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7325 SW BRIDGEPORT RD Call -in INSPECTION NOTICE Date ityi'1 //w" 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 14 Ac 4/0 ( P Date Requested I al Ti e A.M. P.M. Address Ti 0<- 73.25 v y 73.25 �er it # Os yi Subdivision Z3 . et l dJ'� + ( Lot Builder r `cip„r— /t rr' oi / "WA The following Building Co a deficiencies are required to be corrected: CAC?" 4' 3■Art S L j w l o o o Sl r (- e".° eD, , M i4- . Presented to ❑ Approved Inspector ❑ Disapproved Date 10 I I S/0c droved w /Correction CALL FOR REINSPECTION e�Y ❑ NO Call -in Date l INSPECTION NOTICE ��l� � i 1-� 7r Time I o37 ��'�� City of Tualatin Building Division ti „ f 18880 SW Martinazzi Avenue � Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection CV L _ Jr (6.41-nb Date Requested a II 0/5 Time A.M. P.M. Address - 3 2 c � U � � / - e 2 o Permit # 4 / 0 e> Subdivision Lot 1 0 J - ( C Builder 1.,-,, /L The following Building Code deficiencies are required to be co tta /. `7 2-&' Z 72- 7 apq i 60th Presented to ff AA L ❑ Approved Inspector 1. •�� XDi sapproved Date 10 lc 10 S ❑ Approved w /Correction CALL FOR REINSPECTION R YES ❑ NO Call -in INSPECTION NOTICE Date / olj�Or // City of Tualatin Building Division Time GO 'p• M 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection ' `"'L CAAte S Date Requested o w VVV Time A.M. / P.M. y Address l � 7 5uj►�'y 5.[fr01_ Permit # Q�p5 yJ9� Subdivision t3 1-'L, "; l a Lot # '2 6 Builder c -- ')4 The following Building Code deficiencies are required to be corrected: 'bru � s � <",f5f - Presented to roved Inspector ❑ Disapproved Date ( 131 ❑ Approved w /Correction CALL FOR REINSPECTION OYES ittab Call in INSPECTION NOTICE DateL2A705 _ T ime City of Tualatin Building Division 18880 SW Martinazzi Avenue D / Tualatin, Oregon 97062 ,,,//// Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection -- 17°444p f .pmt 15T CA./pf..n 9"' Date Requested j al S D 5' Time A.M. n P.M. Address — 7 ?S Permit # OS 7'/ Subdivision - BPI J16/0y6Q1 6,f ,..,,,,L Lot # Builder DCA2 JOAI S S 1 The following Building Code deficiencies are required to be corrected: Presented to r Approved r�r ,cZ & Inspector J�irG /�/Ji1 O Disapproved Date / Z "' 65" — 6y O Approved w /Correction CALL FOR REINSPECTION / 2 YES >4 NO f � j// /5' Date Call INSPECTION NOTICE Time A 1 • City of Tualatin Building Division to • 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 euti Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Date Requested Time A.M. P.M. Address Permit # Subdivision Lot # Builder The following Building Code deficiencies are required to be corrected: Z. PoS T S t ET per.- ccsc -e ,4r 4 - 3 7 3 -- EiAdz- t2,07 A' / / s G 1 . 7Z.e ✓ - 7 io /D .Ls 7�/[�ee A .d T o .O- ,..2ti7P-4 ,'1 ..c /701.c.€ /4 .f1LGr - H- s .ry So as f %n. eta. 'v ��c- l o gle . Presented to ❑ Approved Inspector ,�?,�y GcJ.at7� XrDisapproved Date / /// /Or ❑ Approved w /Correction CALL FOR REINSPECTION )YES ❑ NO Call - INSPECTION NOTICE Date (I��S Time ` 1 �� V^ . City of Tualatin Building Division , l 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 / Q Inspection Line: 503.691.3040 t Office: 503.691.3044 Type of Inspection /' /l/ Date Requested 1 p - I /Of Time ) A.M. P.M. Address '1 3 )c .5 w 13 Permit # Q_ ---- x'/ g n Subdivision s 1 V ^ '^� Lot # - R 1 j � I Builder - �Cr ` j N.A. r !J , 'i sc.a.. okot 571 The following Building Code deficiencies are required to be corrected: / ,t:4t e_ 7—/ /7Z u S A��Css 5 �li....' 7 1 A /It sea Zox7 -rie_ 401:0 Presented to O Approved Inspector , ,04ae X Disapproved Date // 2. /45 O Approved w /Correction CALL FOR REINSPECTION - ;l0 may/ YES ❑ NO f/ ir 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 .•—,La..,-, _ / � , ■ .! / / Date Requested /1 2- Time A.M. P.M. Address T .`S C.-oot- 5-h:f ■— Permit # LJ / Q a Subdivision Lot # Builder Cr The following Building Code deficiencies are required to be corrected: Presented to J Approved Inspector JE / El Disapproved Date f/ / ZZ/ S O Approved w /Correction / ! CALL FOR REINSPECTION S S9 LI YES )4 NO cf Date �,y /� INSPECTION NOTICE /g6/ Time / ' l// City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 1 4 Type of Inspection /2- 7 (4 ate/ ` Date Requested A.M. P.M. Address 7 � .� D C26 v Permit# V�9 Subdivision ice s 10.0y621 S Lot # Builder Ur /d{i/ 4II W x ) The following Buildin o2A/' de deficiencies are required to be corrected: Presented to Approved c Inspector ❑ Disapproved Date t 7 ■4 Z Lt ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES frO Date / / 10-O5 INSPECTION NOTICE j 10 Tim' 5 City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection k ,4"J - z Date Requested /id - e A.M. P.M. Address ?.i / K . i ii Permit # c 5 - 7 /V" Subdivision — Lot # ie � / /' ,, ) Builder (7 - . -cd �✓ J ��7 ,C L/ The following Build Code deficiencies are required to be corrected: ' �? a4 - J1t' /*" ?/2-0V i DO f IhM ZSg.. 2 j 5J - Al P eCvc Vi wb ek WA i 3- atm ter- 4 IP 11.7 4 --- 's i 4 gp, 10 X88 Presented to UJL ❑ Approved Inspector — �� disapproved Date 17i I l a< ❑ Approved w /Correction CALL FOR REINSPECTION 174/ES ONO Call-in. INSPECTION NOTICE �e_b Date ��e1/- Time/,9 7e City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 413/ AN AL Date Requested // — . Time A.M. P.M. Address 7.3- r 7.3 / / Permit SoC5 X 6 / /9 3 Subdivision / i ) IJ V' Lot #1 / e , Builder ��(! The following Bui n�iciencies are required to be corrected .ice/ 9 9 eq �� 1 T I Cr 10 gS 18" Keem 4 &I' (19 Z- A-rr`E v IRAN - E N A/ i�� `j 0/ 4 ✓, ) m �' ' 7b F'4 DEA,/ A WAIL. I$ '' R 4$ - VAaV 6 AR- 2X%72 ib 1E '' (-4L1,.._ Fob 2iqM—ii o l iS .wif OAJ 0,v allxr _ Pa 0 / I V Presented to () ❑ Approved Inspector I* LL. disapproved I / f �' Date 31) jL ❑ Approved w /Correction CALL OR REINSPECTION ES ❑ NO Call - INSPECTION NOTICE Date u . �o•09 Time apietet City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection ' , vN A f"./1QJ Date Requested 11 • (7 ` Time 22,0 A.M. P.M. 2 G n ,,, ,I n Address 732-5 S� �Jf (. fOYt Kt Permit# Or) • Q ' (( IO Subdivision ' e t V iUa � i c Lot # - 2L I / / l y Builder / • dAU The following Building Code deficiencies are required to be corrected: / l Presented to ❑Approved /" o iL Inspector t_IE- ) 2 t. .Q Disapproved U Date /// 3 O S ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES ❑ NO Call - Ct 1/ 7 INSPECTION NOTICE Date Time _____OS City of Tualatin Building Division S 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection C? C. i\ C "7•^ C--01---"- Date Requested it /)-3 -}� Time A.M. M� Address 7 W(t Z-�l. ' 4 C .�--� � v Permi # Subdivision i U it n Lot # R. �-e 1 Builder ( J#?..L- "" The following Building Code deficienies are required to be corrected: WciLT e • al- — 0 Presented to Approved Inspector vE Wgpt O Disapproved r Date ///23/D [1 Approved w/Correction CALL FOR REINSPECTION CI YES XNO 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 S7 / r.� �p /Al /N L Date Requested / - o / - 0.3 � Time .M. P.M. Address Permit # 05--- / s// Fe) Subdivision 00}/ — Lot # Builder / / ye-sr c5 z The following Building Code deficiencies are required to be corrected: O Presented to ,] Approved Inspector c /Siete, e , tf 44Z7 O Disapproved Date /Z,O //or O Approved w /Correction CALL FOR REINSPECTION 5 t // � Xi YES 0 NO `� /Z /v Call - INSPECTION NOTICE Date f�L Time ti, City of Tualatin Building Division 18880 SW Martinazzi Avenue 4 Tualatin, Oregon 97062 / ; Inspection Line: 503.691.3040 Office: 503.691.3044 4 1 Type of Inspection re-A, Ci24- Q Date Requested I ) 1 Time A.M. P.M. Address 7 3 ?S lgid -d % I a2Y Permit # cS - y/ ql 0 Subdivision 6 P j 0 ;, c� Lot# +R —�`-/ ° C-- I Builder ( C 1 ^ Wok r vw.---- The following Building Code deficiencies are required to be corrected: G 11 g Srp ,55 Alec./ 7qo D6i y:✓ ,'a 74, l L k 1i:Vi, 77./.99 f yy�� e / lelva -es . > t% < z. G./ < C.C� A —t-..e C "o -. /4 a2€ a i+.t , D ti/ / Pr ev.o=.'s 1N.rp. /2, r ,e4169--e' Aisuz d 1�).rcce c. a lb 7 412- LvetP- cz pdovL Ike, GtJe.t-/ LIoi7-n at s A `Ni Gu �o AN-IL Lou ve.1.r / lie• A. l 40- 4 c ,Jbr z.r . 1( '' iet i s/e2 d .9.44-e: ems.. Tl Wed v OAK 4 Y � /f _27,4 Ta.e A- - FvLe /2,�o2 /- %a f/ .- � Ae- / ess - gy.7�C - .00,1z- �1 Is' /J 2 -/ frVi -e. £i()o €Z LJ4g/�- / 7,e /D se Al D6 `I ifve / -.5 i-e fie. S /n.o�ri /2.o e4 rac..; i Presented to ❑ Approved Inspector Z.t/M 2 2 k.-- jf: Disapproved Date / Z/ ®1/ 9 S D Approved w /Corregtion CALL FOR REINSPECTION s /2 6 I )4 YES ❑ NO MI 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 IR/ Gi+G — SA4 Date Requested Time A.M. P.M Address Permit # p ubdivision A2k' Lot # r r O` Builder �/JGpyGy T following Building Code deficiencies are required to be corrected: /!, G L i , . ad o vi / -e. 6 v 1 „ ' 4 - ( —Se-11 �c�u.�f .C� s ,a-i 77Le_ Fvte,. Re Js 6o. c / o C 'o. lv�t �,l/ S�,E/r- , / .d!„e►. -•.-_ Grc re- e.�fr�,✓s It”) - 1, A • 7 'ea& d••�c.s �2/••�i%✓ a• Lo&Ja.l 444e.v A44/ %04; Oc% /e, NJd/ — / 4- O/OJT T 4/A ,-T , �s (2- et Ad 6kI 4-7 vevru /— ��/ a le-4 I K� , • = Ave, � A . 4. ` el 1 11 1 Presented to �" ❑ Approved Inspector c' G(//4 i 6 X Disapproved Date // /�2 /4 O Approved w /Correction CALL FOR REINSPECTION - / -YES ONO Call - /r G 8 INSPECTION NOTICE Date Time ! 5 City of Tualatin Building Division 11 - 18880 SW Martinazzi Avenue `f� Tualatin, Oregon 97062 I" Inspection Line: 503.691.3040 r Office: 503.691.3044 Type of Inspection ."-- Date Requested 1 k / . Time A.M. >< P.M. Address - 7 'i 2.. 5 G"f.- A (.Permit # Subdivision ei4 Lot # ,4',p -C k .? r E-- Builder )(1-•.---P-e tsC.,.� The following Building g Code deficiencies are required to be corrected: � .o.v...e.L. r 4 7 / 642-5 ` Ao vG -or /ET ie4_.-- /14A 06-- �rovi`o. .- ? — Stf1 7 1 'i4s— es..4i A' .0.7,1,..4-3's d / A //4 4 ,E : C hale, #µ- . ,CO,.___ £/pr - c.-- //ea.'s /eC a C /e .*/ -- F -u- o, Q. ri P--t' e- . . . Presented to E Approved Inspector .,� /VI ) Disapproved Date / / / / O Approved c. w /Correction � CALL FOR REINSPECTION S e 12. / N ,YES 0 NO 4 , Call -in INSPECTION NOTICE Date U Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 t‘47 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection r A/0.\ 'S (4.C./k c Date Requested I y) -S�O Tim�ey n (` A.M. P.M. Address — I 31 S QM n r . , 4 , t` 9 permit As 1 744 CD 9 Subdivision 0 ` V Lot # 1 al—O 4 Builder ( (Q t. r- "I►"e/ ..D.‘ 3 Ce re 5&'v- The following Building Code deficiencies are required to be correct ed: X /4i`D 2-- A /— /0 B� c5-" / SPL� 1 A ---- / AO-- eX7 "-/ / 4, /5' .4 i: ∎4 ego,.; ■ erdot 2/721 � / / s A X /V:aLe - el - 00 - a IL Z A• _ . etQed Via 1 Presented to��!! ❑ Approved Inspector �J� Disapproved Date ///2 v /4e � j � `7E ❑ Approved w /Correction CALL FOR REINSPECTION t / K YES 0 NO /D S r Call -in INSPECTION NOTICE Date 0174 } Time City of Tualatin Building Division f 1 18880 SW Martinazzi Avenue r 1 Tualatin, Oregon 97062 0 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection %tie Q. At p (v\ Date Requested .)-€)10 5 _ Time X A.M. P.M. Address 135.5 SO 6,z �.� Rv -\‘&04) Permit # C -4Iq(D Subdivision QR Q Lot # Q-- a.O 1 Builder a Lpt JCn.!t C /� rn.9ST — ∎SC wIL`; C.tAnv.1►P-t Sc,2F The following Building Code deficiencies are required to be corrected: 73z 7 tvc Qgiiez gm,- sue. 7 ,- oft cue.. A554 e 7, s 2r �S- Sad. wti/ = -og-' 1 %l - _%A..7 ez. w/ /' /95 714 -vk-- Prop r- ad. Presented to X Approved Inspector .a, 74)/ D Disapproved Date / Z S/O S D Approved w /Correction CALL FOR REINSPECTION 5 , q:? ❑YES XN0 f ‘ /O ' fr r Call -in l// INSPECTION NOTICE Date Z Time - -el---11 City of Tualatin Building Division S 18880 SW Martinazzi Avenue nolt Tualatin, Oregon 97062 / i Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 5-7AG,6, a /ti / �� Date Requested //— Z3 —o Time .M. P.M. Address 73 . .� iv .-c va A,/ , Permit # O,r- y /90 Subdivision I/ Lot # �{/ / Builder �/ c /p,i.rC.S �/ �. ' 2o ti. ./C— The following Building Code deficiencies are required to be corrected: DO NOT OCCUPY Under Section /o 4'.or /os of the Building Code of the City of Tualatin, it is unlawful for any person to occupy or reside in this building. -P rGOVe..4 - �i�oNrc.L — 7 rr-y b4-49-4.... JOB LOCATION BUILDING DIVISION i . DATE // 23-PC,4w1• PHONE 692 -2000 NY UNAUTHORIZED PERSON v 5 frr EMOVING THIS SIGN WILL BE V tj (/ o ROSECUTED P ?. 4 Presented to ❑ Approved Inspector ,. /�+, a_, ' Disapproved Date //— 2. 7 - 05 ❑ Approved w /Correction CALL FOR REINSPECTION YES El NO Call -in I I INSPECTION NOTICE Date �2 3 Time Dt'• City of Tualatin Building Division 18880 SW Martinazzi Avenue 5 iv Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 73 ` Date Requested t $ Time A.M. P M Address 7 6 I ' GJ' Q ma C� Y Permit # P) O Subdivision PQ."-if i .,) nt - Lot # R" o ld ( Builder : t The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector T 4G4 Disapproved Date ///21 /PS 0 Approved w /Correction CALL FOR REINSPECTION 5 e �: CI YES X NO Call -in INSPECTION NOTICE Date Il Time 4:. t- City of Tualatin Building Division � 18880 SW Martinazzi Avenue n� Tualatin, Oregon 97062 ( , / , J" Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Y ,i rtrv- C. ,v ) / Date Requested 'i 1�...�NJr Time A.M. P.M. Address 1 3 ' J fs -c 1 Permit # C › — y/ e, D Subdivision 7) i' S C. / S ' t "'' Lot # A `7-6 Builder - " 1114- 92,-,4, — C }rw±, -- 6 11 W - v r {, - 1 C The following Building Code deficiencies are required to be corrected: _�Tvn o A // i ve� s -- 7 fvrz___/ -_,44}?,'r Presented to ❑ Approved Inspector ROC X Disapproved Date // /Z e E Approved w /Correction CALL FOR REINSPECTION )<YES 0 NO Call -i �/ INSPECTION NOTICE Date � 4 f7/47 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 6 .1 Date Requested /a — ime A.M. A.} P.M. Address Permit # 05 -5 Subdivision D1, 5 e3 / c:S/1P–I.14t # Builder GZ� The following Building Code deficiencies are required to be corrected: 6f--? - -cdY -5 57/9 Presented to 0 pproved Inspector d t O Disapproved Date (c 1(g to 5 0 Approved w /Correction CALL FOR REIN PECTION OYES 0 Call -in INSPECTION NOTICE tag) Date iy // Time /2 5 City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 7 C/31,-, 14)i- Date Requested 1/ c Time A.M. P.M. Address 7.3e9/ . 4 d "1 Q Permit # 05— 7� �D Subdivision 1/ D /... C4 . Lot # Builder ,C. 4l e.1 t The following Building 06de deficiencies are required to be corrected: - t� 9 e9 �� yS 5 - 7/9 (--- Rpit Presented to J ❑ Approved Inspector ( �/l/� / � L� ❑ Disapproved Date 1 6 / iziOs Approved w /Correction CALL FOR REINS ECTION ❑ YES NO Call - INSPECTION NOTICE Date 1 0 /01/0 S' Time 4g f‘ Al, City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Y�/! Office: 503.691.3044 ( 1 Type of Inspection j 't , c-tiw+ '� J cQflAz Date Requested OC., 3 Time x A.M. P.M. Address DI 5 - 13 . 1 d - Permit # 4 .:. — p 4 I i 0 Subdivision Lot # gg. d i Builder (cl Q e ; The following Building Code deficiencies are required to be corrected: Presented to XApproved Inspector ti ./E A ❑ Disapproved Date /e er' 0 Approved w; Correction ! CALL FOR REINSPECTION < -� 1 / El YES NO dr 2, #5 :-/9 Call INSPECTION NOTICE Date 6 V Time `7 City of Tualatin Building Divisio 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 0/�' Office: 503.691.3044 141 Type of Inspection P VC '✓ (/OY't/ Date Requested ) � 7 �^ 000 Time A.M. P. Address �„' f I�y j �� Permit If � ,. O� �t I Subdivision s� 10-2,b) 10-2,b) � J � SL �/1 Lot# Builder �n 044-- .37iL4C f,'S 7-5 / S The following Building Code deficiencies are required to be corrected: / `\ ,c// , k /a, ills e t� �✓A4>�l 1 � ,74-a_ "L.v/i . e- /4 12004-- � Q 4 Presented to Inspector J ti0/ )(Disapproved Date 1 {�I /or eicppruvgenretwocusit. CALL kESO REINSPECTION $ �J /(- a1:" P, Call - 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 1 ` y n Type of Inspection` tV / " ....49//11 ...49// ' ' I+ Date Requested . 1 --7 3 �r Time A.M. P.M. Address 7 a2 3�r v/ die i O6eP"L Permit # �S - y Subdivision t S CD C U ` Lot # Builder 0 C The following Building Code deficiencies are required to be corrected: Presented to 6r• -Q %Approved Inspector W O Disapproved Date 7;A-7r— oG O Approved w /Correction CALL FOR REINSPECTION OYES XNO �J �, CITY OF TUALATIN N � �� Building Division 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: DISCOVERY CHANNEL Use Classification RETAIL Building Permit Number 05 -4190 Group M Type Construction II -B Planning District CG Owner of Building BV CENTERCAL, LLC Owner Address 7455 SW BRIDGEPORT ROAD, SUITE E -203 TIGARD, OR 97224 Building Address 7325 SW BRIDGEPORT ROAD TIGARD, OR. 97224 Building Official , ; /, 4/4f „a/1/4_, Date JULY 31, 2006 P Iin a conspicuous place P P r CITY OF TUALATIN Building Division � 1 l TEMPORARY 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: DISCOVERY CHANNEL Use Classification RETAIL Building Permit Number 05 - 4190 Group M Type Construction II - B Planning District CG Owner of Building BV CENTERCAL, LLC. Owner Address 7455 SW BRIDGEPORT ROAD, SUITE E -203 TIGARD, OR 97224 Building Address 7325 SW BRIDGEPORT ROAD TIGARD, OR 97224 P6'. OS= Zoo ms Building Official 1 Date IstgomffitMl=247; 2005 / John Stelzenmuell e Post in a conspicuous place It is unlawful to remove this posting. DATE: PLANS CHECK NO.: ° a s _ /70 • PROJECT TITLE: COUNTYWIDE TRAFFIC IMPACT FEE , WORKSHEET NQ 2..., OR NON- SINGLE F AMILY USES 0 .; TYIZIP • ' • t • TAX MAP NO.: LAND USE CATEGORY RATE PER TR IV A TRIP STTUS NO. co : SS: RESIDENTIAL • ' BUSINESS AND COMMERICAL $285.00 _ S(cJ � ,. • A, , • OFFICE $72.00 INDUSTRIAL $262.00 INSTITUTIONAL $ 5111818 .00 PAYMENT METHOD: CASH/CHECK CREDIT ,. .. • ,. BAfVCROFT �PFtOM�,S,�`s per( rpm , LAND USE , CATEC #tY •':.' : ;- . , : TrNT10P41L ONLY: TQ OCCUPANCY • . - . a/ ; USE DESCSPT101 OF • 1t►EEKDAYAVG TRIP WEEKEND AVG TRP r rr .:'' l RATE BASIS: Q 29 5o lab = 83 . • CALCULATIONS: a. 73 7440 .? 3 �- : . '. :fir `a: ;)• :!.s:, • PROJECT TROP GENERATION: 735.7 • / • ADDITIONAL NOTI =S: FOR • s u 6' NG PUkPOSES (� l • • . . ' :+ • • .t •.. t ;'R( AD Waal= May Cc. zt'2 G � WW°'I eococ c No7�eppK • 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 • Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 Special Inspection FINAL SUMMARY LETTER November 22, 2005 T0509381 City of Tualatin PO Box 369 Tualatin, OR 97062 -0369 Attn: Building Department Re: Discovery Store @ Bridgeport Village- (T /I) 7625 SW Bridgeport Rd- Tualatin, OR Permit No.: 05 -4190 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code, we have performed special inspection of the following item(s) per our inspection reports only: Structural Steel — Includes Verification of Welder Certifications, Material Certifications and Weld Procedures All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. 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. Respectfull; submitted, CARLSON TESTING, INC. James F. Hietpas Operations Manager 'IF, FIC JFH /ks CITY OF T UAtATIN cc: Elder Jones- Chad Larson RECEIVED Hayden Consulting Engineers Cortland Morgan Architects 140V 2 3 2005 P \WORD\REPORTS\FINLTR \T ENGINEERING & BUILDING DEPARTMENT CORTLAND MORGAN, ARCHITECT • November 21, 2005 City of Tualatin 18880 S. W. Martinazzi Tualatin, OR 97062 Attn: Mr. Jerry Wade Re: Discovery Store Bridgeport Village Suite #R -201 Tigard, OR 97224 Dear Mr. Wade, I, Cortland Morgan, to the best of my belief and knowledge, state that the construction for above referenced project is substantially complete and that all work was done in accordance with the approved plans and specifications and that said work was completed in accordance with all city, state and all other applicable codes. Sincerely, A AROx I CORTLAND MORGAN Cortland Morgan, AIA CPM /tr DALLAS, TEXP,;, OF CECI)" CITY OF TUALATIN RECEIVED CITY OF TUALATIN NOV 2 3 2005 rn NOV 2 3 2005 ENGINEERING & BUILDING DEPART BUILDING DIVISiuN 6910 Woodland Drive • Dallas, Texas 75225 • Tel: (214) 368 - 3687 • rax: (214) 368 -3690 CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I D:- 10/31/05 01 Recei pt no: 22328 Tp Sv Des cri pti on Qty Amount 2005 4190 BP B U I L D I N G PMi 1.00 $137. 34 PERM TS AR R E C E I V A B L E S TO G/L 1.00 $ 70. 00 EXTRA PLAN REVI EW BERGELECTRI C CORP 6026 NE 112TH AVE P OR T L AND, OR 97220 PERM T 05- 4190 DI SCOVERY STOR Tender detail CK Ref #: 5552 $207. 34 Total tendered: $207. 34 Total payment: $207. 34 Trans date: 10/31/05 Ti me: 14: 27: 40 * * THANK YOU F OR YOUR P AY IIE NT * * CI TY OF TUALATI N * ** CUSTONER RECEI PT * ** Batch ID: 10/07/05 01 Recei pt no: 17789 Tp Sv Description Qty Amount 2005 4190 BP BUI LDI NG PMT 1.00 $152.60 PERM TS AR RECEI VABLES TO G/L 1.00 $ 70. 00 EXTRA PLAN REVI EW WESTERN STATES Fl RE PROTECTI ON 13896 Fl R ST , SUI TE B OREGON CI TY, OR 97045 P E R M T 05- 4190 DISCOVERY CHAN EXTRA PLAN REVI EW $70 Tender detail CK Ref #: 4433 $222. 60 Total tendered: $222.60 Total payment: $222.60 Trans date: 10/07/05 Ti me: 13: 14:02 * * THANK YOU F OR YOUR P AY NE NT * * CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I.D: 10/07/05 01 Recei pt no: 17789 Tp Sv Des cri pti on Qty Amount 2005 4190 BP B U I L D I N G PMT 1.00 $152.60 PERM TS AR RECEI VABLES TO G/L 1.00 $ 70. 00 EXTRA PLAN REVI EW WESTERN STATES Fl RE PROTECT! ON 13896 Fl R ST , SUI TE B OREGON CI TY, OR 97045 P E R M T 05- 4190 DISCOVERY CHAN EXTRA PLAN REVI EW $70 Tender detail CK Ref #: 4433 $222. 60 Total tendered: $222.60 Total payment: $222.60 Trans date: 10/07/05 Ti me: 13: 14:02 * * T HANK YOU F OR Y OUR P AY ME NT * * CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I D: 8/04/05 01 Recei pt no: 6459 Tp Sv Description Qty Amount 2005 4190 BP BUI LDI NG PMT 1.00 $1308. 62 PERM TS ELDER JONES B U I L D I N G P E R M T SERVICE, I NC 1120 EAST 80TH ST BLOOM NGT ON, MN 55420- 1 4 9 8 P E R M T 05- 4190 DI S COVE RY CHANNEL - ME CH Tender detail CK Ref #: 40842 $ 1085. 60 CK Ref #: 40843 $223. 02 Total tendered: $1308. 62 Total payment: $1308.62 Trans date: 8/05/05 Ti me: 13: 08: 26 * * THANK YOU F OR YOUR PAYMENT * * r CI TY OF TUALATI N RE P R I N T * ** CUSTOMER RECEI PT * ** Batch I D: • 8/04/05 01 Re c e i pt no: 6459 Tp Sy Description Qty Amount 2005 4190 BP BUILDING PMT 1.00 $1308. 62 PERM TS ELDER J ONES BUI LDI NG P E R M T 5 E RVI CE, I NC 1120 EAST 80TH ST BLOOM NGTON, M\1 55420- 1498 PERMT 05 -4190 DI S COVE RY CHANNEL - ME CH Tender detai I CK Ref #: 40842 $ 1085. 60 CK Ref #: 40843 $223. 02 Total tendered: $1308.62 Total payment: $1308.62 Trans date: 8/05/05 Ti me: 13:08:26 * * THANK YOU F OR YOUR PAYMENT * * CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I D: 9/16/05 01 Recei pt no: 14031 Tp Sv Description Qty Amount AR R E C E I V A B L E S TO G/ L 1.00 $175.00 EXTRA PLAN REVI EW ELDER J ONES 1120 EAST 80TH ST BLOOM NGTON, MN 55420 - 1498 PERM T 05- 4190 DI SCOVERY CHAN EXTRA PLAN REVI EW FEE $175 Tender detail CK Ref #: 1 1 6671 $ 1 75. 00 Total tendered: $175.00 Total payment: $175.00 Trans date: 9/16/05 Ti me: 8: 10: 12 ** THANK YOU FOR YOUR PAYMENT ** CI TY OF TUALATI N * ** CUSTONER RECEI PT * ** Batch I D: 9/16/05 01 Recei pt no: 14031 Tp Sv Des cri pti on Qty Amount AR RECEIVABLES TO G/L 1.00 $175.00 EXTRA PLAN REVI EW ELDER ] ONES 1120 EAST 80TH ST BLOOM NGTON, M■ 55420- 1498 P E R M T 05- 4190 DISCOVERY CHAN EXTRA PLAN REVI EW FEE $175 Tender detail CK Ref #: 1 1 6671 $ 1 75. 00 Total tendered: $175.00 Total payment: $175.00 Trans date: 9/16/05 Ti me: 8: 10: 12 * * THANK YOU FOR YOUR PAY NE NT * * CI TY OF TUALATI N REP R I N T * ** CUSTOMER RECEI PT * ** Batch ID: 8/12/05 01 Recei pt no: 8347 Tp Sv Description Qt Amount 2005 4190 BP B U I L D I N G PMT 1.00 $12452. 95 PERM TS AR RECEI VABLES TO G/L 1.00 $315. 00 EXTRA PLAN REVI EW ELDER J ONES 1120 EAST 80TH ST BLOOM NGTON, MN 55420 - 1498 PERM T 05- 4190 DI SCOVERY CHANN Tender detail CK Ref #: 41046 $12767. 95 Total tendered: $12767.95 Total payment: $12767.95 Trans date: 8/15/05 Ti me: 15: 15: 19 * * T HANK YOU F OR YOUR P AY ME NT * * CI TY OF TUALATI N REP R I N T * ** CUSTOMER RECEI PT * ** Batch ID: 8/12/05 01 Recei pt no: 8347 Tp Sv Des cri pti on City Amount 2005 4190 BP B U I L D I N G PMT 1.00 $12452. 95 PERM TS AR RECEIVABLES TO G/ L 1.00 $315.00 EXTRA PLAN REVI EW ELDER J ONES 1120 EAST 80TH ST BLOOM NGTON, M\I 55420- 1 4 9 8 P E R M T 05- 4190 DISCOVERY CHANN Tender detail CK Ref #: 41046 $12767. 95 Total tendered: $12767.95 Total payment: $12767.95 Trans date: 8/15/05 Ti me: 15: 15: 19 * * THANK YOU F OR YOUR P AY NE NT * * Jim CITY OF TUALATIN Building Division TEMPORARY 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: DISCOVERY CHANNEL Use Classification RETAIL Building Permit Number 05 -4190 Group M Type Construction II - B Planning District CG Owner of Building BV CENTERCAL, LLC. Owner Address 7455 SW BRIDGEPORT ROAD, SUITE E -203 TIGARD, OR 97224 Building Address 7325 SW BRIDGEPORT ROAD TIGARD, OR 97224 Building Official OP Date November 29, 2005 /John Stelzenmuelle■ 5. /�T Post in a conspicuous place It is unlawful to remove this posting. tijciJ I Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series RFII — 5.6 K- factor "Royal Flush II" Pendent Concealed Sprinklers Quick & Standard Response, Standard Coverage General Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the Milk Description sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- -- The Series RFII Quick Response tective Cap can also be used to mark (3 mm bulb) & Standard Response (5 the center of the ceiling hole into plas- mm bulb), 5.6 K- Factor, "Royal Flush ter board, ceiling tiles, etc. by gently II" Concealed Pendent Sprinklers are pushing the ceiling product against the , _.__-- -r- decorative sprinklers featuring a flat Protective Cap. When the ceiling in- cover plate designed to conceal the stallation is complete the Protective sprinkler. It is the best choice for archi- Cap is removed and the Cover Plate tecturally sensitive areas such as hotel Assembly installed. lobbies, office buildings, churches, As an option, the Series RFII Standard and restaurants. Response (5 mm bulb) "Royal Flush II" Each unit includes a Cover Plate As- Concealed Pendent Sprinklers may be sembly that conceals the sprinkler op- fitted with a silicone Air and Dust Seal UL, C -UL, and NYC. Maximum 175 erating components above the ceiling. (Ref. Fig. 5). The Air and Dust Seal is psi (12,1 bar) by FM. The separable two -piece design of the intended for sensitive areas where it is Cover Plate and Support Cup Assem- desirable to stop air and dust travel Technical blies allows installation of the sprin- through the cover plate from the area klers and pressure testing of the fire above the ceiling. Data protection system prior to installation of a suspended ceiling or application WARNINGS of the finish coating to a fixed ceiling. The Series RFII Concealed Pendent Approvals for Series RFII They also permit removal of sus- Sprinklers described herein must be UL and C -UL Listed. FM Approved. pended ceiling panels for access to installed and maintained in compli- NYC under MEA 353 -01 -E. LPCB (Ref. building service equipment without ance with this document, as well as No. 094a/09 for TY3551 & 094a/10 for having to first shut down the fire pro wi the applicable standards of the TY3531) Approved. hav system and remove sprinklers. Nat Fire Protection Association, The approvals apply only to the serv- design in addition to the standards of any ice conditions indicated in the Design Also, the separable two-piece desn f the the Sprinkler wo pi other authorities having jurisdiction. Criteria section and maximum pres- inch the th mm) of er provides adjustment, for ign for 1/2 Failure to do so may impair the per- sure ratings indicated in the formance of these devices. Model/Sprinkler Identification Num- to reduce the accuracy to which the p length of fixed pipe drops to the sprin- T owner is responsible for maintain- tiers section. klers must be cut. T. their fire protection system and de- Approvals for Air & Dust Seal The Series RFII Sprinklers are vices in proper operating condition. (Part #10908100) shipped with a Disposable Protective are The installing contractor or sprinkler UL and C -UL Listed for use with the manufacturer should be contacted RFII (TY3551 & TY3504) Standard Re- with any questions. sponse Concealed Sprinkler. IMPORTANT Temperature Ratings M odel /Sprinkler Always refer to Technical Data 155F/68C Sprinkler - 135F/57C Plate Sheet TFP700 for the "INSTALLER 200F/93C Sprinkler 165F/74C Plate WARNING" that provides cautions Identification Discharge Coefficient with respect to handling and instal- K = 5.6 GPM /ps (80,6 LPM /bar lation of sprinkler systems and com- Numbers Adjustment ponents. Improper handling and in- 1/2 inch (12,7 mm) stallation can permanently damage TY3551 (5mm bulb) & TY3531 (3 mm F a sprinkler system or its compo- bulb): maximum 175 psi (12,1 bar) by Cover Plate: Chrome Plated, Brass nents and cause the sprinkler to fail UL, C -UL, FM, LPCB and NYC. Plated, or White Painted (Custom paint to operate in a fire situation or cause TY3504 (5mm bulb) & TY3505 (3 mm matches and colors other than white it to operate prematurely. bulb): maximum 250 psi (17,3 bar) by are available on request.) Page 1 of 4 JULY, 2004 TFP181 A Page 2 of 4 TFP181 Physical Characteristics 1 /2• NPT ____ t % SEALING Frame Bronze , ASSEMBLY Support Cup . Chrome Plated Steel Guide Pins Stainless Steel Deflector Bronze FRAME li ■ -L Compression Screw Brass r 1 I Bulb Glass =��` lino CAP Cap Bronze or Copper SUPPORT ) — 111111111i Sealing Assembly CUP WITH BULB Beryllium Nickel w/Teflon' ROLL FORMED ____) Cover Plate Brass THREADS l Retainer Brass \ li ( ' all COMPRESS Ejection Spring . . . . Stainless Steel / GUIDE —= 1 � w n ) Patents PINS (2) t 14 °d U.S.A. 4,014,388 I I - _ __�___. DEFLECTOR 1 I Operation (DROPPED DEFLECTOR i L J L POSITION) =7„:',27,_ When exposed to heat from a fire, the i SPRINKLER/SUPPORT CUP ■ Cover Plate, which is normally SDI- ASSEMBLY dered to the Retainer at three points, falls away to expose the Sprinkler As- THREAD INTO I RETAINER SUPPORT CUP I WITH THREAD sembly. At this point the Deflector sup- UNTIL MOUNTING 0 O DIMPLES ported by the Guide Pins drops down SURFACE IS I I / tO its operational position. FLUSH WITH EJECTION The glass Bulb contains a fluid that CEILING = SPRING expands when exposed to heat. When \ 1 the rated temperature is reached, the fluid expands sufficiently to shatter the � -- glass Bulb, activating the sprinkler and allowing water to flow. SOLDER = -- COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY Design FIGURE 1 Criteria SERIES RFII CONCEALED SPRINKLER ASSEMBLY The RFII (TY3551 & TY3504), 5 mm Bulb Type, Concealed Pendent Sprin- Step 1. The sprinkler must only be klers are UL and C -UL Listed as stand- Installation installed in the pendent position and and response - standard spray sprin- with the centerline of the sprinkler per - klers for use in accordance with the The Series RFII must be installed in pendicular to the mounting surface. current NFPA standard. They are FM accordance with the following instruc- Step 2. Remove the Protective Cap. Approved as standard response - tions: Step pipe standard spray sprinklers for use in p 3. W ith P•P thread sealant a P accordance with the current FM Loss NOTES plied to the pipe threads, hand tighten Prevention Data Sheets. Do not install any bulb type sprinkler if the sprinkler into the sprinkler fitting. The RFII (TY3531 & TY3505) 3 mm the bulb is cracked or there is a loss of Step 4. Wrench tighten the sprinkler liquid from the bulb. With the sprinkler using only the RFII Sprinkler Wrench Bulb Type, Concealed Pendent Sprin- held horizontally, a small air bubble (Ref. Fi ure p klers are UL and C -UL Listed as quick ( 9 3). The RFII Sprinkler should be present. The diameter of the Wrench i 3 s to be applied to the S rin- response - standard spray sprinklers air bubble is approximately 1/16 inch kler as shown in Fig p for use in accordance with the current (1,6 mm) for the 155 °F /68 °C and 3/32 ure 3. NFPA standard. They are FM Ap- inch (2,4 mm) for the 200 °F /93 °C tem- Step 5. Replace the Protective Cap proved as standard response - stand- perature ratings. (Ref. Figure 4) by pushing it upwards and spray sprinklers for use in accord- until it bottoms out against the Support ante with the current FM Loss A leak tight 1/2 inch NPT sprinkler joi Cup. The Protective Cap helps prevent Prevention Data Sheets. should be obtained with a torque o 7 damage to the Deflector and Arms dur- to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- in ceilin installation and /or durin The Series RFII Concealed Pendent mum of 21 ft.lbs. (28,5 Nm) of torque g g e S pry are onl listed and a application of the finish coating of the p Y p is to be used to install sprinklers. proved with the Series RFII Concealed Higher levels of torque may distort the ceiling. It may also be used to locate Cover Plates having a metallic or white the center of the clearance hole by sprinkler inlet with consequent leak- gently pushing the ceiling material up 9 Y P 9 9 painted finish. age or impairment of the sprinkler. against the center point of the Protec- The Series REM must not be used in Do not attempt to compensate for in- tive Cap. applications where the air pressure sufficient adjustment in the Sprinkler above the ceiling is greater than that Assembly by under- or over - tightening NOTE below. Down drafts through the Sup- the Sprinkler /Support Cup Assembly. As long as the Protective Cap remains port Cup could delay sprinkler opera- Readjust the position of the sprinkler in place, the system is considered to tion in a fire situation. fitting to suit. be "Out of Service ". • Registered Trademark of DuPont 1 TFP181 Page 3 of 4 FACE OF CLEARANCE HOLE F CLEARANCE 1 SPRINKLER DIAMETER HOLE FITTING DIMENSION C SPRINKLER 1 SUPPORT CUP N � ASSEMBLY 1/2" (12,7 mm) , „� •'•'• Ii THREADED ICI_ D ADJUSTMENT � FACE OF CEILING, RETAINING RING FIGURE 4 MOUNTING � � 110.---- DISPOSABLE PROTECTIVE CAP SURFACE i ' \ / IIL r ..�� Step 6. After the ceiling has been com �J '�, pleted with the 2 -1/2 inch (63,5 mm) �r�� — t�� diameter clearance hole and in prepa V 1 7 ration for installing the Cover Plate As- I I sembly, remove and discard the Pro- z tective Cap, and verify that the 3/16" to 11/16" i MANUFACTURER DEFLECTOR COVER PLATE Deflector moves up and down freely. If (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER the Sprinkler has been damaged and REFERENCE 3/32" (2,4 mm) POSITION ASSEMBLY the Deflector does not move up and down freely, replace the entire Sprin- COVER PLATE I COVER PLATE kler assembly. Do not attempt to mod- - PROFILE DEPTH • DIAMETER - ify or repair a damaged sprinkler. DIMENSION B DIMENSION A Step 7. When installing an Air and Dust Seal, refer to Figure 5, otherwise proceed to Step 8. To attach the Air and A: 3 -1/4" (82,6 mm) C: 2 -3/8" to 2 - 5/8" (60,3 to 66,7 mm) Dust Seal, verify the angle of the out - B: 3/16" (4,8 mm) D: 1 - 3/4" to 2 - 1/4" (44,5 to 57,2 mm) side edge of the seal is oriented ac- cording to Figure 5. Start the edge of FIGURE 2 the Retainer in the grooved slot of the SERIES RFII CONCEALED SPRINKLER Air and Dust Seal and continue around INSTALLATION DIMENSIONS the retainer until the entire Air and Dust Seal is engaged. NOTE The Air and Dust Seal is only to be installed on the periphery of the Re- ` =t FRAME ► =4 tainer. ARM �� Step 8. Screw on the Cover Plate /Re- , � 1 tainer Assembly until the Retainer — I — Figure 2 (or Air and Dust Seal - Figure SUPPORT i r 5) contacts with the ceiling. Do not CUP I - I C a n t to screw on such the Cove i � ':'I ' ;iIiJi L4� i Assembly that ' lifts a ceiling panel out of its normal I■I � position. If the Cover Plate /Retainer — Assembly cannot be engaged with the 0 Support Cup or the Cover Plate /Re- 7/8" (23 mm) tainer Assembly cannot be engaged SQUARE sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. ALIGN ARROWS WITH \ Care and FRAME ARMS ■ al Maintenance L. 4 1 . -i ACCEPTS \ . � The Series RFII must be maintained 1/2" SOCKET — and serviced in accordance with the DRIVE following instructions: NOTES FIGURE 3 Absence of the Cover Plate Assembly RFII SPRINKLER WRENCH may delay sprinkler operation in a fire situation. A Page 4 of 4 TFP181 When properly installed, there is a SUPPORT SPRINKLER FACE OF ORIENT nominal 3/32 inch (2,4 mm) air gap CUP CEILING SEAL between the lip of the Cover Plate and BEVEL AS the ceiling, as shown in Figure 2. This ,� �; SHOWN air gap is necessary for proper opera- j + 1., RET ` • PLATE AINER A ✓ � � lion of the sprinkler. If the ceiling is to - be repainted after the installation of I EAR I i ASSEMBLY gy m' the Sprinkler, care must be exercised -- to ensure that the new paint does NOT seal off any of the air gap. / ':' � ! 4 V $ CLEAN Factory painted Cover Plates MUST 1 i . . ROOM NOT be repainted. They should be re- - -- .. LIP OF COVER SEAL placed, if necessary, by factory RETAINER PLATE painted units. FIGURE 5 Do not pull the Cover Plate relative to OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551 & TY3504) the Enclosure. Separation may result. Before closing a fire protection system Inspection Service in accordance with DAMAGES, AND IN NO EVENT main control valve for maintenance local requirements and/or national SHALL TYCO FIRE PRODUCTS' LI- work on the fire protection system that codes. ABILITY EXCEED AN AMOUNT it controls, permission to shut down the EQUAL TO THE SALES PRICE. affected fire protection system must be THE FOREGOING WARRANTY IS obtained from the proper authorities L i m ited and all personnel who may be affected MADE IN LIEU OF ANY AND ALL by this action must be notified. W arrant OTHER WARRANTIES EXPRESS OR Y IMPLIED, INCLUDING WARRANTIES Sprinklers that are found to be leaking OF MERCHANTABILITY AND FiT- or exhibiting visible signs of corrosion Products manufactured by Tyco Fire NESS FOR A PARTICULAR PUR must be replaced. Products are warranted solely to the POSE, Automatic sprinklers must never be original Buyer for ten (10) years Autom ers n utom otherwise against defects in material and work - painted, , plated, leaving lens coated s or factory. ving t fo er rosbe manship when paid for and properly Ordering altered sprinklers lea d d. installed and maintained under normal Pied ssp ri that have been exposed must be replaced. klr use and service. This warranty will ex- Procedure Sprinklers pire ten (10) years from date of ship - corrosiv e s i p not operated, roductroduct products of combustion, but should be replaced ment by Tyco Fire Products. No war- When placing an order, indicate the full h if ave cannot be completely cleaned ranty is given for products or product name. Contact your local dis- by wiping the sprinkler with a cloth or components manufactured by comps tributor for availability. by brushing it with a soft bristle brush. Hies not affiliated by ownership with Sprinkler Assembly: Tyco Fire Products or for products and Care must be exercised to avoid dam- components which have been subject Specify: (SIN), (specify temperature age to the sprinklers - before, during, to misuse, improper installation, corro rating) Series RFII Concealed Pen and after installation. Sprinklers dam- sion, or which have not been installed, dent Sprinkler, P/N (specify). aged by dropping, striking, wrench maintained, modified or repaired in ac- twist/slippage, or the like, must be re- cordance with applicable Standards of 15 - 1-1 2790 - 1-2 placed. Also, replace any sprinkler that pp TY3551 51- 796 -1 -155 51-790-1-200 P P Y P the National Fire Protection Associa- rY35oa 51- 796 -1 -155 51- 796 -1 -200 has a cracked bulb or that has lost tion, and /or the standards of any other TY3531 51- 792 -1 -155 51- 792 -1 -200 liquid from its bulb. (Ref. Installation Authorities Having Jurisdiction. Mate - TY3505 51- 797 -1 -155 51- 797 -1 -200 Section). rials found by Tyco Fire Products to be If a sprinkler must be removed, do not defective shall be either repaired or Separately Ordered Cover Plate: reinstall it or a replacement without replaced, at Tyco Fire Products' sole Specify: (specify temperature rating) reinstalling the Cover Plate Assembly. option. Tyco Fire Products neither as- Series RFII Concealed Cover Plate If a Cover Plate Assembly becomes sumes, nor authorizes any person to with (specify finish), P/N (specify). dislodged during service, replace it im- assume for it, any other obligation in mediately. connection with the sale of products or 135F/57C(a) 165F/74C*(b) parts of products. Tyco Fire Products Brass 56- 792 -1 -135 56- 792 -1 -165 P P Y Bright Brass 56- 792 -2 -135 56- 792 -2 -165 The owner is responsible for the in- shall not be responsible for sprinkler Chrome 56- 792 -9 -135 56- 792 -9 -165 spection, testing, and maintenance of system design errors or inaccurate or Brushed Chrome --- -- their fire protection system and de- incomplete information supplied by Wh u ite 56- 792 56- 792 -3 8 -135 135 56 792 792 -3 8 -165 165 P Y P PP Y White (RAL9010)' 56- 792 -3 -135 56-792-3-165 vices in compliance with this docu- Buyer or Buyer's representatives. Bright White 56- 792 -4 -135 56-792-4-165 ment, as well as with the applicable IN NO EVENT SHALL TYCO FIRE Ott W hite 56-792-5-135 56- 792 -5 -165 standards of the National Fire Protec- PRODUCTS BE LIABLE, IN CON- Clack 56-792-6-135 56- 792 -s -165 Custom 56- 792 -X-135 56- 792 -X -165 tion Association (e.g., NFPA 25), in TRACT, TORT, STRICT LIABILITY OR (a) For use with 200F/93C 00F /93C sprinklers. addition to the standards of any other UNDER ANY OTHER LEGAL THE- jurisdiction. The in- (b) For use with resales sprinklers. authorities having 1 ORY, FOR INCIDENTAL, INDIRECT, Eastern Hemisphere sales only. stalling contractor or sprinkler manu- SPECIAL OR CONSEQUENTIAL facturer should be contacted relative to DAMAGES, INCLUDING BUT NOT Sprinkler Wrench: any questions. LIMITED TO LABOR CHARGES, RE- Specify: RFII Sprinkler Wrench, It is recommended that automatic GARDLESS OF WHETHER TYCO P/N 56-000-1-075. sprinkler systems be inspected, FIRE PRODUCTS WAS INFORMED Air and Dust Seal: tested, and maintained by a qualified ABOUT THE POSSIBILITY OF SUCH Specify: Air and Dust Seal, P/N 56- 908 -1 -001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 1 Bulletin 157 Rev.E Model F3QR °° Reliabld Quick Response 5- Dry Sprinklers Features m 1. The Model F3QR sprinkler utilizes Belleville Spring , • ; ; z ' , Closure Technology. Reliable is the first in the , : +. _ ' t' V : t : industry to produce a Quick Response Dry +' : ' ` ::.• Concealed sprinkler utilizing this technology. ': • N . ; ` . ` • • Styles available ' .� . .. • Pendent s ' t • % ' • Recessed Pendent ..; • 3. M " . t.,- . • Concealed • Horizontal Sidewall t ' • • Recessed Horizontal Sidewall :¢4 :.Y _ , is . '4 • 3. 1 (38mm) escutcheon adjustment on pendent Concealed sprinkler. -. 4. 1/2' (13mm) escutcheon adjustment on recessed - "" sprinkler with push -on/ thread -off FP Model Escutcheon ring. • q - 5. /" (9.5mm) cover plate adjustment on concealed , "• sprinkler with push-on/thread-off CCP Cover Plate. V. • 6. Attractive appearance. Employs 3mm frangible glass bulb and galvanized nipple. •• 7. Lengths available to accommodate installation dimensions from 2" - to - 48" (51 mm - to - 1219mm), in 1/4" (6mm) increments. Recessed Pendent 8. Available in a variety of plated and painted finishes. i U.S. Patent Numbers 5,775,431 and 5,967,240. Approvals ' 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) , r i Style Response System Sprinkler e Haz 1: :, 0 Type W4 Pendent Recessed Pendent CCP Concealed Wet Pipe (R5714) Quick Dry Pipe Ord Pendent Horizontal Sidewall All Preaction Y Recessed Horizontal Sidewall •:;fi (R5734) r 2. Certified by FM Approvals ` ,, Sprinkler Hazard *.. V Style Response System Type - r _ . t Li h '` . Pendent Wet Pipe, Ordinary, ary,I t` (R5714) Quick Single Interlock Groups • Preaction 1 0 Horizontal Sidewall Wet Pipe, (R5734) Quick Single Interlock Light _ Preaction 3. NYC MEA 258 -93 -E Horizontal Sidewall The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 • Model F3QR Dry Pendent Sprinkler "A" Dim. 2" to 48' (51 mm to 1219mm) in 1 /4' (6mm) increments Fi nishes `') inlet Protrusion Elevated Above Inside Pipe Sprinkler Escutcheon } r, Bronze Brass F --.1-- I T i Chrome Plated Chrome Plated ',/,,_ , �, [__ ___ White Painted`' White r I r =;ti "' Other finishes and colors are available on special order. -= System r« Consult factory for details. m White painted sprinklers will have chrome plated cans. 2 1/8 Qo t NPT [s4.t)nm] •A• Dimension Hole m Ceile'g Adjustment Range Standard Temperature Ratings t/4 (.s.4mm] I 43/64 Dick 1/2 38.tmm] 1/ ] [42.5.) 1 ■ ■Y Sprinkler Sprinkler Can —,_ Total Adjustment Temperature Max. Bulb a16g (t —, 1/4" [J 31. l.bmm] Classification Rating AmbientTem� Color Escutcheon 7-•••—•• IE = = ,/4 r6.4.,.] Escutcheon Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange . Ceiling' • i E_ Adjustment Or 155 °F (68 °C) 100 °F (38 °C) Red + �I L - f Intermediate 200°F (93 °C) 150 °F (66 °C) Green =_ High 286 °F (141 °C) 225 °F (107 °C) Blue Nominol Position I ly,yll [ 3m of Escutcheon .. 1/4• [64mm] Protrusion r No. ~ [76 - 2mm] 7377MO' -C Sprinkler Guard: Model C -2 Sprinkler Installation Wrench Note: The sprinkler Can protrudes 'A" when escutcheon is Model G3 Sprinkler Wrench in nominal position. Escutcheon adjustment pro- Sprinkler Identification Number (SIN): R5714 vides + ( +6mm) to -1 ( -32mm) "A" dimension adjustment range. Model F3QR Dry Recessed Pendent Sprinkler "A" DIm. 3 1/2" to 48' (89rrm to 1219m) in 1 /4' (Q rm) increments }} Inlet Protrusion Elevated c = = == r r - -- - ? - - -- L. Finishes"' Above Inside Pipe -1111 _ ,- ' _ r -r ,. _ Sprinkler Escutcheon ' - - _ �i J � l ; L __ ___J Bronze Brass r ti Chrome Plated Chrome Plated =_ System Tee White Painted White i� "' Other finishes and colors are available on special order. Consult 2 1/2" Dia. EMI 1" NPT factory for details. Cup remains unfinished. Only the escutcheon [ 63.SOmm] will contain desired finish. "A Dimension Hole in Ceiling 1111 Adjustment Range 2 18/64 pia. Standard Temperature Ratings [t 5mm [58.34mm] Sprinkler Temperature Max. Bulb Nominol Position Sprinkler Classification Rating Ambient Temp. Color or Escutche Cup Assembly Ordinary 135 °F (57 °C) 100 °F (38°C) Orange W=41 Escutcheon Ordinary 155 °F (68 °C) 100 °F (38 °C) Red L ' Intermediate 200 °F (93 °C) 150 °F (66 °C) Green — all Pit Ceilin � ( High* 286 °F (141 °C) 225 °F (107 °C) Blue 1/4" [6.35mm] —t i Escutcheon Adjustment 1/4" [6.35mm] 3 7/32 Dio. _.] * Listed and Certified only by cULus Escutcheon Adjustment [61.76mm] 1/2" [12.2mm] Total Adjustment '57FG02 - Sprinkler Installation Wrench Model G3 R/C Sprinkler Wrench Note: Do not install the Model F3QR Dry Pendent Recessed Sprinkler in ceilings which have positive Sprinkler Identification Number (SIN): R5714 pressure in the space above. 2. Model F3QR Dry Pendent Concealed Sprinkler ' Dim. 3 %" to 48 "(89mm to 1219rTrn) in '/d (6mm) increments (�) (2 ) Above Pied Inlet Protrusion CCP Cover Plate Finishes __ " r•ti ____t____rr __"‘ Standard Finishes Special Application Finishes _ Chrome Plated Bright Brass Plated 8 _, i White Black Plated r == . z - Black Paint L Off White _` syst.m 1.. Satin Chrome olire "' Utilizes the y % " cover plate with ' total adjustment. +` NPT ` Other finishes and colors are available on special order. Consult factory for details. 2 1/2' Dia. [6.35mm] `A` Dimension Hole in Ceiling Standard Temperature Ratings Adjustment Range ± 3/ 2 19/64" Dio. Sprinkler [t4.76mmmm ] [ 58.34mm] Temperature Cover Plate Max Classification Rating Temp. Rating Ambient Temp. Nominal Position Sprinklsr Ordinary 135 °F (57 °C) 135 °F (57 °C) 100 °F (38 °C) of Coverplote Cup Assembly Ordinary 155 °F (68 °C) 135 °F (57 °C) 100 °F (38 °C) _ _ �i� Coverpkte Intermediate 200 °F (93 °C) 165 °F (74 °C) 150 °F (66 °C) c .ding Assembly High° 286 °F (141 °C) 165 °F (74 °C) 150 °F (66 °C) —° ` ca ling� 3/16" [4.76mm] I I Iltilair * Listed and Certified only by cULus. Cover plate Adjustment Note: Do not install the Model F3QR Dry Pendent Sprinkler Installation Wrench: Concealed Sprinkler in ceilings which have Model G3 R/C Sprinkler Wrench positive pressure in the space above. Sprinkler Identification Number (SIN): R5714 Model F3QR Dry Horizontal Sidewall Sprinkler "A" Dim. 2' to 48' (51 mm to 1219rrrrn) in Yd (6mm) increments Finishes['' 1 [38.10mm] Total Adjustment _ Sprinkler Escutcheon r 1 7 r — c� roq — — i r i= r------ - - - - -- T Bronze Brass lr1 t3J 4' [101.60mm] win. Chrome Plated Chrome Plated , ,/4 [31.75mm] 12' [304.80mm] Man White Painted` White Escutcneon Adjustment E ..._ "' Other finishes and colors are available on special order. System Tee ~1 I Escutcheon Adjustment 1 Consult factory for details. r NPT i L f m White painted sprinklers will have chrome plated can. 1 r l _ E ..._ 1/4" [6.35mm] : \ ° 3IN 2 3132 I` ` [ 1 [53.18mm] l� Standard Temperature Ratings ' : ' I1I IIII — f '' — I 76.20mm ] Sprinkler i - - Temperature Max. Bulb 2 1 /8 No. [ , Classification _ Rating Ambient Temp. Color [53.98mm] Hole in Wall t " 1/4" [6.35mm] Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Protrusion Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Sprinkler Con Intermediate 200 °F (93 °C) 150 °F (66 °C) Green — "A" Dimension Nominal Position High 286 °F (141 °C) 225 °F (107 °C) Blue Range + / 4" [ zrco. r +6.35mm ] of Escutcheon Sprinkler Installation Wrench: Note: The sprinkler Can protrudes Yd' when escutcheon is Model G3 Sprinkler Wrench in nominal position. Escutcheon adjustment pro- vides +/4 ( +6mm) to -11/4" ( -32mm) "A" dimension Sprinkler Identification Number (SIN): R5734 adjustment range. 3. Model F3QR Dry Horizontal Recessed Sidewall Sprinkler "A" D i m . ! 3 to 48" (89mrn to 1219mm) in 1/4" (6mm) naements r- -- Como 1 Finishes`'' LT - 1 + s / sz• Sprinkler Escutcheon En°WGn•Gn h — ( 35.7mm) Bronze I Brass 4 [101.emm Min. Chrome Plated Chrome Plated - Sn1em Tee C op I 12 [sa. °..* White Painted White 1 - NOT " _ ' Other finishes and colors are available on special order. Consult • N { ;� __. -- ��_ { factory for details. Cup remains unfinished. "See page 2" u' Il\ rill I I 3 7/32 DIG. R . � eI;11111I -- -- �� I 11 , L . (81.emm] 2 1/2" so. . -'I 1 1 (63.5mm] Hole in Roll I l 2 19 /64 j t_ [S 6 -smm] 1/2" (12.7mm] Standard Temperature Ratings A ar 1 R°ng E� �w•1me 1e7FGO5 +1/2• -0 Sprinkler ( +12.7mm -0] Temperature Max. Bulb • FOR FwcTOar MUTUAL �Fr� Classification Rating Ambient Temp. . Color • 4' - 6' FOR UNDERWRITERS LABORATORES (UL) Ordinary 135 °F (57°C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 200 °F (93 °C) 150 °F (66 °C) Green High* 286 °F (141 °C) 225 °F (107 °C) Blue Notes: Do not install the Model F3QR Dry Horizontal • Listed and Certified only by cULus. Recessed Sidewall Sprinkler in walls which have positive pressure in their side space. • Listed by cULus for Quick Response. Approved Sprinkler Installation Wrench: by FM for Standard Response. S • Recessed Horizontal sidewall sprinklers are listed Model kl r Installation Sprinkler n Wrench: p with cULus for installation of min. 4" (100mm) - to - Sprinkler Identification Number (SIN): R5734 max. 6' (150mm) below ceiling and approved by FM for installation of min. 4" (100mm) - to - max. 12" (300mm) below ceiling. Technical Data: Ordering Information Orifice Size: 1 /2' (15mm) Specify: Thread Size: 1" NPT per ANSI B2.1 Working Pressure: 175 psi (12 bar) 1. Sprinkler Type (select one): Nominal K Factor - US / (Metric): 5.6 / (80) (a) Model F3QR Dry Pendent Product Description (b) Model F3QR Dry Recessed Pendent Reliable Model F3QR Dry Sprinklers are quick response (c) Model F3QR Dry Concealed Pendent sprinklers utilizing a durable 3mm frangible glass bulb. This (d) Model F3QR Dry Horizontt ad al Sidewall quick response enables these sprinklers to apply water to a (e) Model F3QR Dry Recessed Horizontal Sidewall fire much sooner than standard response spnnklers of the 2. Sprinkler Temperature Rating. similar temperature rating. 3. Sprinkler Finish. Model F3QR Dry Sprinklers are intended for use in enclosed dry and preaction systems and in enclosed areas subjected 4. Cover Plate/Escutcheon Finish. to freezing temperatures, such as freezers and unheated 5. Length: portions inside buildings. "A" Dimension (face of tee to face of ceiling or wall) Environments wherein dry sprinklers are employed can be in 1 /4" (6mm) increments. corrosive. For this reason, Model F3 Sprinklers have a special wax fillet placed in the gap between the cup that supports the 6. Model F3QR Dry Pendent (a) is available without bulb and the wrenching boss. This wax will not interfere with sprinkler can and escutcheon. the operation of the sprinkler, and it prevents contaminents from entering the internal portion of the drop nipple. The wax must not be removed. Note: Operation 1 The "A" dimension is based on a nominally gauged pipe thread "make -up" of 0.600" (15mm) per ANSI The glass bulb consists of an accurately controlled amount B2.1 [7 threads approximately]. of special fluid hermetically sealed inside a precisely 2. All platings and paintings are decorative and manufactured glass capsule. This glass bulb is specially intended for interior use. constructed to provide fast thermal response. When the temperature increases sufficiently, due to a fire, the bulb shatters allowing operating parts to clear the waterway. This enables the inlet seal to release air or water and subsequently, cause water flow over the deflector in a uniform spray pattern, controlling or extinguishing the fire. 4. General Installation Instructions the bulb supporting cup and the wrenching boss. Do not In steel pipe, the Model F3QR Dry Sprinklers must be replace this wax with a substitute substance. An Alternate installed only in standard (ANSI B 16.3 class 150 and substance may interfere with proper operation of the ANSI B 16.4 class 125) pipe tees even at branch line sprinkler. Do not clean sprinklers with soap and water, ends. For these and CPVC* Tees, the dry sprinkler ammonia or any other cleaning fluids. Remove dust by should be installed and confirmed to have appropriate using a soft brush or gently vacuuming. Remove any protrusion into the tee in accordance with the figures on sprinkler which has been painted (other than factory pages 2 & 3. Dry sprinklers must not be installed into applied) or damaged in any way. A stock of spare elbows and into pipe couplings located on drop nipples sprinklers should be maintained to allow quick to the sprinklers. The "A' dimension of a dry sprinkler, replacement of damaged or operated sprinklers. Prior to which extends into a freezer from a wet pipe system, installation, sprinklers should be maintained in the original should be selected to provide at least 14" (356mm) cartons and packaging until used to minimize the potential between the freezer's outside wall or ceiling and the wet for damage to sprinklers that would cause improper pipe line. When the temperature inside the freezer will be operation or non -operation. below -30 °F (- 35 °C), increase the 14" to 20" (509mm). 1. Cut the specified size hole (see illustrations) for the sprinkler in the ceiling directly in line with the tee. ` Spears CPVC sprinkler adapter tees (with steel thread 2. Apply pipe joint compound to the 1" (25mm) pipe insert) can only be used with horizontal sidewall threads and install sprinkler using the Model G3 or sprinklers which do not require protrusion into tees to G3 R/C Sprinkler Wrench as specified. prevent ice or debris blockage of sprinkler inlets. These push-on escutcheon or cover plate. CPVC tees do not permit sufficient sprinkler inlet 3. Install the P P protrusion as required for pendent installation. Note: Installation of the Model F3QR Sprinklers in copper pipe systems is not recommended, as this may reduce the life expectancy of the sprinklers. Model F3QR Concealed and Recessed Installation Instructions • The Model G3 R/C wrench (Fig. 1) is designed to locate on the wrenching pads of the recessed sprinkler while centering in the cup. A standard 1/2" drive ratchet may be used to drive this wrench. Figures 1 and 2 show sequentially the insertion of the wrench. First the wrench, with its jaws above the sprinkler deflector, is moved laterally until centered with the cup. Then raise the wrench inside of the cup until its jaws engage the sprinkler's square wrenching pads (Fig. 3). To remove the wrench, follow this procedure in reverse order. Care should be taken to avoid striking the deflector, with the wrench. • Model G3 Wrench (Fig. 4) is used for installation of Pendent and Horizontal Sidewall sprinklers. • Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Maintenance The Model F3QR Quick Response Dry Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not remove the factory applied thermally sensitive wax fillet between 5. .. -4 " � Fig. 1 - G3 R/C Wrench Fig. 2 - G3 R/C Wrench Fig. 3 - G3 R/C Wrench Fig. 4 - G3 Wrench The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured b The Reliable Automatic Sprinkler Co., Inc. Recycled El M (800) 431 -1588 Sales Offices Paper (800) 848 -6051 Sales Fax (914) 668 - 3470 Corporate Offices Revision lines indicate updated or new data www.reliablesprinkler.com Internet Address E G Printed in USA 6/05 P/N9999970175 1 [001 ] l£SIS ON X21 /X,LI £Z =OT NOTE SO /LZ /90 BAT FAX Destination: CITY OF TUALATIN Attention: JERRY WADE Page 1 Of 2 Fax No. 503 -691 2798 Date: 6/27/05 From: MEGAN HSU Dear Mr. Wade, We are an architectural firm in San Francisco. Recently, we are working on a new Discovery Channel Store in the Bridgeport Village, Oregon. This store is located within the R2 Buildings and is outdoor retail space. The total sq. ft. is 2,929. There are two existing egress exits connect to the mall corridor. We are not familiar with the local building codes. Please help us to answer some questions list as below. How many toilet rooms need to be place in this store? Who will be the main user for these facilities? (Customer or employee) is there a requirement for the drink fountain or mop sink? What is the suitable design to lead customer to the rear egress exits? One -hour rated corridor to separate away from other space, non -rated corridor or 44" wide pattern path through the stock room? Please verify these confusions for us. Please response as early as possible. Thank you for your assistance. Sincerely, Megan Wsu I ( ) Pit BAT ) G" 522 Second Street V i\/ San Francisco, CA 94107 1j)1" 1 1- Tel: 415 -512 -9281 ext. 206 v n V' Fax: 415 -546 -6415 1 1, 1 �' BRUCE AND TOM 522 2 Street San Francisco, CA 94107 Telephone (415) 512 -9281 Telefax (415) 546 - 6415 T - d ST'9 -9'S STis 35 puooaS ZZS esI :so SO LZ unr 1 1 , 1 _ 1 D r - S '- - '�c0 -v4 -co 3 -- 5 .5 - -C -7 ,‘ (x'04 1 - tteclA.A.rd ,D 3 -- 0 1801 - -70Z.13- (B r,-44,) 1 �/43, - S pa,- %55 s O3- 3 - o yi,'(pet,) 1 14yA-G - A- ekeia, icc:j sV ` %1- /5 CAk 1 7 13r4;5s A,- s'il /G - a7d7 ( AN) 1 1 3•Pr,'i.kle r - KJ-e s he 1-4 s'63 - 6s -1-7_5:r (7-d4) 1 A ry elers uk/d('d ;N 63 - e ) -- 71o3 CT ed) n / 1 F; re k1 a rrh - B c r, g-(�.� r ,� s - y yof - cys ('c 1 in of c o, ce c t j -a ro 3 r 71 L' 3 3 .-�f ., 1 5 kotttl .s -- Cd. sda C 0 14 4 116 1 -& Criml q.,---j,,,,(4,4 (grt c<A,..1,6, 4,6,6 SD 3 - 16 s7- 9 N ( 9 Zo 1 si9NA 3► '/ 73-_3$ ,a77e f � Ste_ - � 1 --74 -I '- S Yc (4_0,0 1 p :- -- cov.,4 6,;,.,,d..AA, j- 3 - D-S acv ( R4e,) 0 F"rc )(S e., 1� U �7 3 7 //7 (/h;� e )) 1 &a1`ce ` � .SU3 - o / s -I- (..ect 3 -- aa6 - 1LOD T 1 ` mbettra Fiof'r-- ) ,03 " 36 Li ` 1 fg9 Cam, ` ties+ Cv „S- ge (t,,,,t1„,) ii l - qt - c /663 (7 4- s -u3 ` - / - 77 - 11523 ( Si--cre) 1 C -- 1-a-t4t-y. 63 - 796 --- L1 ) «e r - i ,a 95 — $ f — c - 35 q CcL) 1 ( C-keiLA---'i • 1 YAew.) ? --C a- - 5 'Is - ( 4 "t1 ( nod?) I .M .,: "..k '+t ,i: .StS .,` ,sr`i :L._ ;8 .. ..,..i .,......- . .. ;4 :+' -. • DEPARTMENT OF LAND USE & TRANSPORTATION 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 Perm i t It : 1352U.378 i Project it: F'o1J2 / ..3 . to tus : APF ROVED Issued : 09/26/2005 E xp i r•es : CP/26/200 Req. Date: 12/01/2005 r i t i. on Type; C;OMELEC Construction Type: 0TH Permit Ti tle : Commerc i. a I E l e c t r i c a l A;.7r i ed Date: 09/23/2005 DESCRIPTION: DISCOVERY STORE - (2) 200 AMP SVC. 50 COS FOR T /f; ADDED (1)200A IMP Page: 685 G GI d: G2 Address: /'325 SW BR I OGEP'OR T RD . 1 I (. ARD L_oe.:atior : I' arc:'E•' 1 : 2S113DB I1 T0!J (_FCC_': r+vanep Name: Phone: or,pl , cant Name : ELECTRICAL DIMENSIONS Phone : 503-282-7255 c..on trac for : ELE.CTR I CAL DIMENSIONS Phone : ! Inspector Comments : ,..--(///0 % • c App:r•ovecJ M ..._.... VPI4 - f - C' 1 ry+culr� ucr��ItI S�;'Tk.did^ � .._ .__.._.__.._ _. - - - -•- - �+�r -env � 470,05 ___. 750k Declaim! inspector ' a?fri,f0 0 42, 16)12.10" et_ /4.41.4._ 4,e � 1 LS O' t�ceod4 d �.r- /3�'ci �.�' ALL CORRECTIONS _.._._.._._..__._.._....____.__......_ t�_ _..._- MI�ST -I3E -MADE _.._ (oie CUt%7te lro,r . _ p y ,3t WITHIN 20 DAYS. UU t 5 is a nd i ncl Permits i nepec t._d Nye Date: *•*'**** Items Reouested to be Inspected * * **- *' Item A inspection Description Requester 499 Final Electric<'i DatEx- Voice PA AP CAN IVR AM *MSG 366965$ Request for i nsp . # 499 * * ** *•* * ** Inspection History * * * * * * * * ** item i# Description Insp. Da to Inspector Approva .l 402 Underground Electric 10/13/2005 DES AF-' Comments: I VRS -• Inspection :0000* r 404 cover lo/ 2F /2oo5 DLS AF Comments: IVRS - Inspection :0000* • , 49• . � �f O (. FAN TEST REPORT 7;,./rK / ''% / Gs 2. 97 / Project 0i5t0 C1�a,n nLl 9`lt Ca Arid // Date 4-3.0 - o5'" 1' --2- S'Ee'.' 2 at) 3t c Unit Tag C r -/ Service Manufacturer __Al - t - e) A e. t'l( Model Number aS i `�\ 7 Serial Number ` Qii Motor Horsepower j.�� Motor Manufacturer d f'J ' Motor Frame . -Jp-d • Motor Service Factor ( (0 Motor Sheave D Fan Pulley Belt Size ., 4"`�i.•ic.. ,•. ...,.: •... c... ,... .. I . .... .,2Y.`�.; ,;..,, :: oy:. 2. .;.:.f'. %;'; +.Y +:: <�: >.�� >,:;: :;ua� �:::; �'.2 > +: <; ;'q }: •r'� *Pow .:3 .�},, f: S +s a Y 7 ,•, : � .: < ° •' ��i:>:;> rs,::a�r• ' ;•�2 �i`� >2 �� `•E`:� 2 ��`• s�"'' >:�R.:..`•� ".:: ^:�. e.. � ' ..:t ; ... £.:5t }: o-:: � ,c x: ;��•.. • .� ., ;g• :'•f' 3:•rb:R '.'.' :bb:}:.,... li .n:. :k .`t: i:`.:i .;4,}.,.;;..;r:::;.t2;. ,8 {:;..;.. {.q..:.. : `i�' i o •ii:. . >,.:. .. s.,,a •o-.:.�a.� ;..:2x::.2 #., f. n.•� :.:. .. ....:: ,:: > <c}.:: }}:. �.>;.>:.< fi } } >.' >2:: #.w'; }v.o:�nw::�Y,i'o- ,�f�•w,2` ✓.•>,oe�'2a�:�kiA :.t�,..:.•, CFM _ 7S Total Static Pressure _O4_ G-.ry, Minimum Outside Alr Full Load Amperage T 1/T2/T3 / 2 ) . Voltage T1- T2 /T1- T3!T2 -T3 / f 5-7-177-9 Motor RPM 0 Fan RPM 4 / _ , ... . .. N:: `. $i } ' . Y.^ Y:ti?. `:'t t } f ag f. ! . . . ... . I� } [ F �' :v .i }: f . :.•p ....... Ti.. %: iti`� }.... ...... :.:ti •.. ... . .. .•. } . .. .....,..i..:.J's:G. .. ..... ::.�:.:T•��. `. .. ..w n�: Fan Pi 11111ENIZEINNI Coil Filter (' 1 , l 1 1 • 1.4000700111•111 CITY OF TUALATI RECEIVEL) NOV 3 0 2005 ENGINEERING & BUILDING DEPARTMENT VENTILATION TEST SHEET PROJECT: !s Chav7 eJ Store — 8Yi p.•�t- Viii SYSTEM: (Z'rU -1 (nt'.) DATE: 7 /-'e ..6cc-- ir::,,..• o , F I is % : l j 4 3g 1O 5 bc;$ 4 = /02 u 1 •h i 100 1110 'A /4; j 0 QP X000 r,a7-) foe/ 6 /os _KEE .S/00 054 _ ?e s. , 9' 6 , TIN laili NO' 302105 - GINEERI G & ; I Milk VENTILATION TEST SHEET PROJECT: niStoVe-r, _ Ct^anoel Std - BriJ,tpnrt Vil2Ic SYSTEM: — j DATE: A /-2-0 r i; r i RTu -I Io" Yom¢ Mrs S—Co c).10 2-8S � l .031111301 z0.:0 M R. 32 3 38 — e1 421 `z .. 5 1 f7 .2gc, ill 309 287 L" 107 100 - /3D los ---- ■ _ too X03 / $i 07 - -- - — °° 175 1.2e, 0 9 ICr 9 6,1 3iS 2 -73 414 g — _ to _ -- -- - 3-75 s 4 Z 1 ili-7a 11 - 315 6%- I 3 ?? It 3i5 p 41-s 395 1 17 q2.1-- 3q - -- 7 "G 8 4 I b 3e/ ___ 1 15 el 1s 2- 4 24 Z 6�3 3� 4 ke % erS � po 7e / . -D3 '7/ ; ) z3 /06 I- 12,, loo cgs . � i / s o Il 4 n 07 loa; p 111 - I Do I15 "/ o f 2 LI i00 /fir • • 3 ; v u ■ too / ,.. 1/.5 J ot 13 i loF D TIN tot /23 vi IP WI . ,, 10v 1 . 3 6' 15V - a All ENGINEERING & BUILDING DEPARTMENT FAN TEST REPORT Project 0'15codwy (1"A►,ntJ 5+ - tri hryter V i !Isle Date / / - J5 Pg#040:1 Unit Tag R Tu - / Service store Manufacturer Tat, Model Number TCD151 Serial Number 541-1 001-ODD Motor Horsepower 5 Motor Manufacturer Maildti+o•1 Motor Frame Motor Service Factor 1.15 Motor Sheave x 1 l Fan Pulley gK13o x Belt Size 6/ 't B' 'iii •l.+s " ... t,.. 3 , �;Y . •tQ > i::Yi. .:;:, i Fq {:y: > {::'.+ ( :;, <; x � CFM o0 '(a fro 27'; Total Static Pressure COL .1% Minimum Outside Air _ 9C0 9 . _ Full Load Amperage TI /TZ /T3 1 3 5.9 51 5 Voltage T1- T2 /T1- T3 /T:2 -T3 yy - LO 1/8-1/9'0- f'95 Motor RPM r / 35 0 Fan RPM (1 4- % Static Pressure P I I n Fan Esp - t , 315 q�� aril& MAI ATIN Coil RECEIVED Filter NuV 3 0 ZOOS `1 EliGHT-TRING 0.5,4 neoecce �y i5 X t = 5.0 BUILDIN(6DYARTM W 7 A 30 -4 FAN TEST REPORT i on. 972-2 Project Viva- stint_ ( tyi1 . Date / / -OS' Y ., . ,h.k; Z S* - Zo 3°a' Unit Tag F -/ Service Manufacturer f A) "r"D h C A Model Number [0 7 3 , \�4 Serial Number -.,-- --- -- i Motor Horsepower Motor Manufacturer d Ili_ Motor Frame _At • Motor Service Factor i , !� Motor Sheave D Fan Pulley Belt Size l' "--- : CFM _______7_,S- "rota l Static Pressure d C.-4, Minimum Outside Air t Full Load Amperage 1 / 2 I. l Voltage T1-T2/T1-T3/T2-T3 1/ S'7 -- Motor RPM 1 .0 Fan RPM / 111=7; Fan Coil - - NEM Filter 1111Ping»ll11111 1 f5 r 0�� RECEIVE' NOV 3 0 2005 ENGINEERING & BUILDING DEPARTMENT • VENTILATION TEST SHEET PROJECT Chann sfiK 0AJje * %MIT SYSTEM' 2TV --) (') DATE: lll� F . i i 1��R1 s .- I i P y L. �y�6 �� fd K t t;:'y'r O K 11 , . "'111 ... IIMI la 1 _L j 114538 I� if / 6.,:s 6 »z } ,... 1 ioo G 000 � :, � - / 3/ 1 _ 6 10S 111 , I (I 5 , /4 4 I EMI , III 57 is1, $d43 at' 11111111 11 - N0. 302105 MENG & Mi . . • , !., 11 1,, ; I iii • VENTILATION TEST SHEET PROJECT:__ DISCoVt CI•Io ivieI S — �✓iJjypo� J V�it� i SYSTEM: —1 /T — DATE: / '-'- O I ' t ! d 1 it i , KI U -I _I __ ID" zio N, 149 rIS .5Z Pill Sob 28.5 - eh.•' Z ( --- 115 0 3 301 Z0 �Gy 3 OS - ,. 3¢2 413 38 y - -- -- #6.1 5 0 421 3�Z — - 5 IF 1 - - -- �' 3 . 75 .0° 305 28 7 -- L L" 1 ° 7 I DO c ' 13 IDS` 1 ■ I (Do 203 c 1 d t I IDO 175 r 120 o _ -- 9 - - -- - IV 4�1 -- -- 3r 2 73 414 8 — - -- - f0 —� - -- — 315 EN 4? 1 - - 39z 1 il — - 315 / 1 �4_ 3i? P' l Il. 3 0 q25.- 395 13 _ " _ _ 315 77 7 4 121 - _ 3gi7 - - -- ri 115 ¢l8 C 410 3e IL /5 k. 2- 4 2. 51,6 IE'o` _11 f C'S Z 6 vg• o0 7( . 103. Of 1 Z $ )06 IS C 1 2 ( p too Cgs" . = X 5 1 3 15 0 11 4" 0' 1017 12 _ e, __ tioo /15 4' a_ 10 -- -- ZI toy lr ��(3 �� v � u Ito / _ '1 r J Z3 c OF J T c TI" Ivy, / 23 f5. /0 vi VIM . i t 1C° 1 36 1570 ENGINEERING & BUILDING DEPARTMENT r Building Permit Application 40 r /` OFFICE USE ONLY City of Tualatin Date eceived Permit # n 18880 SW Martinazzi Ave j - 'OS O.5' 7 o Tualatin, OR 97062 J Date issued By Phone 503- 691 -3044 Fax 692 -5421 7- / s s Receipt 7 www.ci.tualatin.of.us TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING "New 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 CATEGORY OF CONSTRUCTION work indicated on this application. Valuation ❑ 1- and 2- family dwelling ® Commercial /industrial ❑ Accessory building ❑ Multi- family Number. of ." •, :, : ❑ Master builder ❑ Other: Number of bathrooms. JOB SITE INFORMATION AND LOCATION Total number of floors: t Job site address: Bridgeport Village SW Bridgeport Road (% 25 New dwelling area: feet City/State/ZIP: Tigard OR 97224 ,5b3 -624- - 97fL7 Garage/carport area: s. feet Suite/bldg. /ap no.: R -201 Project name: Discovery Channel S-ys re Covered porch area: square -; Cross street/directions to job site: SW 72nd Avenue #t 3r-c- Deck area: square feet Other stmcture 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: ;'nL^ Lot no.: equipment, materials, labor, overhead, and the profit for the , Tax map /parcel no.: oC 5 f 1,0 ? 3 I I 1 c / work indicated on this application. _ __ 6 _ b I DESCRIPTION OF WORK Valuation 'Pp o� s q1• Retail Tenant Improvements - Existing building area: L square feet f New building area: r ag 30 / s feet Number of stories: I jr Type of construction: It r 6 . ❑ PROPERTY OWNER pi TENANT Occupancy groups: Name: Discovery Communications, Inc Existing: Address: 1608 Fourth Street New: 1'.^ 1 City/State/ZIP: Berkeley, CA 94710 NOTICE Phone: (510)558 -6215 Fax: (510)558 -6300 All contractors and subcontractors are required to be ❑ APPLICANT jg CONTACT PERSON licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Business name: Bruce And Tom jurisdiction in which work is being performed. If the Contact name: Tom Collom applicant is exempt from licensing, the following reasons apply: Address: 522 2nd Street City /State/ZIP: San Francisco, CA 94107 Phone: (415) 512 -9281 Fax: : (415) 546 -6415 E -mail: AVIVIV. eVA'reo vLt-)/. Gore / 36$ -6S1S CONTRACTOR ear7 ..Bret.• /ce BUILDING PERMIT FEES* Business name: TBD `ACICr - Atni' Please refer to fee schedule Address: il Lo � � )( I11t St yT ft r �St,t,t. G 2 Fees due upon application City / State/ZIP: P)1(X?,1/11Anr - , ol h G - 1 1 Amount received Phone: (�5L) (8c.)44... 2�=7Y , Fax: ( ) Date received: CCB lie.: to L t + t� This permit application expires if a permit is not obtained - 0 - within 180 days after it has been accepted as complete Authorized * Fee methodology set by Tri- County Building signature: Industry Service Board Print name: Tom Collom Date: 7/28/05 440 - 4613T (11/02 /COM/WEB) , c _ it_e-a .e,-1,,I. D4-vyv-ar-ce,_) , '- . cc Y / ? 0 V 6(.0..„ 1 -/D, 00o KeLee pet4,0 / ev 0 L .� � / ' / ,,,. ?PQ/ °0 - I , , a . 2 V ' = " --/a) 44. - - 4°!7i-' p 09 p ,9.14_ 12_S yip .6c-s PLuk., y ._ - o ? Z 73.3 - Atts2 -(,k f a.0 75 �- o0 ,, , 2 `7o 6. 0 a /5 / t i F 7 73g 53'•S a 4 ( 3L/O 08`' P,€ y / - i$7 X �is � L S a(3'5" •3 7 / h= F .Le-- 40R- vim- c-11— I 00 t o* .5 Nits e - 70. 00 STATE CERTIFIED ��`/° � /� � � _ PLANS EXAMINER 57/45, X 70 FL PLANS '� h FL & S PLANS 4$ Ida.? r _--- - - ---: 62 re 574 PE (� .r ••:.� ;; 5568 PE Q.o2 is J �� J. �;�NC (1 ,,—. co I a- '7 / 1 012, CI TY OF TUALATIN - BUILDING DIVISION PERMT 18880 SW M4RTI 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 cation Number 05- 00004190 Date 9/ 16/05 Property Address 7325 SW BRI DGEPORT RD BD R2 TAX ACCOUNT NUM3 E R: 2 S 1 WI 3 AC01 201 ALTERNATE I D: 01252500 Tenant nbr, name DI SCOVERY CHANNEL Appl i cati on type description COM+ERCI 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 COMvERCI AL Appl i cati on val uati on . . . 210000 Owner Contractor ELDER J ONES 1120 E 80TH STREET STE 211 BLOOM NGTON MA 55431 (952) 854- 2854 - - - Structure Information 000 000 TENANT IM'ROVENENT Construction Type TYPE I I CONST Occupancy Type NERCANTI LE Other s t r uct i nfo Fl RST FLOOR SQUARE FOOT 2930. 00 Per mi t 1 E CHANT CAL PERM T Additional des c . . •ECHANI CAL / TENANT I M'ROVENEN Permi t Fee . . . . 634. 00 PI an Check Fee . . 412. 10 Issue Date . . . . 9/16/05 Valuation . . . . 20000 Expi rati on Date . . 3/15/06 Qty Unit Charge Per Extensi on BASE FEE 148.00 18. 00 27. 0000 THOU BLDG, VAL 2001- 25000 486. 00 Permit PLUM3I NG PERM T- COMYVI NDUS Addi ti onal des c . . PLUM3I NG / TENANT I M'ROVEKNT Per mi t Fee . . . . 75.00 PI an Check Fee . . . 00 Issue Date . . . . 9/16/05 Valuation . . . . 0 Expiration Date . . 3/15/06 Qty Unit Charge Per Extension 1.00 15.0000 EA PLBG, WATER HEATER 15.00 1.00 15. 0000 EA PLBG, WATER CLOSET / BI DET 15. 00 1.00 15. 0000 EA PLBG, LAVATORY - WASH BASIN 15. 00 1.00 15. 0000 EA PLBG, FLOOR DRAIN/FLOOR S I N K 15. 00 1.00 15.0000 EA PLBG, OTHER SAN OR POTABLE 15.00 Perna t SOFT BUI LDI NG PERM T Addi ti onal des c . . TENANT I M'ROVENENT PERMT MIST BE POSTED ON THE JOB SI TE FOR I NSPECTI ON. PERMT WI L L BECOME NULL AND VOID I F WORK I S NOT CONNE NC D WI TH1 N 180 DAYS OR WORK 1 S SUSPENDED OR ABANDONED 180 DAYS. CI TY 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 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Page 2 Appl i cation Number 05- 00004190 Date 9/16/05 Per nu t Fee . . . . 917. 00 PI an Check Fee . . 599. 59 Issue Date . . . . 9/16/05 Valuation . . . . 210000 Expi ration Date . . 3/15/06 Qty Unit Charge Per Extensi on BASE FEE 587. 00 110. 00 3. 0000 THOU S QF T BLDG, VAL 100001 AND UP 330. 00 Other Fees SEWER CONNECT! ON - USA 1560. 00 SURCHARGE- BLDG 73. 36 SURCHARGE- P L BG 6. 00 SURCHARGE- LEECH 50. 72 Fl RE LI FE SAFETY B 412. 65 Fl RE LI FE SAFETY M 285. 30 TRFC 1 M'ACT- SPECI AL /WA CO 8735. 85 Fee summary Charged Paid Credi ted Due Permit Fee Total 1626. 00 1626. 00 . 00 . 00 PI an Check Total 1011.69 1011.69 .00 . 00 Other Fee Total 1 1 123. 88 1 1 123. 88 . 00 . 00 Grand Total 1 3761.57 13761. 57 . 00 . 00 PERMT MUST BE POSTED ON THE JOB SI TE FOR I NSPECTI ON. PERMT Wl LL BECOME NULL AND VOID I F WORK I S NOT CONTENCED IM THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. c �� CITY OF TUALATIN 18880 SW MARTINAZZI AVENUE � TUALATIN OR 97062 -7092 503- 692 -2000 • SANITARY SURFACE WATER PERMIT ,,r r"- f Date / Water District Project No. 1 s cl i '1 q_ot Block Of E Owner Name,Ii LV • t,LQ ndi .r.3►t.4iclt I I - ' dikk Plione S s i X 1 Address /City /State /Zip 16 3 )711_4 1 a kL L J A. / 0 Connection Address _ - } Jap ` ax Lot /'? Surcharge Dist. Treatment Plant JiJ LI Qtr Sec Upstrm MH Type of Connection t- Type of Installation Type of Occupancy Connection Fees: Residential Commercial Dwelling units Fixture units Service units Impervious sq ft Miscellaneous Sewer connection 1560.P 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 Mechanical Permit Application %� OFFICE l SSE O\ L.l City of Tualatin ` Da received _ Permit # 18880 SW Martinazzi Ave - 3_ -0 Q � 4 Tualatin, OR 97062 � Date issued By Phone 503 -691 -3044 Fax 692 -5421 / Receipt LL www.ci.tualatin.or.us � ! �� S . 73 7 7 TYPE OF WORK COMMERCIAL FEE' SCHEDULE — USE CHECKLIST ❑ New 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, and profit CATEGORY OF CONSTRUCTION Value: $ 1A IQO7 RESIDENTIAL EQUIPMENT I SYSTEMS FEES" ❑ 1- and 2- family dwelling ® Commercial/industrial ❑ Accessory building For special information use checklist. ❑ Multi- family ❑ Master builder ❑ Other: Description I Qty. I Ea. I Total JOB SITE INFORMATION AND LOCATION Heating/cooling Job site address: Bridgeport Village SW Bridgeport Road cd �� air - 73Zci co r ndititioning 15.00 City/ State/ZIP: T' rd, OR 9 Gas heat pump 15.00 Duct work 15.00 Suite/bld J . no.: R-201 Pro'ect name: Discovery Channel 8 erg Hydronic hot water system 15.00 Cross stree to job site SW 72nd Avenue 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 Other: Subdivision: Lot no.: Other fuel appliances Tax map /parcel no.: Water heater 15.00 DESCRIPTION OF WORK Gas fireplace 15.00 Flue vent for water heater 15.00 Retail Tenant Improvements or gas fireplace Log lighter (gas) 15.00 Wood/pellet stove 15.00 Wood fireplacelmsert 15.00 Chimney/liner/flue/vent 15.00 I Other: ❑ PROPERTY OWNER ® TENANT Environmental exhaust and ventilation Name: Discovery Communications, Inc Range hood/other kitchen 15.00 equipment Address: 1608 Fourth Street Clothes dryer exhaust 15.00 City/State/ZIP: Berkeley, CA 94710 (bathrooms, duct exhaust 15.00 (bathr toilet Phone: (510)558 -6215 Fax: (510)558 -6300 compartments, utility rooms) Attic crawlspace fans 15.00 ❑ APPLICANT ® CONTACT PERSON Business name: Bruce And Tom Fuel piping Contact name: Tom Collom $15_00 for first four; $_.7.50 for each additional Furnace, etc. Address: 522 2nd Street Gas heat pump City/ State/ZIP: San Francisco, CA 94107 Wall/suspended/unit heater Water heater Phone: (415) 512 -9281 Fax: : (415) 546 - 6415 Fireplace E -mail: totalbat(aijmindspring.com Range CONTRACTOR Barbecue Clothes dryer (gas) Business name: TBD Other: Total Outlets Address: MECHANICAL PERMIT FEES" City/ State/ZIP: Subtotal ( 3 , 1 7 1, o 4 Minienunt-pomit fC3'5 �3c .e& Phone: ( ) Fax: ( ) t a i ,Z, 3 . C P Plan review (__% of permit fee) 1 -//„7 , /0 CCB lic.: _ t State surcharge (8% of permit fee) 50.7 a P Fr TOTAL PERMIT FEE / 5 . / Z Authorized n: This permit application expires if a permit is not obtained signature: within 180 days after it has been accepted as complete. Print name: Tom Collom Date: 7/28/05 * Fee methodology set by Tri-County Lido Service Board ,E� 4.¢e • t j 5 . c+0 4 ,........ . STATL CFRTIF1ED PLANS EXAMINER (-) .,,r7i.4, A i E L 40./...5 A GAvoriv" . Plumbing Permit Application City of Tualatin r � 1 Date received Permit # 18880 SW Martinazzi Ave � � S 3 S _ " 05 70 ' Tualatin, OR 97062 `��J Date issued By ly Phone 503 - 691 -3044 Fax 503- 692 -5421 Receipt www.ci.tualatin.or.us _ r S g 34 7 • TYPE OF WORK FEE* SCHEDULE ❑ New construction ❑Demolition For special information use checklist. Description I Qty. I Ea. Total ® Addition/alteration/replacement ❑ Other: New 1- 2- family dwellings (includes 100 ft. for each utility connection) CATEGORY OF CONSTRUCTION SFR (I) bath 240.00 ❑ 1- and 2- family dwelling ® Commercial/industrial SFR (2) bath 300.00 ❑ Accessory building 111 Multi-family SFR (3) bath 375.00 Each additional bath/kitchen 125.00 ❑ Master builder ❑ Other: Fire sprinkler ( sq. ft.) JOB SITE INFORMATION AND LOCATION Site utilities Job site address: Bridgeport Village SW Bridgeport Road - 7,1 Catch basin or area drain 15.00 City/State/ZIP: Tigard, OR 97224 Drywell, leach line, or trench drain 15.00 Suite/bldg. /apt. no.: R -201 Project name: Discovery Channel Footing drain (no. linear ft.: 15.00) Manufactured home utilities 60.00 Cross street/directions to job site: SW 72nd Avenue Manholes 15.00 Rain drain connector 15.00 Sanitary sewer (no. linear ft.: 45.00) 60.00 Storm sewer (no. linear ft.: 45.00) 60.00 Subdivision: Lot no.: Water service (no. linear ft.: 45.00) 60.00 Fixture or item Tax map /parcel no.: Absorption valve 15.00 DESCRIPTION OF WORK Backflow preventer 15.00 Retail Tenant Improvements Backwater valve 15.00 Clothes washer 15.00 Dishwasher 15.00 Drinking fountain 15.00 Ejectors /sump 15.00 ❑ PROPERTY OWNER ® TENANT Expansion tank 1500 Name: Discovery Communications, Inc Fixture/sewer cap 15.00 Address: 1608 Fourth Street Floor drain /floor sink/hub ( 15.00 (S: City /State/ZIP: Berkeley, CA 94710 Garbage disposal 15.00 Phone: (510)558 -6215 Fax: (510)558 -6300 Hose bib 15.00 Ice maker 15.00 ® APPLICANT ID CONTACT PERSON Interceptor /grease trap 15.00 Business name: Bruce And Tom Medical gas (value: $ ) Contact name: Tom Collom Primer ` 15.00 ( S Address: 522 2nd Street Roof drain (commercial) 15.00 City/State/ZIP: San Francisco, CA 94107 Sink /basin lavatory 15.00 Tub /shower /shower pan 15.00 Phone: (415) 512 -9281 Fax: : (415) 546 -6415 15.00 Urinal E -mail: totalbat@mindspring.com Water closet ' 15.00 is CONTRACTOR Water heater t 15.00 i 5 " Business name: TBD Other: Hourly Fee 60.00 Address: Other: Minimum Permit Fee 60.00 City /State /ZIP: Subtotal 7C; Minimum permit fee Phone: ( ) Fax: ( ) Plan review ( of permit fee) CCB lie.: Lic. no.: fie, State surcharge (8% of permit fee) 4 (�(i TOTAL PERMIT FEE BJ Authorized T his permit application expires if a permit is not obtained within signature: 180 days after it has been accepted as complete. • Fee methodology set by Tri- County Building Industry Service Board Print name: Tom Collom Date: 7/28/05 440 -4616T (10/02 /COM/WEB) b It/ it•tG 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 Dishwasher - Domestic 2 Drinking Fountain 1 Floor Drain - 2 Inch * 2 Floor Drain - 3 Inch * 5 Floor Drain - 4 Inch * 6 Ice Machines/Refer Drains * 1 Garbage Disposal - Domestic (to 3/4 HP) 16 Garbage Disposal - Commercial (To 5 HP) 32 Garbage Disposal - Industrial (Over 5 HP) 42 Oil Separator (Gas Station) 6 Shower - Gang 1 Shower - Stall 2 Eye Wash 1 Sink - Bar 2 Sink - Bradley 5 Sink - Commercial 3 Sink - Service 3 Washer, Clothes 6 Water Ext. 6 Water Closet 6 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. Date: 561 10 5 Inspector, p - 414 a Total Rating Business:DlSCori N F Size of Water Meter: k EDU Address: 1325 9 Size of Sprinkler: Tax Map/Lot: � 2t, I # of Private On -Site Hydrants: Cost l tea, -- A C--/ k )/ \\ V 1‘)/ DATE Z ‘.. 1 2 " .°5------ No, 334802 RECEIVED FROM £ I (km l/ e 00(65 5 -So - 111 DOLLARS U 0 FFO RENTe ' y n I S czy.444.1 I l l ACCOUNT OCASH I — Ill FROM TO PAYMENT Ce BAL. DUE OMONEY BY A, ORDER 2701 Building Permit Application . ed OFFICE USE ONLY Date re eive _ D S Permit # City 0 SW Martazzi Ave f Tualatin /0 18880 n f Tualatin, OR 97062 Date issued By Phone 503- 691 -3044 Fax 693 -5421 /0 .._ / 2 — 0 7 Receipt/ 720' www.ci.tualatin.or.us 7 3 V TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING ❑ New construction 0 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 0 Other: equipment, materials, labor, overhead, and the profit for the work indicated on this application. CATEGORY OF CONSTRUCTION Valuation ❑ 1- and 2- family dwelling ® Commercial /industrial Number. of bedrooms: ❑ Accessory building ❑ Multi- family Number of bathrooms: ❑ Master builder ❑ Other: JOB SITE INFORMATION AND LOCATION Total number of floors: New dwelling area: square feet Job site address: 7325 SW Bridgeport Road Garage /carport area: square feet City/State /ZIP: Tualatin, Oregon Suite/bldg. /apt. no.: Space R -201 I Project name: Discovery Channel Store Covered porch area: square feet Cross street/directions to job site: Upper Boones Ferry Rd. & Bridgeport Road 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 th work indicated on this application. Tax map /parcel no.: DESCRIPTION OF WORK Valuation $3,500 Install fire sprinklers for new tenant at Bridgeport Village. Existing building area: square feet New building area: square feet Number of stories: Type of construction: ❑ PROPERTY OWNER ® TENANT Occupancy groups: Name: Discovery Channel Store Existing: Address: 1608 Fourth Street New: City/State /ZIP: Berkeley, CA 94710 NOTICE Phone: (510) 558 -6215 Fax: (510)558 -6300 All contractors and subcontractors are required to be CONTACT PERSON licensed with the Oregon Construction Contractors Boar( ® APPLICANT ® CON under ORS 701 and may be required to be licensed in the • Business name: Western States Fire Protection Co. jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reason: Contact name: Darrell T. Fluit apply: Address: 13896 Fir Street, Suite B City /State /ZIP: Oregon City, Oregon 97045 Phone: (503) 657 -5155 I Fax: : (503) 657-5182 E -mail: darrell.fluit @wsfp.us CONTRACTOR BUILDING PERMIT FEES' Business name: Western States Fire Protection Co. Please refer to fee schedule Address: 13896 Fir Street, Suite B I Fees due upon application , City /State /ZIP: Oregon City, Oregon 97045 Amount received �t /N Phone: (503) 657 -5155 Fax: (503) 657 -5182 t/ Date received: CCB tic.: 104570 This permit application expires if a permit is not obtai within 180 days after it has been accepted as comple signature: / ` ' `� ` Fee methodology set by Tri -County Building Industry Service Board I Print name: Darrell Fluit I Date: October 7, 2005 I 440 -4613T (11 /02 /COM/ I Building Permit Application %� OFFICE USE ONLY City of Tualatin Date reneive _ 5 Permit # r 18880 SW Martinazzi Ave 0 , �f Tualatin, OR 97062 • . ` J Date issued —By Phone 503- 691 -3044 Fax 693 -5421 / /° ...- / Z - D 7 Recei 71ff www.ci.tualatin.or.us 7 N 3 `, ' TYPE OF WORK s 6. ,; : - ; , REQUIRED DATA 1- AND 1- FAMILY DWELLING _•' El New 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 °` CATEGORY OF CONSTRUCTION work indicated on this application. Valuation ❑ 1 and 2- family dwelling ® Commercial /industrial Number. of bedrooms: ❑ Accessory building ❑ Multi- family ❑ Master builder ❑ Other: Number of bathrooms: s ' JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 7325 SW Bridgeport Road New dwelling area: square feet City/State /ZIP: Tualatin, Oregon Garage /carport area: square feet Suite/bldg. /apt. no.: Space R -201 Project name: Discovery Channel Store Covered porch area: square feet Cross street/directions to job site: Upper Boones Ferry Rd. & Bridgeport Road 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: Lot no.: equipment, materials, labor, overhead, and the profit for the Tax map /parcel no.: work indicated on this application. o. . DESCRIPTION OF WORK Valuation $3,500 Install fire sprinklers for new tenant at Bridgeport Village. Existing building area: square feet New building area: square feet Number of stories: Type of construction: *, [ PROP OWNERS k' 1 h $ ® TENANT L C4f1. Occupancy groups: Name: Discovery Channel Store Existing: Address: 1608 Fourth Street New: City/State /ZIP: Berkeley, CA 94710 Phone: (510) 558 -6215 Fax: (510)558 -6300 All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board r APPLICANT kg CONTACT PERSON � .� ...ti,, under ORS 701 and may be required to be licensed in the Business name: Western States Fire Protection Co. jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons Contact name: Darrell T. Fluit apply: Address: 13896 Fir Street, Suite B City/State /ZIP: Oregon City, Oregon 97045 Phone: (503) 657 -5155 Fax: : (503) 657-5182 E -mail: darrell.fluit @wsfp.us ' , 4 x CONTRACTOR "` BUILDI PER Business name: Western States Fire Protection Co. Please refer to fee schedule Address: 13896 Fir Street, Suite B 0 Fees due upon application City/State /ZIP: Oregon City, Oregon 97045 v Amount received ( 1/ /V Phone: (503) 657 -5155 Fax: (503) 657 -5182 Date received: CCB lic.: 104570 This permit application expires if a permit is not obtained Authorized ` — - / within 180 days after it has been accepted as complete signature: / `°`' �7 * Fee methodology set by Tri-County Building Industry Service Board Print name: Darrell Fluit Date: October 7, 2005 440 -4613T (11/02 /COM/WEB) 1 attuLX(4 06 66 ' .06 r P4- q‹. I STATE CERTIFIED PLANS EXAMINER •-.:'‘.1 -' FL &SPLA S ` 5574 PE J ` 5568 PE / / 1C 4 -- ) 7 /e _, 76),,)y CI TY OF TUALATIN - BUILDING DIVISION 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 LI NE REQUEST DEADLINE 5: 00 P. M Appl i cation Number 05- 00004190 Date 10/13/05 Property Address 7325 SW BRI DGEPORT RD BD R2 TAX ACCOUNT NUMiER: 25 1 WI 3AC01201 ALTERNATE I D: 01252500 Tenant nbr, name DI SCOVERY CHANNEL Application type description COMNERCI AL ADD /ALT /REPAI R Subdi vi si on Name NOT I N SUB DI VI SI ON Property Use Property Zoni ng GENERAL COMrERCI AL Application valuation . . . 210000 Owner Contractor ELDER ] ONES - 1120 E 80TH STREET STE 211 BLOOM NGT ON Mg 55431 ( 952) 854- 2854 - - - Structure Information 000 000 TENANT I M'ROVENENT Construction Type . . . . TYPE II CONST Occupancy Type MtRCANT I LE Other struct info FI RST FLOOR SQUARE FOOT 2930.00 Permit FI RE SPRI NKLER PERM T Addi ti onal desc . . FI RE SPRI NKLERS Perini t Fee . . . . 70. 00 PI an Check Fee . . 45. 50 Issue Date . . . . 10/13/05 Valuation . . . . 3500 Expiration Date . . 4/11/06 Qty Unit Charge Per Extension BASE FEE 56.00 2. 00 7. 0000 THOU ST BLDG, VAL 2001- 25000 14. 00 Other Fees SEWER CONNECTION - USA 1560.00 SURCHARGE- BLDG 73. 36 SURCHARGE- P L B G 6. 00 SURCHARGE- NE CH 50. 72 SURCHARGE- F I RE SPRI NKLER 5. 60 FI RE LI FE SAFETY B 412. 65 FI RE LI FE SAFETY S 31. 50 FI RE LI FE SAFETY M 285. 30 TRFC I M'ACT- SPECI AL /WA CO 8735. 85 Fee summary Charged Pai d Credi ted Due P e r m t Fee Total 70. 00 70. 00 . 00 . 00 PI an Check Total 45. 50 45. 50 .00 . 00 Other Fee Total 1 1 160. 98 1 1 160. 98 . 00 . 00 PERMT MUST BE POSTED ON THE ] OB SITE FOR I NSPECTI ON. PERM T W L L B E COME NULL AND VOI D I F WORK I S NOT COME NCE D WI THIN 180 DAYS OR WORK 15 SUSPENDED OR ABANDONED 180 DAYS. CI TY OF TUALATI N - BUILDING DIVISION PERM T 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 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Page 2 Appl i cation Number 05- 00004190 Date 10/13/05 Grand Total 11276.48 11276.48 .00 .00 PERMT MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERMT V u l L L B E CONE NULL AND VOX D I F WORK I S NOT COMvE NCE D W THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. Building Permit Application c OFFICE USE ONLY City of Tualatin Daterefyeived . L' S Pe it e// 18880 SW Martinazzi Ave CJJ Tualatin, OR 97062 162') # Date issued —By Phone 503- 691 -3044 Fax 693 -5421 p ._ / Z - 0 7 Receipt/ 7)s- www.ci.tualatin.or.us 7 F V 4 t ri ` o W15R1 '- , ` � a k ikOti li A T ' �4,i�lt - ikiiILY Di i . IN4 �� 4,3ova.X..,�t',,,,- . >, 6I ,. . „, >,,&.,. ,r, z `a5,, -,.ta , •,, , < .,,,,o,. . . _ . . ❑ New 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 � work indicated on this application. . `� ,, n 1 i 1 R1 OILS i tJt; `tC3t , , ,, ` 'Y, \ Valuation ❑ 1- and 2- family dwelling ® Commercial /industrial El Accessory building ❑ Multi - family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: '`' Total number of floors: , - ,,, :4 ,- ;'-- - ; 41 : ,, ,s%-i. , - -, aB sib iNFQRiN,1 AI L A 'ION .,, ,_, ” ,0.,, ., . Job site address: 7325 SW Bridgeport Road New dwelling area: square feet City/State /ZIP: Tualatin, Oregon Garage/carport area: square feet Suite/bldg. /apt. no.: Space R -201 Project name: Discovery Channel Store Covered porch area: square feet Cross street/directions to job site: Upper Boones Ferry Rd. & Bridgeport Road Deck area: square feet Other structure area: square feet ` iD eArD at i 0ci, C i*6i i t r Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Subdivision: Lot no.: equipment, materials, labor, overhead, and the profit for the Tax map /parcel no.: work indicated on this application. it s•, .ar SW _ Valuation $3,500 ��1*a t 2a IIYt „o ' w . . �sr�.<.�,'�� "�. _. �, � ,�€�:... � � fir:: . ,� ... .. 34,.., k ia *.. iaft Install fire sprinklers for new tenant at Bridgeport Village. Existing building area: square feet New building area: square feet Number of stories: Type of construction: it,: : 0: A .. it NANTn •., Occupancy groups: Name: Discovery Channel Store Existing: Address: 1608 Fourth Street New: City/State /ZIP: Berkeley, CA 94710 . 111f - �N ea,J, - c - ;Tam: ,�- ..'�Ff ;4.% ,k Phone: (510) 558 -6215 Fax: (510)558 -6300 All contractors and subcontractors are required to be f ` � licensed with the Oregon Construction Contractors Board �- s s , �.. ., � �.� . �. � ' ' L �_ • � - under ORS 701 and may be required to be licensed in the Business name: Western States Fire Protection Co. jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons Contact name: Darrell T. Fluit apply: Address: 13896 Fir Street, Suite B City/State /ZIP: Oregon City, Oregon 97045 Phone: (503) 657 -5155 I Fax: : (503) 657 -5182 E -mail: darrell.fluit@wsfp.us ? 4 �` I a ' a hA T - A ns �r,; ,�' k < y ,p �[�( _ ur , fl T�. 3 r4 'v E� � NTR1�tL t�„ . - :,„ , - � ,, �3 x S"' � � tl , .b? N0 it ` a 1=EES ,. ,oz r. _ ,.. .,„ � „ �.. _.. y.. -,s3 ,- , . _. . ,. „., _ ,, .. ..., 9 ,3•^- Business name: Western States Fire Protection Co. Please refer to fee schedule 0 Address: 13896 Fir Street, Suite B 0 Fees due upon application City/State /ZIP: Oregon City, Oregon 97045 C1/4 ti Amount received f 1/ N Phone: (503) 657 -5155 Fax: (503) 657 -5182 Date received: CCB lic.: 104570 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: Darrell Fluit Date: October 7, 2005 440 -4613T (11/02 /COM/WEB) t oSod • CMG p 70 BLS 3/ 5'o g � ` � (a° 5 /7e STATE CERTIFIED PLANS EXAMINER • • �- A -LEVEL PLANS ,. <a FL & S PLANS 5574 PE 1 ?J. 5568 PE /22 --(6)--02; CI TY OF TUALATI N - BUI LDI NG DI VI SI ON PERM T 18880 S W MART NAZZI AVENUE, TUALATI N, OR 97062 • OFFI CE ( 503) 691- 3044 FAX ( 503) 692- 0147 NSPECTI ON REQUEST LI NE ( 503) 691- 3040 INSPECTION LINE REQUEST DEADLINE 5:00 P. Application Number 05- 00004190 Date 10/ 13/05 Property Address 7325 SW BRI DGEPORT RD BD R2 TAX ACCOUNT NUM3 ER: 2S 1 W1 3AC01 201 ALTERNATE I D: 01252500 Tenant nbr, name DI SCOVERY CHANNEL Appl i cati on type des cri pti on COM"ERCI AL ADD /ALT /REPAI R Subdi vi s i on Name NOT I N SUB DI VI SI ON Property Use Property Zoni ng GENERAL COMAERCI AL Application val uati on . . . 210000 Owner Contractor ELDER JONES 1120 E 80TH STREET STE 211 BLOOM NGT ON M\1 55431 ( 952) 854- 2854 - -- Structure Information 000 000 TENANT I M'ROVENENT Cons t r uct i on Type TYPE I I CONST Occupancy Type NERCANTI LE Other s t ruct info Fl RST FLOOR SQUARE FOOT 2930. 00 Per mi t Fl RE SPRI NKLER PERM T Addi ti onal desc . . Fl RE SPRI NKLERS Permit Fee . . . . 70.00 PI an Check Fee . . 45. 50 Issue Date . . . . 10/13/05 Valuation . . . . 3500 Expi rati on Date . . 4/11/06 Qty Unit Charge Per Extension BASE FEE 56.00 2. 00 7. 0000 THOU S QF T BLDG, VAL 2001- 25000 14. 00 Other Fees SEWER CONNECTI ON - USA 1560. 00 SURCHARGE- BLDG 73. 36 SURCHARGE- P L BG 6. 00 SURCHARGE- NE CH 50. 72 SURCHARGE- F I RE S P RI NKL E R 5. 60 Fl RE LIFE SAFETY B 412. 65 Fl RE LI FE SAFETY S 31. 50 Fl RE LI FE SAFETY M 285. 30 TRFC I M'ACT- SPEC! AL /WA CO 8735. 85 Fee summary Charged Pai d Credi ted Due Per mi t Fee Total 70. 00 70. 00 . 00 . 00 PI an Check Total 45. 50 45. 50 .00 . 00 Other Fee Total 1 1 160. 98 1 1 160. 98 . 00 . 00 PERM T MIST BE POSTED ON THE JOB SI TE FOR I NSPECTI ON. PERM T W1 LL BECOME NULL AND VOID I F WORK I S NOT COMMENCED WI THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. CITY OF TUALATIN - BUILDING DIVISION PERMT 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 Page 2 Application Number 05- 00004190 Date 10/13/05 Grand Total 1 1 276. 48 1 1 276. 48 . 00 . 00 PERMT MJST BE POSTED ON THE ] OB SITE FOR I NSPECTI ON. PERMT VVI L L B E CONE NULL AND VOID I F WORK I S NOT CONNE NC D W THIN 180 DAYS OR WORK 1 S SUSPENDED OR ABANDONED 180 DAYS. Building Permit Application OFFICE USE ONLY City of Tualatin Date received Permit # 18880 SW Martinazzi Ave /1 -aV- D J~ Q i - (7/ l 9.0 Tualatin, OR 9702 � Date issued By Phone 50- 691 -3044 Fax 693 -5421 / ® / -O Receipt www.ci.tualatin.or.us TYPE OF WORK REQUIRED DATA: 1- AND 2-FAMILY DWELLING ® New 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 C IEGORY OF' !IS'TRIICTION work indicated on this application. El m 1- and 2- family dwelling ® Comercial /industrial Valuation El Accessory building 12 Multi-family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: :40,0„Ao)NpoRmai0A,ANo LOCATION Total number of floors: Job site address: 7325 SW Bridgeport Rd. New dwelling area: square feet City/State /ZIP: Tigard OR 97224 Garage/carport area: square feet Suite/bldg. /apt. no.: Project name: Discovery Store 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 Avenue Permit fees* are based on the value of the work performed. Subdivision: Bridgeport Village 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 on this application. fi '4F-11/05)*'" Valuation $2875 Installation of fire alarm and detection system. Existing building area: 2800 square feet New building area: square feet Number of stories: 1st Type of construction: II -B PROPEt . t x I , 41' Occupancy groups: Name: Center Oak Existing: Address: New: Retail City /State/ZIP: Phone Fax: All contractors and subcontractors are required to be ® APPLICANT ; ❑ CONT� RS P licensed with the Oregon Construction Contractors Board - '_ under ORS 701 and may be required to be licensed in the Business name: Bergelectric Corp. jurisdiction in which work is being performed. If the Contact name: Paul Moss / Mark Atwood applicant is exempt from licensing, the following reasons apply: Address: 6026 NE 112 Avenue City/ State/ZIP: Portland, OR 97220 Phone: (503) 255 -1818 Fax: : (503) 255 - 1919 E -mail: J X' Yi�h phi * �z t f Business name: Bergelectric Corp. - u 4 z�1 Please refer to fee schedule r Address: 6026 NE 112 Avenue Fees due upon application Portland, OR 97220 7)14.11 � Phone: (503) 255 -1818 Fax: (503) 255 -1919 Amount received !1 CCB lie.: 110521 Date received: 4 This permit application expires if a permit is not obtained Authon� within 180 days after it has been accepted as complete signal rl c: v5 ' Fee methodology set by Tri- County Building Industry Service Board Print name: Paul Moss Date: 10/21/05 440 -4613T (11/02 /COM/WEB) ,L LAO a� - 7 .610 6 oo ) yo qs BLS 02 F o� s O Y /37 /f/ - 2 p. v v 0 207 .3' c r Building Permit Application O E E ONLY City of Tualatin , Date received Permit # n /� 18880 SW Martinazzi Ave ` /, — aV - 0 S 05 � r 0 ,_/ Tua OR 97062 / ,. :r Date issued By Q Phone 503- 691 -3044 Fax 693 -5421 /® --S /,O 6 Receipt ZL 3 8, www.ci.tualatin.or.us TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING ® New 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 CATEGORY OF CONSTRUCTION work indicated on this application. Valuation ❑ 1- and 2- family dwelling ® Commercial /industrial ❑ 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: 7325 SW Bridgeport Rd. New dwelling area: square feet City/State/ZIP: Tigard OR 97224 Garage/carport area: square feet Suite/bldg. /apt. no.: Project name: Discovery Store 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 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 Tax map /parcel no.: work indicated on this application. DESCRIPTION OF WORK Valuation $2875 Installation of fire alarm and detection system. Existing building area: 2800 square feet New building area: square feet Number of stories: 1st Type of construction: II -B ® PROPERTY OWNER ❑ TENANT Occupancy groups: Name: Center Oak Existing: Address: New: Retail City/State/ZIP: NOTICE Phone Fax: 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: Bergelectric Corp. jurisdiction in which work is being performed. If the Contact name: Paul Moss / Mark Atwood applicant is exempt from licensing, the following reasons apply: Address: 6026 NE 112 Avenue City/State/ZIP: Portland, OR 97220 Phone: (503) 255 -1818 Fax: : (503) 255 -1919 E -mail: CONTRACTOR BUILDING PERMIT FEES* Business name: Bergelectric Corp. Please refer to fee .schedule Address: 6026 NE 112 Avenue n n Fees due upon application !` / . � ' �c� City/State/ZIP: Portland, OR 97220 Amount received nDi Phone: (503) 255-1818 Fax: (503) 255-1919 Date received: CCB lie.: 110521 This permit application expires if a permit is not obtained Author within 180 days after it has been accepted as complete signat te: / v5 5 * Fee methodology set by Tri- County Building Industry Service Board Print name: Paul Moss Date: 10/21/05 440 - 4613T (11 /02 /COM/WEB) 9v/- 0 6 n75 - 3P 6. " BLS a F. 3 . 0 //e gyp. v U 0 207.3 f< c c)% { CI TY OF TUALATI N - BUI LDI NG DI VI SI ON PERM T 18880 S W MARTI NAZZI AVENUE, T UAL ATI 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 LINE REQUEST DEADLI NE 5: 00 P. M Application Number 05- 00004190 Date 10/31/05 Property Address 7325 SW BRI DGEPORT RD BD R2 TAX ACCOUNT NUM3 E R: 2S 1 WI 3 AC01 201 ALTERNATE I D: 01252500 Tenant nbr, name DI SCOVERY CHANNEL Appl i cation type description CCNWVERCIAL ADD /ALT /REPAI R Subdi vi si on Name NOT I N SUB DI VI SI ON Property Use Property Zoni ng GENERAL COWERCI AL Application val uati on . . . 210000 Owner Contractor ELDER J ONES 1120 E 80TH STREET STE 211 BLOOM NGTON M1 55431 (952) 854- 2854 - - - Structure Information 000 000 TENANT INPROVENENT Cons t r uct i on Type TYPE I I CONST Occupancy Type NER CANT I LE Other struct info F RS FLOOR SQUARE FOOT 2930.00 Permit F RE ALARM PERM T Addi ti onal desc . . Fl RE ALARMS Permit Fee . . . . 63. 00 PI an Check Fee . . 40. 95 Issue Date . . . . 10/31/05 Valuation . . . . 2875 Expiration Date . . 4/29/06 Qty Unit Charge Per Extension BASE FEE 56.00 1.00 7. 0000 THOU S QF T BLDG, VAL 2001- 25000 7. 00 Other Fees SEWER CONNECTI ON - USA 1560.00 SURCHARGE- BLDG 73. 36 SURCHARGE- P L BG 6. 00 SURCHARGE - NECH 50. 72 SURCHARGE - F I RE ALARM 5. 04 SURCHARGE- F I RE S P RI NKL E R 5. 60 Fl RE LI FE SAFETY B 412. 65 Fl RE LI FE SAFETY A 28. 35 Fl RE LI FE SAFETY S 31. 50 Fl RE LI FE SAFETY M 285. 30 TRFC I NPACT- SPECI AL /WA CO 8735. 85 Fee summary Charged Paid Credi ted Due Permit Fee Total 63.00 63.00 .00 .00 PERMT MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERMT 1 M L L B E CObt NULL AND VOID I F WORK I S NOT COMvE NC D W! THIN 180 DAYS OR WORK 1 S SUSPENDED OR ABANDONED 180 DAYS. CITY OF TUALATIN - BUILDING DIVISION PERMT 18880 SW MARTI NAZZI AVENUE, TUALATI N, OR 97062 OF 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- 00004190 Date 10/31/05 PI an Check Total 40. 95 40.95 . 00 .00 Other Fee Total 11194. 37 11194.37 .00 .00 Grand Total 1 1 298. 32 1 1 298. 32 . 00 . 00 PERMT MUST BE POSTED ON THE ] OB SITE FOR I NSPECTI ON. P E RM T WI LL BE CONE NULL AND VOID I F WORK I S NOT COMA, NCED Wl THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. 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 Arlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330-9155 FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 November 10, 2005 T0509381.CTI Permit No. 05 -4190 FIELD INSPECTION REPORT DATES COVERED: October 13, 2005 PROJECT: Discovery Store @ Bridgeport Village - Tenant Improvement ADDRESS: 7625 SW Bridgeport Road - Tigard, OR INSPECTOR: J. King - COP #729, WABO #KIN821850, OBOA#416, ICBO #1084544 -85 10 -13 -05 - Welding: As requested, CTI representative was on site for visual inspection of fillet welds on roof penetration supports. Welds appear in conformance with drawings provided and AWS D1.1 visual requirements by certified welders with WPS's. 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. 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. Respectfully submitted, CARLSON TESTING, INC. teven W. each Project Manager JK /sab cc: Elder Jones - Chad Larson City of Tualatin Building Dept Hayden Consulting Engineers Cortland Morgan Architect i — __,.....,_ ,stsm.ava.- ---"j =7 P s t E- fi.-.4 ( Po g_ I CA-¢S C.- , DvE,e... Veil TFtKOL H .._ri=120 �tcSS t-so (�n1G f�IFz6Z "D N�IZ.� / 'EsOLTS S£4 WASH bLOLVt_ - E..'TwC i. t- li XtF /u ' Sot-I .S S 4 City A0-o L....0\3p P E c...4 a-i ' 4 ,- &�.LE. r r'EN ,.) 6 , c; 2 E-i J - D eGk -ro Pttill to 2k' C R a L.,1 f 2 X W/ 1 o 54121 c.1s w f \,..1o01) •QLOCk1N4. Q FA. FL-C fa /Lt�avul t' a • r -p /P. � w F S . F ST 2 -n TRu.S$ azio /c. S c_. f otl 116--1.0Q c5 5 3 s 1-1E -I s ` EfZ.s CA 4 R g Ank Ala �� pilot E + ► Air'im � sija A .4 STATE CERTIFIED , PIA'NS EXAMINER. �� ^ , IN � �� ,�•»+, A-LEVEL PLANS \\ � FL & S PLANS ' c= 66792PE 0- - / o.:, .:,.,,,, . .. 5 \ , 4 8 P.E . on OREGON , 1_ N ...� " e j � , � if ' • 13, t� wa x ' GA '' ING. � F� CC `t• tic. ii - . L pi- T 14u,- , F&XP ES: tom ', , 1 (2-31 _05 HY OF TUALATIN / 1 j « I � "' t% A , S 1 Ez.. p I� - c9-t S RECEIVED 2 � 4 I`F�ai -t�"d' 5 G- f(v,. 7-4-h4-N1 k OCT! 0.2005 �g 3 � -►' b" BY C- DATE I =6 ' OC ' 4 v II EN 71. 4 '' COL) Q.I-- 'Sic 12 Ai €-LE4 , O iJ rT CHIC BY DATE / Consu lting Engineers JOB NO <)/ e (503) 968 -9994 p (503) 968 -8444 f SHEET S1,(,_ 2. OF Z ( " ' oL.T lkL ?teksA1: $4a Sc REw s - rk- auC N c. 12-?, i - p ,i.c,.u. 1 taG 1 41 Sueipott 44"1 &La-s. +) 14( E. v4 SjDF OF k, A , C a i J€ t - 7. ' off, rvi r° ( takt -oroCA ALL �Dlxg -5 p C ui2 3 - t�� EX'E12.1p9., \ ) i .....? / . // a u.Ra 3Y 3"m/".), r ' - 10. i t • • \ \ r 1 1 if C TOTAL / 0 - Bot-r ¶14Ro4.4A14 yy A nr6+LE 13EE.00). 1 s XI k F STS _. 7 --■ >c /1 I Y . / N - .1 / ] N I / I , . .. , . . . t A L4x4x'Iti . L Id 4x�x ►!y 1 `f P. 'TIP- _ 't-e,.,' ..-- ExiST Zit" LH �42 PR °f l r�ussss e s' % �k s" f` �, � - z J / 667921PE g ° 0 C OREGOy;"7 - - . ./ • 13, i ry t s /2_.7 :3 5 0 . -PO 0 -1---`0Gi R..2. P A2-TI AL. : RooF PLC ii V o EN / BY ?...,e.-- DATE f0-(0 OS .D EsGaieiL`' SToi .A ...4, tutt�f1'� CHKBY DATE illi —Ill/ — Co o nsulting Engineers JOB NO Si el (503) 968 - 9994 p (503) 968 -8444 f SHEET St< I OF Z Wico-t.- coa f 4 Cx tk au R3 •Y 3 „ m „ v, 1 = infix T - I— — — - - - -- ._.� , . \ r t—I 36.” gs Boi //: Sk ^f g` I I y / i. x X1 ST 7 ---1 1 >c 15E-vsoni . / In N = 1 -4 - -I s r - 1 „7 ///// I W L IA rrr--- ��X� X � t Y P. A ea` .- Fx15'f 2 t1" LH ,-, "TPASSCS C 5' cyc. VAA)t 5 ___,- //,/ G �5 / :// s 66792PE -�t�'I 6 3 ®1 DPT 0 - 0 '4 t� �' 13,2 > co Z EF COCO 4 l-- . Se /2 -3r -o5 0 -1.--IDGI R.Z. P A T I Al_ ROOF PL I 40 Sit I f.L�.rl'T lA ► = /7-a 1!' k 02 /1 2. 7L-v) f Z �' p,. R I D V _ � 1 / BY �L DATE IO-�P'OJ D 4 A a� rsGav -€1L1' 57 oft E,. ■AWE,C-N, iP.J CHK BY DATE — — Consulting Engineers JOB NO SI te, (503) 968 -9994 p (503) 968 -8444 f SHEET SK / OF Z 4 i _fi . I 4 ____. ii . , 1 L__........_ ' 1 c ri t t✓a�. out vilrf0 TH- Aota,H 2usS r-JO ��E f „;„__ RS "Q 1aE2� f ES�I.TS1 EA. 1 iir 52 T + _ _ _ _ _ .,„ Tr .__ _ r ____ i r ► ° y �.►� X ' t i;zo, j L.oC. K. •bux,k_ 13 fi W es +i L li x 4 kr /4 Sot- % -Ci-tots S ` 6 RAt AO-ounJp PELT PkrJG0LA._ i, b1 r.1 G < 4c.2 Et,J Su PPDrt-TS 'DtGG To PtQ.kn Wf Z X C it air ti) 2.X W/ It to SClt -t£ W S WOO'O '6LOCKtNG. e EA Ft-Wi f. F/L.V.rv�lr�iCrr 1 I -jt.(P. e a-X/ S1 EXI 2 -a T2u.ss as G 2 5(4Z / "-I 2'xk 't3C.c�LKrnJG 4 eulL3 LAY t3€4.04,..1 Gk1 w1-161ta 01'14 €.12.5 R t. CtLoSS s - n<u SS. y - P�pff a .a 411111011Piik AM AIM Alla ANL a' �4 sO 1. / / \ 66792P1E 11 \ / / cp13F � � '� 13 2 `�O x 1 ES:/2 -3/ -05 4 1 ; efzaw�F� [„I 1 /2.0/110 o) ye, 1>o & A . S 1 6- O F 1.9-t Sl c 4 ' F ,P i..164- p T. 2 5. L - ft Ni Tk ,J Slc% iii ".7,11-e) H IFAL V o EN/ 1 BY 3G DATE I O- �II'O� rill 4 e CO - 12 c t ---,coo €r --"1 'Smo. - vtte(i4, (J/+j CHKBY Q �DATE II JOB NO � / " / lill Consulting E_ngineers (503) 968 -9994 p (503) 968 -8444 f sHEEr SK. 2. OF Z GENERAL NOTES 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. 3. CODE: 2003 IBC AS AMENDED BY THE STATE OF OREGON. 4. ALL FRAMING LUMBER TO BE DF - #2 OR BETTER UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED HF-#2 OR BETTER. 5. ALL STRUCTURAL AND MISCELLANEOUS STEEL: ANGLES: ASTM A36 (FY= 36,000 PSI) UNLESS NOTED OTHERWISE. PLATES AND MISC: ASTM A36 (FY= 36,000 PSI) UNLESS NOTED OTHERWISE. ALL BOLTS: ASTM A307 UNLESS NOTED OTHERWISE. WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. ALL STEEL TO HAVE SHOP COAT. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE { � � -c, off. ARCHITECT /ENGINEER PRIOR TO FABRICATION. .'&47 ' LDS TO BE INSPECTED BY A CERTIFIED WELD INSPECTOR 672E PLOYED BY THE PROJECTS INDEPENDENT TESTING AGENCY. ,y OREGON; ....� \ c '�19 top ` �� fi',, R 13 , 64� . • ;._.s'? RES: 12 `6 j BY L. DATE / 0 -( O - CHK BY DATE Consulting Engineers f � ` D (5C.O \1 .}Z + { S I DU W G H u t E N T JOB NO I (o u (503) 968 -9994 p (503) 968 -8444 f SHEET G% V ` .. 1 OF I 1 542„ R, e 4 ` 4 � - Co2nn>_t_,..rz5 w ,/CS 3, A - 57Z \ y / L /- 4 . ! lizr? / ( c-- '• 435 P I 3 /car. 4 ,,� - f 2o / ae, - / l /U' 7g. K 3 r� Q i/ ZS' ►1..-, = 12-aCI 1722cz..6 • ) -- 42, L ' 1 z' 12-,1) 4 (124; (2,5)(- ,1 1 ) .: g 5' 5 ' S a 4os v4,, / - r A . , , s S = 575 # 4 0 3 S 92.6 es sot,* llexv - a AG -) 4 i At i e... L tP.A 05 *. Fe - . Li Ctib)( ( ---)to (I4.7_0; e '3C. 6.AL F , , L5 - 7 (/ tff,,3 2, /t, io ► 2s'- ( Pt Sit) 5.9 - � 8. 9 WI ,,Y � P (.25' z 0 (;.u) I ,1 ( 4' = /4i 5 f t , ? 0 = Ito 4n22)C5 :1 _ -46 6 11.10 er rua "iP>7 (.5,'5 s )Z 2 10 5 1 — 1 4" —_T ' 1 f , v ( 20(t6e0 * 3? I ` t ' 4 -2tor74, 41— 4 5' S�3 � 8,5v 4 �� _ 1.)6 NfyT OTw . 'l,at of - SC (2.-E4,..) - To 'Dcic t.t. toJC� 4 „6 NC..l.F. Su 1 Fora_ '--÷Fy^} St_, i i> r Ps c.t. �Q� " �ff� `�� + G I A1 F tt' �41' �4,, .p / - 66792PE OREGON 6' t� 4f1 134 () L eE CO R ^TPTfRES: /2 -3( - ^-� A t BY 136-•• DATE /0- I® ' WA — d o E N' I LI Y 5 S o►a- M a-CA4. () /L1 ITS CHK BY DATE Consulting Engineers JOB NO S / /O, / (503) 968 -9994 p (503) 968 -8444 f SHEET Yle(•4 - / of • • te a- os 17 ` � � G rzw C.TEnr►4 Cµ1 c. ove.d. j ( t 2tc 55 rsa Jkn Vigo . Rieptc4H ' e 't. N :12- / � L E.C. S I X j(o "SQ i I.1-__ — I —_ pz,LOc.M... .f�'fw�.s L biX4 Xr /4 So x.O 112-u.405 4 GiArt a AALO /s47 p ��ic CIrrza. 4 ik - E - i aPEN » Na v., SG2 EA.J 5u PPo,e...TS •DEGk 'ro PoJf l.E. W/ Zk C M« w /2X w/ #�io sc�r-ws wool) (;LOCKING E,Pc. FL-L F/Llrlrrr �Lt �� 1 , If E)</S La F L APPROVED PLANS FYIST 2 1 -n To BE. ON. SITE -rrtussas r;z'nic STATE CERTIFIED DURING INSPECTIONS PLANS EXAMINER �,. A -LEVEL PLANS ... �, -' FL g "S PLANS 411) M 5574 PE S G7t v 5568 PE - s -1 t.-0, 'en H ' KING _Z' C!i1iLc.�KLnJG u Br Ck¢� w�E 6't'"EftS C.0 R i3 CftoSS fps TAU S5. Al■ ANL /1.111RIWAL AIM MIL JIM Ala aft __ ifooile f / , z eE cc t e J. Li-i. - r WSS 1x-' p S: (2- 3!_o$r y/�Rou‘vfz L,i I /ZX /l to CITY of TUALA ify ice lie I> t% tA. S liP o F o-t VI RECE •t A i „i Of-eL LawP IS ti.A 2 J . G i - D � - 4 Ft2.4ow.. PA is-L. Run oths eppeammor 111:1110-t �4 EMI BY 3 � DATEJ o i '-' CO U - ( "i S i - o !2 �- Art E-Ci14 . (1 AI rT CHIC BY DATE I MI — Consulting Engineers JOB NO at e (503) 968 -9994 p (503) 968 -8444 f SHEET Sly Z OF Z ' D-3- -c7S i 1 L.-1 A�,T E g ki TAT : O S c r2 Ew s - 1 - 14 c ua c t2-?, ( -D ii Lk I aG i[ `Al e pc-A.. IA A) bt t-_a.5 . I) K4 fc y4 5 { s7 t£ Q F e A, C 0(24.) E Z ' o wt .r)e EEt- o,JC,t ALL g-- CAF-5 F-5 U Cu121 ~` EE t21p1:2 W-,AUL l .- Ca.rT. 14 cat O k R3 ti3'1 5 1 =o mq)c CT(Hs2S y y '! ' I 3j fe aoLTs ( — CS) Tfl rA L Bot-T TkkoudI4 // • \ .� A►a61.6-5 • r4.oal. I Sk2 s vl a a ti � l �xl STS 0 J ( I Ia' �►F 0 x k -, i 8rtp•w� J • J Il / P - - - -- t L 4 x4 x' /ti ! j t I Li X ipeiti TY?. T(p. (3.6' .-- Ex s-r 2 Lt" L H / ; ( 7 / ..- i:1 PRof 4' 1 IZUSSE -S C S' c &. W" 5- G � _._. 66'T92PE 1 - ; 6-6-1-1 t o OREGON .„.... . I I / • „;:. 41 � 13,7. .. / s ��FFd >,e /2 31 - 05' ! C) ---K› f - L-ro C R•z S Al2-7 i Al ROOF pd.ry sit I i i Z b -- 1 i O ,. l..- (. Iva ?,o lb V,ti,°k (IZl/a. ' 701 , 4 n IIII 1111 � HA o nsu n U Q El EN� � BY hG� DATE I0� c o\ /-€ ' S Tort 12 E. IIV EAA-1 , A 11T ow By DATE — C lti Engineers JOB NO SI e (503) 968 -9994 p (503) 968 -8444 f sHEEr SK ( OF Z -L / //: co-i I4 tt ---- alxR3 t3`-( 3 "rninJ,) C --- t - k-k tt..S .. y I - .-- - - - - - - - -- .•-- I . w �/ - " IItt.. 'T5 t 1\—\ I I 037 TOTAL. 0 Liot -T TbkRou6tt4 vl vs AiJCQ.fcS 13Et.ou1, ' i S I 1a , J - ti a �_ I . x . xI STS x z Iz... IP N / J -.I 1 -1 / / I t L x4 -L ltixiociiiii , 4 TN( P . ZYP• � �` �- Fxis'i Z�l" L.H s OREGON -- 0 2. / 2- 3t -o�; 0 G ---F4-> Ala -- (----`0 `t� R,- " Ana- - T I AL Z Do L Vir 1/ r i o h BY ?.,[.- DATE /0 -& - O l i , HI , 0 EN c SG,o„- e, -/`r s oyt E. vois -c...1 , L,► rl crm BY DATE Consulting Engineers JOB NO Sk 8 ! (503) 968 -9994 p (503) 968 -8444 f SHEET 5 K I OF 7i 14 _ Iii i c.µ Q$ c.A.Ni'C, ovE,L WV T[fP-ouGH / �6,�'.0 N:2e _/ 50UT5� s€4... ��prJ wie,47 _ __ , er_... ________ ;el f +e? r T ._ _._ ___ -- r 'Y I ;?jLDC 12 '6taxk. 11 S ` .. G IAA b •A t Q & N37 P E: LC av e-t- 4 EkrYtnLry 4 ct'eA311.3 6. , Sc.2 E-G-1 Su.,Pa►t-7S 'D ec, k. -ro Pt•Jty,LE. •/ 2 k c tar w/ 2. X w/ -41 i o sc4a - ws Wool) '6LOCrc,NC. 0 EA. F�u-[ F/Lvw�� . 1 i 7q e. I II. X7 SI XI$T 2' Tr SSF.3 aZ' °/C S - --C.- -- rt 071 She ''-1' o 7 2'1C ' Lac_lctnJG 4 -Curl$ SY 136.4...aw CkRn w0E4.IE crrtaE25 Cm, R Is CEZOssILs - nett SS. s 4051 P Rare" ma AWL AIIIILMIPJk AIM MI AIM ANL Ala = 444 66 / � 66792PE \ / " ' F�R ^ � 13,7° , 4 k,-x 6.x t Sn: ` ' Z tE GC; \-, ' t ._.- -- ...4.- -. L I-I. - T' ,44455 E. m ES: f2 -3J -o5 u 1 I 3 efzou -ti olizx / Zxpt, -cli> I> 1%. 1..o. . S IV 6- t) r. 1" et.-7 t M-Ig. EL t. a •s p 15 GLIZ-6.476.4 A 5. L T t o ►J -1-1.4 4 F(�owtpA+,s6.i.. P 5 2 iii t,...,,t a le BY 4- 1 - 3) C.- DATE 1 6 'O� :11A � o EN l -D co U € (-"1 o fZ q.._ tM E_c_14 , Um rT CHK BY DATE Consulting E_ngineers JOB NO / t, (503) 968 -9994 p (503) 968 -8444 f SHEET SV 2. OF Z GENERAL NOTES 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. 3. CODE: 2003 IBC AS AMENDED BY THE STATE OF OREGON. 4. ALL FRAMING LUMBER TO BE DF - #2 OR BETTER UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED HF - #2 OR BETTER. 5. ALL STRUCTURAL AND MISCELLANEOUS STEEL: ANGLES: ASTM A36 (FY= 36,000 PSI) UNLESS NOTED OTHERWISE. PLATES AND MISC: ASTM A36 (FY= 36,000 PSI) UNLESS NOTED OTHERWISE. ALL BOLTS: ASTM A307 UNLESS NOTED OTHERWISE. WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. ALL STEEL TO HAVE SHOP COAT. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE p op. ARCHITECT /ENGINEER PRIOR TO FABRICATION. LDS TO BE INSPECTED BY A CERTIFIED WELD INSPECTOR 667927E I PLOYED BY THE PROJECTS INDEPENDENT TESTING AGENCY. OREGON ...O. ��t 4f 13 , 200 .G� �E GOB\ ~ 7 _ IRES: 2 -o 5 BY %L DATE ! b'Co - C O O y° Ent CHK BY � D ( ATE f SGO v a}�� S � E. tM EG 1-I L N T JOB NO ( v `1 Consulting E.ngineers ' (503) 968 -9994 p (503) 968 -8444 f SHEET e�r,2^A - I OF C Hi- e-14 TfQUSe76 � l 5 a z R et 4a0- Co 2 nn .L wr s t.v, ;! eu.c 3, A - s 3 z \ / l �' c- '• 43 5 3 yl. / � At r etr ;ss .- - 12.0 C i' 4 - 127 6LZ ► Z� (1.1) 4 (120 (2,$)� S _ _ 5 �3 r 4zcr'Pf �2C - Paz 2 4o'3 X ) t 575 #t1 ? 916 I S peg ,c1/04.,<-01 �fd.l S,x , t. tP f4 �5 • m1. Fe ° , � r c( , b) (, 4 s) u,o ( 1 '1' Z c r I e , 3 LO C�.A L T) F _ i e s7 (/ n d 0) tf 67 3 7°£ 2,3 1t. v . Z57- (IA- si l 5.1 8, 19 PCzs') - (.,u),�Z } (1,16= /4,5 ' = 14.l 14" J —� 1 r, rti c s,5210((E3 *) ` 33 NI td- )21 „ 5'ar c _ }' ' X -� I.s a -r o S G r'2 [ To � �zC>K t tJC.� 4 A1/41..)6.4,E. 4 66792PE OREGON ^ - REs :12 -31 -oS -� BY liLi DATE -05 i i A\ V a o _ EN / I L! L r� .'f { L? IAA a-Ei I-I. t� 10 I CHK BY DATE — — Consulting Engineers JOB NO S/ AP, (503) 968 -9994 p (503) 968 -8444 f SHEET A4(,t / OF / 11/29/2005 03:45 5039682145 #76PORTLAND PAGE 01 .44 11'22/2005 10:18 FAX 15105588945 DISCOVERY CHANNEL STORE it 003 fgikfiltflli., ,_' r .. i ! .;04k97294 ; If you have any questions about your BusinesaTax 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 i sed reasonable restrictions on "Door - To- Door" solicitation and canvassing, commerr I and noncommercial within the city limits of Tigard The Tigard Municipal Code 7 $2( . r i*selling of goods or services in any City parks A Business Tax Receipt does. not IMplytitteltitionniefairtraiorsement to operate the business or the location of the business. DISCOVERY CHANNEL STORE #355 1808 FOURTH STREET FEIN: 75- 2374455 BERKLEY, CA 94710 copy CORTLAND MORGAN, ARCHITECT • November 21, 2005 City of Tualatin 18880 S. W. Martinazzi Tualatin, OR 97062 Attn: Mr. Jerry Wade Re: Discovery Store Bridgeport Village Suite #R -201 Tigard, OR 97224 Dear Mr. Wade, I, Cortland Morgan, to the best of my belief and knowledge, state that the construction for above referenced project is substantially complete and that all work was done in accordance with the approved plans and specifications and that said work was completed in accordance with all city, state and all other applicable codes. Sincerely, e� CORTLAND MORGAN y Cortland Morgan, AIA ® CPM /tr DALLAS, TEXAS ry OF O CE C� OFFS G1T`l O GE VE -C1N R CITY n!: T1,A1_ATIN NOV 2 2005 'r l NOV 2 3 2005 ENGy aE ' p R MEAT BOIlD1ND BUILDING DIVlSt . 6910 Woodland Drive • Dallas, Texas 75225 • Tel: (214) 368 - 3687 • rax: (214) 368 -3690 CORTLAND MORGAN, ARCHITECT • November 21, 2005 City of Tualatin 18880 S. W. Martinazzi Tualatin, OR 97062 Attn: Mr. Jerry Wade Re: Discovery Store Bridgeport Village Suite #R -201 Tigard, OR 97224 Dear Mr. Wade, I, Cortland Morgan, to the best of my belief and knowledge, state that the construction for above referenced project is substantially complete and that all work was done in accordance with the approved plans and specifications and that said work was completed in accordance with all city, state and all other applicable codes. Sincerely, � f/�� :? / ` 4 ° K y r„ CORTLAND MORGAN Cortland Morgan, AIA ® DALLAS, TEXAS CPM /tr f c o l 'OF 6910 Woodland Drive • Dallas, Texas 75225 • Tel: (214) 368 -3687 • rax: (214) 368 -3690 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 • Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 Special Inspection FINAL SUMMARY LETTER November 22, 2005 T0509381 City of Tualatin PO Box 369 Tualatin, OR 97062 -0369 Attn: Building Department Re: Discovery Store @ Bridgeport Village- (T /I) 7625 SW Bridgeport Rd- Tualatin, OR Permit No.: 05 -4190 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code, we have performed special inspection of the following item(s) per our inspection reports only: Structural Steel — Includes Verification of Welder Certifications, Material Certifications and Weld Procedures All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. 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. Respectfull, submitted, CARLSON TESTING, INC. James F. Hietpas ~ C°P Operations Manager JFH /ks CITY OF TUALATIN cc: Elder Jones- Chad Larson RECEIVED Hayden Consulting Engineers Cortland Morgan Architects NOV 2 3 Z005 PIWORDIREPORTSWINLTRIT ENGINEERING & BUILDING DEPARTMENT NOV.23.2005 2 :48PM AMERLUX INC NO.205 P.1 /2 I l;/ l ,� "Small enough to take each project persanall& big enough to do it right" Lighting Systems FAX Pram the Dealt of CAROL HO + + M.AN To: 4 _ Cnsulpra►_ &r+ / C1 ate: , 3 - & 2 Z 57a i Data: • 1 ! 40 Phaae: pa es• ?i (5ndwiine tise shoot Re: 1 _ • • a. c .. / > Reyiew Q Please Canimeat 2 please Reply Q Pleaso Recycle Q-k C - g-C,L C gt,,e ?.9.3 - 8pz - SO/1) K �r 4i• /175 S/v7 CC • • R i 4 vSo() 9S2- 'F1/453 C@smerlasami AMERLUX, LLC • 2:° Daniel Rood East - Fairfield, New Jersoy 07004 -2527 u8A • Tel: 973.892 -5010 • Fox: 973- 552 -8970 'mow- Amerlux corn NOV. 23. 2005 2 49P AMERLUX INC NO. 205 P.2 AMERLUX° LIGHTING SOLUTIONS ADAPT. ABILITY.' November 23, 2005 Mr. Jerry Wade City of Tualatin 18880 SW Martinazzi Avenue Tualatin, OR 97062 Re: Discovery Channel Store Tualatin, OR Dear Mr. Wade: The details provided for the installation of the Amerlux light fixtures at the Discovery Channel Stores did show a threaded rod suspension, but this was only for illustrative purposes. Suspension of these fixtures by way of cable is perfectly acceptable. If you have any questions or require any further information, please do not hesitate to contact me. Sincerely, Jo • l ' ng Vice President New Product Development AMERLUX, LLC • 23 DANIEL ROAD EAST • FAIRFIELD, NEW JERSEY 07004 • T: 973.882.5010 • F: 973.882,8970 • WWW.AMERLUX.COM b # o of Environmental Northwest Region Portland Office ill • +e k • 2020 SW 4 Avenue, Suite 400 \ •-t ., l Theodore Kulongoski. Governor Portland, OR 97201 -4987 [ • .• (503) 229 -5263 FAX (503) 229 -6945 TTY (503) 229 -5471 November 22, 2005 Mike McKillip City Engineer City of Tualatin 18880 SW Martinazzi Avenue Tualatin, OR 97062 -7092 RE: Former Durham Quarry/Bridgeport Village Development DEQ Occupancy Approval for Tenant Spaces A112, E113, R200, and Kiosk #6 Dear Mike: The Oregon Department of Environmental Quality (DEQ) has determined that Opus Northwest has satisfied the methane mitigation requirements for occupancy of Building A Tenant Space A112 (Oregon Scientific), Building E Tenant Space E113 (Vital Barber), Building R -2 Tenant Space R200 (Discovery Store), and Kiosk #6 (Mrs. Fields Cookies) at the Bridgeport Village Development site. DEQ has confirmed that the appropriate methane mitigation measures have been installed or repaired as part of the remodel for these tenant spaces. Pre - occupancy methane monitoring of these interior spaces has also been performed and the results indicate that methane gas was not detected in any of the spaces. Documentation of the installation and repairs to the methane mitigation measures is provided in the report, "Remodel Construction Completion Report, Building A Tenant Space A112, Building E Tenant Space E113, Building R -2 Tenant Space R200, and Kiosk #6, Oregon Scientific, Vital Barber, Discovery Store, and Mrs. Fields Cookies, Bridgeport Village Development Site, SW Bridgeport Road, Tigard, Oregon ", prepared by GeoDesign, Inc., and dated November 21, 2005. Pre - occupancy monitoring data for the interior areas within these tenant spaces are provided in the "Field Report" prepared by GeoDesign, Inc., and dated November 21, 2005. OFFICE COPY Methane gas monitoring for Buildings A, E, and R -2, and Kiosk #6 interior spaces, sub -slab engineering controls, and surrounding monitoring wells will be performed under DEQ oversight in accordance with the draft monitoring plan, "Methane Monitoring and Contingency Plan for Buildings, Sub -Slab Engineering Controls, and Wells For All Buildings at Bridgeport Village Development ", prepared by GeoDesign, Inc., and dated April 22, 2005. This monitoring plan is currently undergoing DEQ review. Upon DEQ approval, this monitoring plan will apply to all of the buildings and spaces at the Bridgeport Village Development site. CITY OF TUALATIN RECEIVED NOV 2 3 2005 ENGINEERING & BUILDING DEPARTMENT Mr. Mike McKillip November 22, 2005 Page 2 The DEQ Order on Consent issued to Bridgeport Village, L.L.C., and Washington County contains provisions for continued operation, maintenance, monitoring, and contingencies for the methane mitigation measures. Provisions for protection and any future modifications of the engineering controls are documented in the Easement and Declaration of Restrictions recorded for the Bridgeport Village property. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's occupancy approval for Building A Tenant Space A112 (Oregon Scientific), Building E Tenant Space E113 (Vital Barber), Building R -2 Tenant Space R200 (Discovery Store), and Kiosk #6 (Mrs. Fields Cookies) at the Bridgeport Village Development site. Sincerely, Jill Kiernan, P.E. Senior Project Engineer cc: Bruce Gilles, DEQ Tim Spencer, DEQ Paul Trone, GeoDesign Robert Davis, Washington County Loretta Skurdahl, Washington County Teresa Wilson, Washington County Ron Torgenson, Opus Northwest Bob Dye, Bridgeport Village Jean Paul Wardy, Center Oak Properties Brad Osmundson, Opus Northwest Renee France, Ball Janik Nanci Klinger, Davis Wright Tremaine Tom Lindley, Perkins Coie UPgdril Bulletin 136 Rev. ® Model F1 F co Model F1 FR Recessed Quick Response Sprinklers DO CD i-. Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional fi - $0, t , ) - V ii ertical Sidewall . Horizontal Sidewall tilpU, - HSW 1 Deflector Model F1FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Upright Pendent Listings & Approvals , , 7 .. 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) '. a 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 1 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -STD 167 -1 7. Verband der Schadenversicherer (VdS, Germany) �' [�. 8. NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler Vertical Sidewall Conventional UL Guide Number VNIV Product Description Reliable Models F1FR and F1FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative fi 2 sprinkler. The Models Fl FR and Fl FR Recessed automatic sprinklers I utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This Horizontal Sidewall Recessed Pendent quick response enables the Model Fl FR and Fl FR Recessed HSW 1 Deflector sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. Application The glass bulb consists of an accurately controlled amount Quick response sprinklers are used in fixed fire protec- of special fluid hermetically sealed inside a precisely manufac- tion systems: Wet, Dry, Deluge or Preaction. Care must be tured glass capsule. This glass bulb is specially constructed to exercised that the orifice size, temperature rating, deflector provide fast thermal response. The balance of parts are made style and sprinkler type are in accordance with the latest of brass, copper and beryllium nickel. published standards of the National Fire Protection Asso- At normal temperatures, the glass bulb contains the fluid ciation or the approving Authority Having Jurisdiction. in both the liquid and vapor phases. The vapor phase can Quick response sprinklers are intended for installation as be seen as a small bubble. As heat is applied, the liquid ex- specified in NFPA 13. Quick response sprinklers and stan- pands, forcing the bubble smaller and smaller as the liquid dard response sprinklers should not be intermixed. pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, CITY OF TUALATIN opening the waterway and allowing the deflector to distrib- RECEIVED ute the discharging water. The temperature rating of the sprinkler is identified by the OCT i O color of the glass bulb. 2005 The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkwimal 10552 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor rinlder A royal Sprinkler Identification Standard - Upright (SSU) and Pendent (SSP) pp Number (SIN) Deflectors Marked to Indicate Position US Metric Height Organization SSU SSP }2" (15mm) Standard Orifice with }2" NPT (RX) Thread 5.6 80 2.2" (56mm) 12,3,4,5,6,7 R3625 R3615 %" (20mm) Large Orifice with x;" NPT (R3/4)Thread 8.0 115 2.3" (58mm) 12,3,4,7,8 R3622 R3612 X6 (17mm) Small Orifice with X" NPT (RX) Thread 4.2 60 2.54" (65mm) 1,2,8 R3623 R3613 X" (10mm) Small Orifice with }," NPT (RX) Thread 2.8 40 2.54" (65mm) 1,2,8 R3621 R3611 10mm Orifice XLH with R Thread 4.2 60 56.1mm 4,6,7 R3624 R3614 Conventional- Install in Upright or Pendent Position 10mm Orifice XLH with Rye Thread 4.2 60 56.1mm — R3674 15mm Standard Orifice with }Z" NPT (RX) Thread 5.6 80 56.1mm 4,6,7 R3675 20mm Large Orifice with 3 /4" NPT (R %)Thread 8.0 115 58.4mm 4,7 R3672 f ,dpi 4 , ,: t . < Upright Pendent Upright Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) X" (15mm) X" NPT (R 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 1 %7" (20mm) y," NPT (R /4) 8.0 115 2.3" (58mm) 1,2,3 R3612 X, (11mm) X" NPT (R1/2) 4.2 60 2.54" (65mm) 1,2,8 R3613 '" (10mm) X" NPT (RY) 2.8 40 2.54" (65mm) 1,2,8 R3611 10mm Ras 4.2 60 56.1mm 4,7 R3614 11 l Refer to escutcheon data table for approvals and dimensions. --"—_ s 1:7.. / lace Du. 1 J (191mmJ rmm ==t I• x I/?' REDUCER TURN COLlAlr uNni. noon AGAINST SPRO CLER 'BENCH BOSS r i I = I 1 / 8 . "01 I 10 FACE or rorno To i Eg) . 40, i CEILING ( Er . is II 1 • 2 27/32 DA. (72amm) — 1.9/DOID (I) REFER TO ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENS.WS 2. Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent , Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Sprinkler Identification US Metric Organizations Number (SIN) " 'h" NPT (R'h) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm 1" NPT (R' /2) 5.6 80 2.2" (56mm) 4 (1) 11) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling Zil Dimension (Min. - Max.) Upright 4" - 12" (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) 4141 14 Vertical Sidewall Model Fl FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations Sprinkler K Factor and Type of Approval Identification Nominal Thread Sprinkler Number Orifice Size US Metric Length Li Ordinary (SIN) Hazard Hazard y" (15mm) }2" NPT(R1/2) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL and ULC Listing permits use with Fl or F2 recessed escutcheon. T t 4 ,,,,. Horizontal Sidewall 3. !/ Installation Sprinkler Types Quick response sprinklers are intended for installation Standard Upright as specified in NFPA 13. Quick response sprinklers and Standard Pendent standard response sprinklers should not be intermixed. Conventional The Model F1FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutch- (Vertical, Horizontal HSW1) eons illustrated are the only recessed escutcheons to be Recessed Pendent used with the Model F1FR Sprinklers. The use of any other Recessed Horizontal Sidewall HSW1 recessed escutcheon will void all approvals and negate all warranties. When installing Model F1FR Sprinklers, use the Model D Sprinkler Wrench. When installing Model F1FR Recessed Finishes 11)12) Sidewall Sprinklers, use the Model GFR1 Sprinkler Standard Finishes Wrench. Use the Model RC1 Wrench for installing F1FR Sprinkler Escutcheon Recessed Pendent Sprinklers. Any other type of wrench Bronze Brass may damage these sprinklers. Chrome Plated Chrome Plated (3) White Polyester Coated White Painted (31 Temperature Ratings Special Application Finishes ' Sprinkler Sprinkler Escutcheon C lassification Temperature Max. Ambient Bulb Bright Brass Bright Brass °C °F Temp. Color Black Plated Black Plated Ordinary 57 135 100°F (38°C) Orange Black Paint Black Paint Ordinary 68 155 100°F (38°C) Red Off White Off White Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F(66°C) Green Satin Chrome Satin Chrome High (t) 141 286 225 °F(107°C) Blue (t) Other finishes and colors are available on special order. Consult the factory for details. (1( Not available for recessed sprinklers. ( FM Approvals is limited to bronze and brass, chrome or black plated finishes only Escutcheon Data ( FP Push - on/Thread -off escutcheon Face of Fitting mode Approvals Adjustment to Ceiling or _ wall D Fl 1,2,4 X" X" K" Ordering Information (19mm) (19mm) (5mm -24mm) Specify: F2 1,2,3,4,5,7,8 /2" 1° Xs -'X6' 1. Sprinkler Model (13mm) (25mm) (5rrm -17mm) 2. Sprinkler Type FP 1,2 Fully Recessed (11 3. Orifice Size Push.ory 4. Deflector Type Thread -off 1,2 Fully Retracted IX," (24mm) 5. Temperature Rating Maintenance 6. Sprinkler Finish The Models F1FR and F1FR Recessed Sprinklers 7. Escutcheon Type should be inspected quarterly and the sprinkler system 8. Escutcheon Finish (where applicable) maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other Note: When Model F1FR Recessed sprinklers are cleaning fluids. Remove dust by using a soft brush or gen- ordered, the sprinklers and escutcheons are packaged tle vacuuming. Remove any sprinkler which has been separately. painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained I in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non - operation. The equipment presented in this bulletin is to be instated in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. tiJ R P • Re � (800)431 -1588 Sales Offices (800)848-6051 Sales Fax Revision lines indicate updated . 7 new data • (914)668 -3470 Corporate Offices www.reliablesprinkler. corn Internet Address EG. Printed in U.S.A. 3/03 P/N9999970027 Permit Number Envelope Compliance Certificate Checked By /Date Standard 90.1 -1999 COMcheck -EZ Soiware Version 3.0 Release 2a Data filename: H: \LECJOBS \05JOBS.OUT \Discovery Channel \Dwgs \05195- Bridgport\lightcode.cck Section 1: Project Information Project Name: Discovery Channel Bridgeport village Tualatin, OR Designer /Contractor: Don Penn Consulting Engineer 3950 Highway 360, Suite 101 Grapevine, TX 76051 Document Author: Don Penn Consulting Engineer 3950 Highway 360, Suite 101 Grapevine, TX 76051 Section 2: General Information Building Location (fir weather data): Tualatin, Oregon Heating Degree Days (base 65 degrees F): 4924 Cooling Degree Days (base 50 degrees F): 2101 Building type fir envelope requirements: Non - Residential Project Type: New Construction Window / Wall Ratio: 0.00 Activity Type(s) Floor.tg Retail and Banking:General Retail Sales Area 3062 Section 3: Requirements Checklist Bldg. Dept. Use Insulation [ ] 1. Open -blown or poured loose -fill insulation has not been used in attic roof spaces with ceiling slope greater than 3 in 12. [ ] 2. Wherever vents occur, they are baffled to deflect incoming air above the insulation. [ ] 3. Recessed lights, equipment and ducts are not acting insulation thickness. [ ] 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. [ ] 5. All exterior insulation is covered with protective material. [ ] 6. Cargo and loading dock doors are equipped with weather seals. Fenestration and Doors [ ] 7. Windows and skylights are labeled and certified by the manufacturer for U- factor and SHGC. [ ] 8. Fixed windows and skylights unlabeled by the manufacturer have been site labeled using the default U- factor and SHGC. [ ] 9. Other unlabeled vertical fenestration, operable and fixed, that are unlabeled by the manufacturer have been site labeled using the default U- factor and SHGC. No credit has been given br metal frames with thermal breaks, low- emissivity coatings, gas fillings, or insulating spacers. Air Leakage and Component Certification [ ] 10. All joints and penetrations are caulked, gasketed, weather - stripped, or otherwise sealed. [ ] 11. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 12. Component R -values & U- factors labeled as certified. [ ] 13. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Buildings less than bur stories above grade, building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. Climate - Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter R -Value B -Value U- Factor U- Factor (a) Budget U factors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 0.0% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Standard 90.1 -1999 requirements in COMcheck -EZ Version 3.0 Release 2a and to comply with the mandatory requirements in the Requirements Checklist. 4 „,, , P• E • �--- 6. 2 a off' Principal EnvelopDesigner -Name Signature Date PROffs 04G1N EF'Q y� 18896PE /24, 41 0 JAMES E DEC 3 1 2006 Permit Number Lighting and Power Compliance Certificate Checked By/Date Standard 90.1 -1999 COMcheck -EZ Software Version 3.0 Release 2a Data filename: H: \LECJOBS \05JOBS.OUT \Discovery Channel \Dwgs \05195- Bridgport \lightcode.cck Section 1: Project Information Project Name: Discovery Channel Bridgeport village Tualatin, OR Designer /Contractor: Don Penn Consulting Engineer 3950 Highway 360, Suite 101 Grapevine, TX 76051 Document Author: Don Penn Consulting Engineer 3950 Highway 360, Suite 101 Grapevine, TX 76051 Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activity Type(s) Floor Area Retail and Banking:General Retail Sales Area 3062 Section 3: Requirements Checklist Bldg. Dept. Use Interior Lighting [ ] 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 6430 6381 YES Exterior Lighting [ ] 2. Minimum efficacy of60 lumen/watt for lamps greater than 100W [ ] 3. Lighting power for free - standing canopy areas or building entrances with canopies is less than or equal to 3 watts per square foot [ ] 4. Lighting power for building entrances without a canopy is less than or equal to 33 watts per linear foot of door width [ ] 5. Lighting power fir building exits is less than or equal to 20 watts per linear foot of exit door width [ ] 6. Lighting power for building ficades is less than or equal to 0.25 watts per square foot of the illuminated area Exceptions: Controlled by motion sensor, signal or advertising signage, highlighting fiatures of historic monuments and buildings, or required for safety or security. Controls, Switching, and Wiring [ ] 7. Independent manual or occupancy sensing controls for each space (remote switch with indicator allowed for safety or security). Exception: Areas that must be continuously illuminated. [ ] 8. Automatic shutoff control fir lighting in >5000 sq.fi buildings by time -ofday device, occupant sensor, or other automatic control. Exception: 24 hour operation lighting. [ ] 9. Master switch at entry to hotel /motel guest room. [ ] 10. Photocell /astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 11. Tandem wired one -lamp and three -lamp ballasted luminaires. Exceptions: Electronic high- fequency ballasts; Luminaires not on same switch Voltage Drop [ ] 12. Feeder conductors have been designed fir a maximum voltage drop of2 percent. [ ] 13. Branch circuit conductors have been designed fir a maximum voltage drop of 3 percent. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Standard 90.1 -1999 requirements in COMcheck - EZ Version 3.0 Release 2a and to comply with the mandatory requirements in the Requirements Checklist. PROT 8. � �GIN �-- Z • d 18896PE Principal Lightingesigner -Name Signature Date 124 ,�� o 12119 s Q � �� JAMS Section 5: Post Construction Compliance Statement DEC S 1 2006 Record Drawings and Operating and Maintenance Manuals Construction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Signature Date Lighting Application Worksheet Standard 90.1 -1999 COMcheck -EZ Soffware Version 3.0 Release 2a Section 1: Allowed lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ff2) (watts /12) (B x Cl Retail and Banking:General Retail Sales Area 3062 2.1 6430 Total Allowed Watts = 6430 Section 2: Actual lighting Power Calculation A B C D E F Fixture Fixture Description / Lamps/ # of Fixture 1p Lamp Description / Wattage Per Lamp / Ballast Fixture Fixtures Watt. (D x El A Recessed Comp. Fluor. / Other / Electronic 2 5 52 260 B 4' Fluor. Strip / 48" T8 32W / Electronic 1 6 32 192 C 2' -10 3/4" Fluor Strip / Other / Electronic 1 41 39 1599 D Recessed Combo / Other / Electronic 4 6 88 528 DE Same as "D" w/ Em Ballast / Other / Electronic 4 7 88 616 E Recessed Adjustable / Other / Electronic 2 25 40 1000 E2 Recsessed Adjustable Combo / Other / Electronic 3 22 79 1738 F 2' x 4' Fluor. / 48" T8 32W / Electronic 2 2 64 128 FE Same as "F" w/ Em. Ballast / 48" T8 32W / Electronic 2 4 64 256 G 2' x 2' Fluor. / 24" T8U 32W / Electronic 2 1 64 64 Total Actual Watts = 6381 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 6430 Total Actual Watts = 6381 Project Compliance = 49 Lighting PASSES: Design 1% better than code S M447 te 4131.AY STREET I I seS'57rr"'"--Trf4. 1■.„.. .....6 D _..., U 4— ------ * 1.11.1.1.1.1.1, '\ imimmi . , .1, • • \ 2 ssss, , . , • - lia .. . -a .- — I i • ' - - I . . 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