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12325 SW KATHERINE STREET-6 i A-0 F7{���iyi x Y N N .-i � toi i �4 At�A CITY OF T167A RD CITY COMM,')NrrY DEVELOPMFlo!7 DEPARTMENT (_E%R'lJFlGnTE OF 13M SW HWI Blvd. P.O.Bc. �497.TOW,oreVn 97223(C,0p4Wq5 OCCUPANCY Pot RM IT #. , . . . . . DATE ISSLIEL)k `5 SW KATHEPtNE ST ADURESS- PARLP.L.9 If31-i4LC­0A101b SUBDIVISION. . . . e ON I N(` BLUM . . . . . . LOT. . . . . . . . . . . . . ([....4. Fj CLASS (IF W-IRK. 1AL.1' Tyl-4-: OF USE. . . I ED OCCUPANCY GRP. iE'l L X' �CUPANLY LOAT)i TI NANT NAME... I W4PY WOODWARD LLC Mf]NUIRY Rvma k', 4 ildd interiur doi)v,, (�c.rridcjr Uwner I rtl_'ARD­TLJALA'TlN 3C11(7i71- J3137 SW IAWy 11"ARD OR 9-72F-,, Phrine #v 684--P2! 7 �'i1r)Ilw R0 fircupAncy of the mhove v­@terprlUed 1-Milding Iti I-1pt-,Cohy Ujygn, mnd ;-he compliance with ttl* estate Of 11regoll Spocialty Caries ff3l' ths-* OCCuPioncy, anti tise ut)civr which thr refeo,,enc,ed pet m7t was -.issk't 1. aou FIRE )FPnRTMr.NT Ili�Ddl N=0 -1 0 144U644Q r POSt IN PLACE t INSPE(R'i�N NOT�.CE Citv of Tigard 00 Idiog Departarent 13125 SN Ball Blvd. Tigard, Gre.lon 97223 In91 !ction Line (Fiec-A)-Phone): 539-4175 Businons Phor.e: 639-4171 Footing Pl.bgnnderulab Mech. Rough-in A r PP /adwlk Found. Plby- Tol. h:t Gas Line FINAL: Poet/Beam S ruc,-. San. Sewer Framing dldq. P.lst/Beam Nfch. RF.in Drain Insulation -Plumb. Plbg. biteerfloor Nater Lina Gyp. Rd. -Mach. Date Puguested: PM Adcrese:_ ME FOLLOWING COhRECTIONS ARE REQUIRED: Inspectors_ catee._/�G?— "PROVED 018APPROV31) _-- APPROM $90OWT To A9M aaii ftr ftL"v. �y� !NSPEC"rION NOTICE City of Tigard Building Department 13125 BW Ball Blvd. TJ-gard. orcgan 97223 �etion Lino (Rec-O-Phone): 639-4175 Busine9s Phone: 639-4171 lnspections_s� - ------ -- ---- —_�----- Footing PlSq. Underslab Mech. Rough-in Appr/Sdwik Found. P11-j. Top out ras Line FINAL: Poet/Beam Struct. Sar:. Sewer Framing �` -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plb,. Underfloor Plater Line Gyp. Bd. -Neah. Dote: Req::ested: O�Cy ��J.e- _Times �AN PN Address:_/T-� -`S ` [/��� permit is�1 _19a;1_4115, Builder:-- ��—�_� ' r. THIS FOLL(MING CORRECT NR AR11 REQUIRED! _ A inspector: Date: 1.+ -- APPROVED — DISAPPROVED APPROVRD SUBJECT TO ABOVE _04"' Call For Reinsp. i �NSPECTIOK NOTIQII' City of Tigard Buildin CF. 13125 all Ball Bl.d. 9 Part��nt Inepertion Line Rec-0- Tlgard, Oregon. 97223 ( Phune): 639-4175 BUeineBu Phone: 639- �`M 0171 Inspection:_-_ Focting — Plbg. U aralab Mech. Rough-.Ln Found. ApprJSdwlk Poet/Beam Stn:ct. Plby. Top out Gas Line FINAL: San. Sewer Txamirng -Bldg. Puet j Beam Mph, Rein Drain Insulation -Plumb. Plbg. Underfloor Nater L1ne Yp• 8d. -Meeh. Date Regueeted:� - Addreast— Ti"I A!1 PM r Permit #:Builder- l� TOE FOLIAWINU CORFECTIONS +- REQUIREDi Inspector: bate: yAPPROVip DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reines. TUALATIN VALLEY FIRE & RESCUE AND ,AVERTON FIVE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 August 26 , 1992 Rick Martin Tiqard-Tualatin School District 23J 13137 S.W. Pacific 3-1wy. Tigard, Oregon 97223 E t Re: Mary Woodward School 12325 S.W. Katherine Street 5988C-001-000 Dear. Mr. Martin: This is a Fire and Life Safety Plan Review and is based on the 11988 editions of the Uniform Fire Coda ;UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans submitted to this office for the ninon tenant modification to the above noted s2hool have been reviewed and are conditionally approved sut,ject to a valid building i_ermi_t from the City of Tigard and a final inspection by this office. As a recommendation for future consideration and upon adoption of the 1991 Code sometime in January 1993 , ADA action will be implied and provided. This w°ill signify that at that time, strobe lights or some means of cOmmunicat.ions with the disabled must be provided for emergencies, and so connected co the emergency fire alarm system. This is a mere recommendation for your future consideration. If I can be of any further assistance to you, please feel free to contact me at 57.6-2501 . Singerely,�' Be t Parker �_-F re Marshal BP: kw cc: Tigard Building Department "Workint"Smoke Detectors Save Lives City of r )' ",LON NOTIC�g 1312 9--d Bv1_id Inspection Line 5 Rall Blvd. Tigard,n9 Department inspection 639-4I%5one:Ion 97223 Inspection= . Business ph ------._. _7 1 6-19--4371 Fwtinq / Plbq. O erelab - l-0114 L Found. Mech. Rough-in 'I'v- Top Out APPr/Sdwlk Poet/Beam Gat' Line S t rues. sen. SF INAI.t it. _ Poat/Beam Hech. framing Rain Drain Bldg, P1`'7• Underfloor Ineu ation Mater Line -Plumb. Drte Requeat�Wt (;YP• 8d. Addree6t �. _ __Times __ ._-..Pft Builders " ,� 'yL�-Permit TNg :LOMIN(= CO CTIONn A" REQUIRED: ------ 0,0 --- PRpVD mates DISAPPROVED ~�----• APPRom) SIIBJMCr TO ABpV e. -_.__fall For Reinap. aR alSl 4w � � om 6,4 :i C r T'r OF T I GARD Ft'tZCF I PI OF PAYMF N T RECEIPT NO. 192-230'763 GHECK AMOUNT : 30. 98 NPME 'T I OARD•-TUAI..AT f N SCHI)OL COBH AMOUNT 0. 00 � Oi)DRESS : PA'V'MFNT DATE 1 08Ic'I:92 j SUSDTVISION PURPOSE OF PA YIYIENT PIMOUNT PAID PURPOSE OF' PAYMENT A110UN'T` PAI D BUII_[)II` f; 29. !10 ST. BUILD PFR 1. 4A I MARY WOODWARD FsCHOOL 12325 f3W KA'TH1,:'R'1NF ST I, TOTAL AMOUNT V A I D I is IWO OF TIDO RIS TMRD -COMMUNrTY DEVELOPMENT DEPARTMENT rANO*N! 13125 SW Hrjj Blvd. P.O.Bax 23397,1 Igard,Oregm 972:,;(503)630.4175 BUIA D I NG Pt-RMJ I 0 3`0—41 71 (C -*-7L- DATE IS(,- tjF-j). IE ADDRESS. . . 'iUktl)I V 1 S 1 ON. 1 3 11 L 1,A . . . . . . . . ZONING; FLOC.m FXTERIOR Wjj_L,. Of* WORK- :AL.T FIRST. 6f N: TY"Ir OF Ww. L) S a E a W j N G 1". 5 N s V RO I F.I.- I 0,- 1�O FHI Rt). . . . it -1� - .,( I It 4NI'Y G Rf,. F-,1 "111 T S f N. S E W (jccut�,AKJ(*:,Y (_(jpjj. Q, ROOF-, (-;GN31 1`7 1 RU 14ASLMENT. AREA SF-p. R A T I-­D W"Z Z REOD SE,,1,*Fvjcj�S__ sF r �i E P. RPTCJ),. REPU I RM-­­­­ U LOOP LOW). ps 1, LUT sFt. DWEA-LINO UNINgRt' f t,' F I R Sk-KI...:Y ;3M01< 1)F 'I F RNTr ft REAR: f't FIR ALRM.-y D 114 m SA l I C� IMP 5;1. 1ANDICP- )Cj7 -y VHLAJE. $ : R c') (.,0 R T@ V'ARK I NG! Re Ifl'At-14 Add irit.:p)-jor• dc)ot- c"idcW tc) fz,la,nsrovm. Add re 1 jgtj.t S, i nt&r i c) ll(`iAI40--l`UNI.Al_lN UxUr. t Y V) Amc)unt SW PFIC�'fFll� by rage` e c PRNI f 1, Q, JI-I 011.i r`G�/c);') TIGORI) OR 972-23 VILLK s 19. 18 JLVI 013/t jR/9 am_ =lhvtie 4t. 6,64-.E.81 1. 48 ,.711 @t 0..,o j2 JW 1141 00000 "Jo. to lulf-o' T".is permit is issued 50"Et to the regulations rontained in the 198rd Municipal Code, State of arp, F Y'aminq .1risp SWidlty Codps and all other P S 0 It'd ""rable la"', 411 worts ;oii I be don' altraved plans. 'h e in amrdance with Fina]His oervit will expire if work is not itarted with,n IN days of issuance, Or if work is suspended for lore "'an 180 lays. Si m CITY OF TIGARD OREGON August 19, 1992 7 Rick Martin Tigard.-Tualatin School District 23J 13137 SW Pacific Highway Tigard, OR 97223 Project% Mary Woodward, BUP 92--0245 12325 SW Katherine Street Dear Mr. Martin: The pians for this project were reviewed for conformity with applicable codes, and are conditionally approved. The proposers door on the plan is required to be a 20-minute smoke and draft stop assembly. Please confirm that the proper door assembly will be installed. You may obtain the building permit for the project at your convenience. A list of required inspections is printed on the permit, as is the telephcina number to call for inspections. If you have questions, or .if we may be of assistance, please contact us. Sincerely, L�Jtm Jaque& Plans Examiner PAIL (503)684-7297 13125 3Vd Hall Blvd., Tigard, C►R 97223 (503) 639-4171 TDD (503) 684-2772 +w .w �w � ■.o .a wr a Aw lol6 7 a;3r mcc. yt� AVN Sf5 <o� +4AN DI GAFF 6.1 TOILET flAri -� flsr C_�.a„�Qcxi+n S I ew 12 OFn Cr-- PLAN 71 >D1 ML ( - O- - - - -- o- - -- - - o`--- - UKT 4 1 I I Mal`iNr waw M 1 C li F-N Viol _ MULTI - Vl),z o�E �W I i C '��1-►ZQJ,1 I' I 7 FF EI n 0 t o '�h►s vuA s 0"e� NaCL T it I GOVfb % " 4nrx-r/0tj TD 13ueuy,,(-`6 $ C.A rye I �i�wolnl� ( Num i 1 lT nc- j Approved....................... Conditionally Approved ........................... ... ..... :.1 i Fc,only thn+•rd ' PERMIT NO. I GYM i M U I G See letter to:Fo ow.............................................. .l , I Attach........................... .... . .......... .[ e M.24' I I ��ti; Job Andress: Date: - ON i _ - --- — -- VEST'— n��": I�.K� �. ..�_ SII Si•.2� � CiYM IIF r5Tal5AQF- 1 ;ate I MU51G_.� POOM J 1 nr-A 116T �Iw . wo +� .■ .� .n w �(N I WZy •t)c'rA i L 4 6�p� 3 �Xf I99 ►N 14%p CAS104 PA VO A �• pK.A( era , mc. , IP, op , s Fit,)1§14 esu �W-KOVA �ViurL G�KeT) cdl.o', aeA v a wr aye 'W tic K,'i'. n1 G GA►3tN�'r� -1,p'nn'T'S w i rJG 1 r3l�LA� Of r 1 NQS �iX 4 X i 5fM't, K1'r �o IL lie TJC0e •'SA�^^�r7 1a55tN+�A y PJ �� L ISS Klin�• , 4 . , CITY OF TIrAFtff RECEIPTOF PAYMENT RECEIPT' NO. CHECK AMOUNT 00 C;Asv i f-IMOUNT z 1 '3• 113 r' NAMr 'TICARD--TUAL.ATIN SCHOOL P'AYME'NT DATE o 08/1 /92 ADDRESS D i'ST GUBD I V I a I(IN o PURPOSE OF PAYMENT AMOUNT PAID P(1RF't]f$E OFF'AYME:-NT AMOUNT PAID ..�.___.._.___,....._........___�__........_. _......r.._.----._----...._... f r R hIARY WCOUWARD ri..EMEN-TnRY cHOOL SW p,Hj"T'NF:F4TNE= TOO AL OMOUN'T POI D f i CITYOFTIFARD A BUILDING F'ERMiT COMMUNrfY DEVELOPMENT DEPAWMENT QOM 10 PERMIT #. . . . . . . BUP91 O191h 13126 SW HWI Blvd. P.O.Bat 23397,Tlpad,Oregon 07223(6p31�4�76./ DATE: ISSUED: 09/11/9t SITE ADDPESS. . . : 123,25 SW KATHERINE T PARCEL: 1 S 134CC.-01'700 SUBDIVISION. . . . : ZCINING: R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . REISSUE: FLOOR AREAS-____._____._._ EXTERIOR WALL CONSTRUCTION-- CLASS OF WORK. :NEW FIRST. . . . .. 144O sf N: S? E: W: TYPE OF USE. . . :E D SE=COND. . . : S f PIROTEL T OPEN I NGS?----_--._._.__.. TYPE OF CONS-i. :SN THIRD. . . . : 5 f N: S. E:: W: OCCUPANCY GRP. :E 1 TOTAL.-------: 14,40 � r ROOF CONST:B FIRE RET^:Y OCC;UPAN_Y LOAD:72 BASEMENT. : sf AREA SEP. RATED: STOR. : 1 HT. : 11 ft GARAGF. . . : S f OCCLI SEP. RATED: BSMT?:N MEZZ?:N REPS; t E'T'BACKS-.-.-..-------- REQUI FLOOR LOAD. . . . :40 p s f LEFT: f t RGHT: ft F`•I R SPKL:N SMOI: DET. . :N UWELL !NG UNITS: FRNT: ft REAR: ft FIR ALRM:Y HNDICP ACr:Y BF_DRMS: Car;i HS: IMF' SURFACE: 1_'RO CCIRR:N PARK I NO. VALUE. $ - 4.100 RP^erks : Add risotable str�tctl_1re for c classrooms Gwner,; ------------- _._.__._.._________.__._. FEES - --__-----_.__-_._ SCHOOL_ DISTRICT 23--J type amol.lnt by date recpt TIF 2884. 00 JLH 09/11/91 -• PLCK t• 32. 83 JLH 07/15/91 215,z,9A FIRE 111 20. 20 .JI__H 'x7/ 15/91 215396 Phone #: 5P(-1T L 2. 53 JI_H 09/11/91 - rl�JP4- :;75. 00 JLH 09/11/91 - : ---------------------------------dL 50. 50 .J'_H 09/1 1/91 - Contract orL RRMT � `- AMERICAN MODULAR SYSTEMS I V1466 SUNNYS I DE ROAD SE �,ALEM OR 97352 ___-_____.----.-_-_.---------------_._ Phone #: 364-1602 3365. 06 TOTAL Reg #. . : 44755 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Foot/FoL1nd Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Post/Beam Insp _ applicable laws. All work will be dent in accordance with Fire Alarm Insp approved plans. This permit will expire if work is not started Mi s c. I•rs p ec,t i on within 188 days of issuance, or if work is suspended for more F i n a l I n s p e c t i o n than 188 days. er~mittee Signat1_1r^e: I s s o_1 e d B y Call for inspection - 639-4175 FRAMING 2X6 P.T. SILL i/2"Y.Ll" A14CMOR BOLTS Ln lAto., b comic. 'FOUVDAYIOKI 6'X17.' CONCRETL roulING ta PRO off LONDViTUPHED SOil. lAmerican ModulmrSystems 10466 Sunnyside FIDed SE JeffesoOn Lm - T Y P I CAL SECT I ON 50V3164-rt 973S 1002 -7/7 o/ nrc�N urs coomax ENGINEERING LAND SURYLYING fiLll ONG Or Wtl U) u 4'X4'*Xl," CONT C%L-Wr 1'001!WC. Ii II r 10' MILO.*SvkCl. ACCESS 6" C011C. rOJNDAT IDN DN 6'X12' CONC FODTING FOUMAl 10M VENIS p 8 GIN Oita FOUNDATION PLAN Cm 21 ,�ooQ lo:o t4k.i.Systems 2/Z 1046*'--unitysde nnod SE ocomax g4j,jr6nn,00 S7352 6031364.I602 EROWEERIHO.LAND SURVEYING,WILDING CIESIGH CUITACCOOVE,W SELIG / LEE RUEDA Architects and Planners 213 sw Ash Street, Portland, Oregon 97204 Telephone:(503)224-0173 RECID CITY Of'1'L)ALA-1,A 12 June 1991 AN 13 91 MAYOR rouki.it ADMIN ADMIN ASSt. PULICF F00"Cu ENO I C-G P1 9Nh-VG PAINTS t.hr,: j.;,p�V WR W%,NFWj Mr. Brad Roast MAL (:ity of Tualatin Building Department Post Office Box 369 Tualatin, Oregon 97062 RE: PORTABLE CLASSROOMS Dear Brad: In response to CUP91-0001 (A) and your letter dated 8 May 1991, enclosed are drawings to show compliance with conditions for placement of portable at Mary Woodward. r Sincerely, Xaviir Rueda cc: Bud Hillman csl Tigard High The proposed location as originally submitted to e division (at the rear of the building by the vocationalshops) is acceptable, with the following provisions: P s o There must be a minimum 20 foot wide fire vehicle access road along the rear of the school. This is a requirement of the fire district as discussed with Gene Birchill. o The portables must be separated from the existing buildings by a minimum of 20 feet, and the adjacent buildings must qualify as E occupancies. Mary Woodward Elementary The proposed location is acceptable with the f0'lowii'1q provisions: ,'o The Portables shall be a n ;nimum of ;?u feet from the existing scbool. o The adjacent music and storage roams must be separated from the multi-purpose room by a one-hour occupancy separation. The discussion does not constitute a complete review of the buildings. Other regulations may apply, and will be addressed with the formal plan review. If you have any questions, please call me at 639-4171. Sincerely Brad Roast Building Official cc: Planning Div. Gene Birchill 1 C. DECISION The Planning Director's designee for the City of Tigard approves Conditional Use � 91-0001rdlElementary School site lacement of a portable classroom on the Mary SUBJECT TO THE FOLLOWING CONDITIONS: THE FOLLOWING OLDING CNDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF A SC 1. The applicant must submit to the Building Official proof that the east-facing gymnasium wall is a minimum of one- C` �� hour fire resistive construction. If the wall is one-hour SFS 4CWCA fire resistive, the proposed building shallll a If itis Apo b 5'yi%3/�/ of 20 feet from the east-facing gymnasium wa not one-hour fire resistive the proposed building shall ,QG�Sr be at least 50 feet from the gymnasium wall. STAFF CONTACT: Bead Roast, Building Division (639 -4171) . 2. The applicant must provide evidence to the Planning r �E,7 Division that the Fire Marshall has approved the location of the proposed classrucm structure. STAFF CONPACT: Vi Goodwin, Planning Division (639-4171) . 3. A utility plan shall be submitted which shows the location of all utilities. Easements shad be provided for all utilities. If it is necessary to relocate the proposed structure because of the location of utilities, &NAt!j4 the new location shall be approved by the Building and Planning Division and the Engineering Department . STAFF CONTACT: Brad Roast, Building Division (639-4171) . 4 . The applicant shall pay a fee in lieu of constructing an on-site water quality facility. STAFF CONTACT: Brad Roast, Building Division (639-4171) . 5. Nn erosion control plan shall be provided as part of the public imprcvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989 . " STAFF CONTACT: Brad Roast, Building Division (638-4171) . 6 . The applicant shall pay the Traffic Tmpact Fee prior to the issuance of a Building Permit. The actual TIF will be based on the increase in the number of students and the trip rate in effect at the time of Building Permit applica'-ion. STAFF CONTACT: Brad Roast, Building Division (639-4171) . NOTICE OF DECISION - CUP 91-0001 - TIGARD SCHOOL DISTRICT PAGE 5 0 -- �JUNDA7�DN W71 i, FJ —cr I`l.�F NWI�KIN E w ' VF 41IF VCT r -- ouc� T 1 f ICo 07 4°� i. L 2W c.J I 14 i i t 10-2 (� 4._S� W 2 n^ I G.f -- JO IN1TR174 "' I 1 - 17 4� grub �2 c�.z II .- ................-.r.,.w•ww+ww�M�Y13NNNr't. i 10 702 VEST 10a2 LI rV I _ omy AM INI.'r 6YM.�:ToE 4�-4" -b' `� 4:,a' „4r 3•Gr .b� I T. So�Z C10 AA 1V(�'-o„ 101-00 101 'f lo, �,� 4 io•? k els Sob 3 --�_ I DOD 3O1r D" v `.2 4G L -ry ES 2X4 O 16' OC 2X4 • 16' OC 2X4 O +.6" QC VP OVER 1/2" VP9 VP OVER 1/2' VPB VP OVER 1/2" VP3 1/2" PLYVC 1/Y PLYWD HkBATT INSUL (s A 2X6 STUDS e2XG STUDS ' 82XB STUDS @2Xa sTUDs (52XB MOS ZX4 • 16' oc BATT INSUL 2xs a 16•oc Ovo 1/20 'ZX+ 0 16"OC CONCRETE U' 12' ABOVE FL WALL - SAO( 1/7" PLriW FINISH E"rt OV1/20 'VPB 1/?' PLYM SHCATWO 24 2fi ' 1 77 (17 ai -- �" " O" ,yam $ — 2X4 BLKG O 2400C 2X4 BLKG • 2 BRICK VENEER .f BATT INSUL BATT INgA BLDti. PAPER .2X6 • 16" OC 2X6 O '16" OC 2X4 O 16" OCVVFBVPB on 1/7" PLYwD OVER 1/2w VPB \OPOVER 1/2' VPS BATT INSUL - BLDO PAPER BLDG PAPER 3/,5" VPB OR" sPAcD wD 51aNc SPACED WOLF;ffsID!NG VP OVER 1/2 V'e 1/2" PLYwo sHh+c T5:11/2- PLYv0 sflhlc 1 002X6 0 16. OC c1� 2x8 STUDS 10 2x8 STUDS 2X3 STUDS 2x4 BLKG 0 24"OC WALL FIN SEE INT ELEVATIONS BATT INSUL 2X4 O 16w OC 2X9 • 16"OC , M . VP OVER 1/2" VPB vm OR BRICK VENEER VP OVER 1/2 VP9 BLDG PAPER BLDG PAPER BLDG PAPER 2XO • 16" OC 1/2- nVIM" DER BD SPACED WD SIDING 1/2" rLYwD 2 rw 1/2' r'IYWD SHTHG1/2" w p SHN'r, GYP 1/2" PLYWD SNTN'G dA OVER 1/2" VPD r- I 2� 28 7.X6 STUDS 11 G2x8 sTuDs )S -vj I 1\ I r..�n�. �/�/O ✓U 3„5 0 C)N TO �h �-1�4a.s F- ICN AFF ►� _` -- 5D-I i SV� X AND� `JG SD N y 8"5D c�P© t qo C 112 CW#f I , c 4" 5 D ?D t 1035 4 EA 24 (v(o I 1>r-188•_8 k w�15.4 Wl5.4 ''�� a CIP . :� E F G0- XM �i I ) -� FR 'J LE-1`128 PAD _TG p I i LO a�41 J(CgE)4;3D , TG 5t7 VERIFY c 4"►�1( 1 � Co1 V E R I F *j&,.45 ' O W� _ � _ - --•�-- � r � (��� TO WA-T E R '�P EL, Iq I � i / LER� Jc, —W g..50 .� WOopWARD KEY PLAN - MECHAN ICAL w I • 85 ! C 1'S 1 1890 0 -� 5"5D DN C(oAFF 1 i G" 50 -OWNSPOUT H . 05.1 .__SD CIP— C*rG 11!�:I. 190.0 1P-13 SHEET W13. 1, KEY FLOOR PLAN - MEC:HANICAL 6 Provide and install an inter,-eptor at the northeast corner of the proposed new gym to intercept the foundation drainage. Interceptor shall be per detail 66 on Drawing C-15. 1 except that the rim eltvat":'n shall be + 193.0' verify, inlet i .e. , shall be 191.0' and outlet i.e. , shall be 194.831 . Exact location and all elevations are to be coordinated and verified with foundation drains, final grading and Architect. VAULT 4 0 F H `Y(/ (/�+ /vI✓ .� f `°'"., i t 11 ' 12V,1� 04/09/91 1238 B 503 659 5913 OOTCHALL & ASSOC P.01 G0TCHALL & ASSOCIATES S?kUCIUNALV UINLLMS OLkALL)L. OO'UAIALL.PC 2328 S.E.WA umoTON STRC[T MILWAUKIF,ORFaON 97??.7 (503) 6S9-S913 p Z imLa RIEpc)wr CLIENT Selig/Lee/Rueda PROJECT Woodward Elw*ntary School BY Gerald L GoidAll TO Xavier Rueda DATE April 6, 1992 We have reviewed the cracks in the covet.-ed wa11k columns at Woodward School and it is our opinion that they do not prmsent a structural hazard. We would moommand that the oolwan at the inside oorner be banded around the crt(*ed area until permanent repairs are imde, gic ORp.OGts % q�tj ay-:Mr. Brad Roast, Tigard Build" Dnptartmant LA.^ ,� � I �,R (0..'119"�D01,JS I ►wl T�pfi 6 3 q+l J IM C 20 1 1 PLAN 1�• iMP WT140-a L. / 50*iuc 11-, ori•-n" -� mar`�sx — '—L---- 11 3aA4L 4L 4')/Yx30 --- 10 IV-live V• 1 t CJ QROUT — ?j$ HO TA,NT R. - EM�iD�V IT1CM1� � 4a�• t M{, II FOC p{••\ J (�►3TESQti2 4-M'3z17id COLUMN - 31010N 9�c u — 4ev — LAP 21-UMN — __ VAi�6s S NV•J Owl r --- ----- -- - /�-- 9-M4 B�7 E—A w4�Y -�1 'S-N 4�i EJ►W�Y ��' 3/y"s/=0' IBJ �1/ti► •I�d' Yu e6 1.i�v'1J ( TOPA S07 EIlSTs r�_ E r�T �(C, 6'Vl#%10 EU51 DOA I • ' W yl 1 I f � , L_.J I__J PLAN — -- 6 L 3 f I VL401 1 o",noNS OG 'N,l UT F 5 - -- ----- -- - - ------ _7_&� l6 -z �MPORTANT MEOSAOlj FOR_ _ A.M. DATE __ -TIME P.M. M - OF-r .._ PHONE AREA CODE NUMBER EXTENSION TELEPHONED _ PLEASE CALL CAME TO SEE YOU _ WILL CALL AGAIN WANTS M SEE YOU RUSH - RETURNED YOUR CALL -- SPECIAL A';TENTION MESSAGE_ _C �uOh',/� SIGNED LITHO IN LLS A. TOPS It FORM 30025 , I;�iill 1ti S �•, IFICA CtRl CITY OF TIGARD OREGON •i 7125 Own Tigard Gch�1�iG* s __ —Permit :: . ,-Q 2� +; Address: __1313Z_9d._Pacifiet�--TiQ --- �r¢. Yr 1r sj Building Address: —1.�32�.. hLKathPr;nP St ------ r ' t Bldg' I Tv r`,N & 5-- 1hr ; { � { OCcupancv:--F--&-A, Land USC Zone:__ ,kf ,iits '!ry , Comments: Ma�tY1�siwd school _— '+� s!i• Certificate is hereby given tliis-12th—da or . .;, g y t••ti ` t�+u is ^`J ,.f`;.,,.. that. ,aid building may be occupied and that it complies with all ?? requirements of the Building Code for the City of Tigard, as approved A. by the Tigard City Council. � 4 '• 1 Building I t t / Fire Der / f Building Official ' �• '" �.� Post Certificate in Conspicuous Place ` �a WWI '�.',!WI. p. ,;,.,,►Ib+• ,i y�d�, q .j1i� y /`` if �.'7V ,�� �•'�1llflr`Ih i/1114,� �YII , � y'� jLllll�rrE!�l�.h IN"4Fy. may�.�#" i 1 .�� a ��:�1 p� i�•' �(P{y��p{^ „I ��� ,rSi • •1��W'ay 'I !' ,� '•� �..� 'll, .'�� �'MFi. `�p ••".i� �.r'" t.:uC r. •� 'I��' un�, i x y, d•_� �tj �• t.,• !n_ '\`+.f r., t ��-•.V',7`>4 ^V���.�.,. rJ.� •�MS' • ^•�i.. �- s,..�� 1F -.1 Y "i•"` _. - ��..RRS�/'�,J `//A"_ ® CONSOU ED FIRE AND R;SCUE WnhkVWn County Fire Diem No.1 City of Sew~Fke Depwttaent Tualatin Fire Distal -00 FIRE MARSHALS OFFICE (503) 526-2469 POSTED OCCUPANT /17/�f�'�/ u�/7�l) wille, y C�Oel CONTRACTOR tJ. I�[��L�- e _BLDG. PERMIT 0 7/ PROJECT NAME PLAN REVIEW It LOCATION JURISDICTION: 1= Be. 2= Du, 3= R.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkles System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System LJ Hood' Extug Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other Date: ,�. L, Inspector: ',� �_- fl INSPECTION NOTICE City of Tigarc -.!'ding Department P.O. Box 23397 Tigard, Oregon 97223 / Phone: 639-4175 Type of Inspection Date Requested /U- ✓Z- 8 g _-- Time A.M. _—P.M. Address Permit #_ Z Owner Lot Builder The following Building Code deficiencies are required to be corrected — ;41 -------- ----— - -� < < r, -- -- It J46Lt-1-11L.I 61 L 3y37L It 17 Z — Presented to — �Approved Inspector ❑ Diss I // pproved Date CALL FOR REINSPECTION ' C ) YES 1:1 NO i INSPECTION NOTICE City of Tigard B jilding Department P.O. Bo,, 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time X A.M. P.M. Address Permit C- Owner Lot Builder The following Building Code deficiencies are required to be corrected: kilo IL Presented to Approved Inspector Disapproved Datfi CALL FOR REINSPEC770N 17 YES O FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL. 32235 INSPECTION NOTICE y OWNER _ / DATE ." OCCUPANT OCCUPANCY_ LOCATION �_2- ) �_ —_- � ;,, ' YOUR AT TFNTION IS CALLED TO THE F 7LLOWING FIRE IAFETY OEF`CIENCIES? ILL t.•-�e' iI F411(IRE f0 CORRECTe THE ABOVE CONDITIONS WI tt.IN RESULT FR R OAv5 W'LL MANE YOU OM SUCH CONLIABLE TO CROSECVTI CONDITIONS YOU MAY BE LIABLE F O"! St'CULD � AE tl DAMAGES TO PER ORS 470 IOD SONS OR PROPE,h UNCER PROVISIONS OF BY f 1 r WASHINGTON COUNTY FIRE DISTRICT#1 -� FIRE MARSHAL 20585 S W. BLANTON STREET ALOHA,OREGON 97006 649.6577 PRESENTED TO FORM 900 • 40 i� F► ''REVENTION BUREAU OFA ICE OF FIRE MARSHAL 32234 INSPECTION NOTICE OWNER ---DATE OCCUPANT yY � ��' '''�� ' OCCUPANCY_ LOCATION 2- ? i L'I'V J YOUR ATTENTION 13 CALLED TO THE FOLLOWING FIRE SAFETY DEFICIENCIES: It-40 v - 1 °-yl�;-,.t l�--jvi !1.1.��,���µ �/�-7�, i; 'l•;(FMI. j� r If --_FAILURE TO CORRECT THE ABOVE CONOIYIONS WILL MAKE YOU L'APLE TO rROSECUTION SNOULC ►ARE RE?ULT FROM SUCH CONDITIONS YOU MAY BE LiARI_E rOR Dr,MAGF! TO PERSONS GFI PROPERTY UNDER PROVISIONS OF ORS ATO loo WASHINGTON COUNTY SIRE DISTRICT 01 ` FIRi MARSHAL 20665 S.W. BLANTON STREET ALOHA,OREGON 97006 840.8577 PREsmritp TO FORM 000 - ♦O DO NOT WRITE IN THIS SPACE ' APPLICATIO14 FOR A PERMIT TO. [J INSTALL tj REPAIR; Permit# RU",9_2(.)11 `., Welded__ Non-Welded pd l (.� Fee _ BUILDING CODES AGENCY (4703-831304) NEIL OOLDSCHM10T Boiler 8i Pressure Vessel Section Date pd. W)VERNON 1535 Edgewater NW _ Salem, Oregon 97310 Accepted: N I Date: :. "- (503)378-3290 Rejected: Date: SUBMIT FOUR (4) COPIES OF THIS APPLICATION ALONG WITH $10.40 FEE TO THE OFFICE OF THE CHIEF INSPECTOR OF THE BOILER SECTION. By: ENSURE THAT THE APPLICANT'S COPY IS THE TOP COPY. (See reverse side for OAS 480.630, licensing and certification of persons installing, COMPLETE ALL INFO,R- altering,or repairing boilers Lir pressure vessels;examination;fee,etc.). MATION AND ATTACH A COPY OF THE MFG DATA LICENSED REPORT FOil TI I[BOILER APPLICANT'S OR VESSEL BEING NAME/ADDRESS_ t " tom— INSTALLED OR REPAIRED BUSINESS LICENSE # __- - _ BUSINESS PHONE: Name and Oregon Certification Number of Steamfitter/Pipefitter, Boilermaker or Building Service Mechanic that is performing work: Name:_—__ Cert. # NOTE:11 Is the applicant'� esponslbllity to notify the authorized Inspector prior to commencing any work. (Applicant's Signatu,e) (Date) (Owner/User Name) +� ('elephone No.) (Address.Vressel Location,City,State,Zip) �V Type of Boiler/Pressure Vessel to be Installed/Repaired:_ i ;� 'Ir'I:.G• . . (Manufacturer) ^ (Nat'l.Bd.No.) (Oregon t o.) (Serial No.) (Authorized Inspector-Deputy/Specep Inspector Signature Employed by (please print or type) i , :-upply and r-�turr Ilnerl to ti . 1t!siLiry Kotler into :!:,.i 9t in,; cyst ,). . . DESCRIBE- NATURE OF Repair: (Attach additional sheets as required) NOTE: ALL.REPAIRS WILL BE DONE ACCORDING TO THE LATEST ADDITION OF APPLICABLE ASME CODE AND ADDENDA SCA 4703-124 (6/88) Office Copy P,WuW Cv STATE P{IIMM%10 i li • �MI 14 far � CERTIFICATE OF OCC CITY OF TIC�ARD OREGON 1 Owner: MARY y, WOODWARD SCHOOL-TIGARp Address: 12325 S.W. KATHERINE Tl rnnitNo•_ 1125 Building Address: 12325 TIGARD OR 97223 _ Occupancy: A&E SW KATHERINE -----___ Land ' Comments: R11RY cx cUtUse Zone:_ Bldg. . Nr�V Gt�R 10 FOD I FICATE GOOD 8-17- -- C�SSROCXyS ONLY } 88 9-17-88 Certificate !s hereby given this 17th that said buildingday of 11UC1JST ( ; may be occupied and � ----, 19 88 requirements of at it eOm Elie the Building g Code for the City oi-Tigard, as approved all y the Tigard City Council. s PProved 'lf �r rime Dept. •. �� ilding Ind ---_ 't Building official 1 1` J' �) Poet.C;ertiflcate in Conspicuous Place maau eve, _ (� ._ +LSy'iF .¢i�1�,'•b"•!b q : INSPECTION NOTICE City of Tigard Building Department P.O. Dox 23397 Tigard, Oregon 9722.3 Phono: 6394175 Type of Inspoction Date Requested �,—i�-_ S _. lime--_-, sZ A.M. P.M. Permit Owner Lot #_ builder The following Building Code deficiencies are required tc be corrected: 51) l,! r Lice.✓ .�i"- --C�. t�4.r' _ — ---- F za' Presented to -- -- _ --- Approved Inspector -- [ Disapproved Date CALL FOR REINSPECTION 0 YES NO FIRE PREVENTION BUREAU OFFICE OF' FIRE MARSHAL 37935 INSPECTION NOTICE OWNER DATE OCC U PANT LOCATION Ar OCCUPANCY------ YOUI ATTENTION 19 CALLED TO THE FOLLOWING FIRE sArETV OFFICItINICIIES, rte u 1Jea 1-' 4 /•-eef) 0 FAILURE TO CORRECT T.'r AROVE CONDITIONS IN,T.IIN DAYS WILL MAKE you LIA14LE to rnog RESULT ornom suc�f CONn�TIONS YOU MAY EC+jTjO,,, !NO ILO ai ORI 479 Igo RE LIASLE rOR DAMAGITS To rFn3o'S -�A C PO4OVIS-ONI OF By WASHINGTON COUNTY FIRE DISTRICT#1 FIR,WARSHAL 20065 S.W. BLANTON STREET ALOHA,OREGON 97006 649.8677 PRESENTED TO FORM too - 40 FIRE PREVENTION BUREAU IOFFICE OF FIRE MARSHAL 37850 �1 , INSPECTION NOTICE DATE OWNER--.---- �^ ' �0!aDct/MiT,, f(..hn..t�G OCCUPANCY.__.__ OrCUPANT_ �!_T— LOCATION YOUR ATTFNTION IS GALLED TO THE FOLLOWING FIRE SAFETY DEFICIENCIF.SI / r YOU LIAOLE�'40 pROIECUT/10(d I�+OULC FAILURE TO CORRF_CT TNF. AR')VF CONDITIONS WITHIN 7A"l h'll-L MAM.E E RSQN! PROVISIONS OF RESULT FROM SUCH CONOIT'ONS YOU MAt PC LIABLE FOR DAMAGES TO PO�'EpTv UNIFEa ORS 479 190 BY WASHINGTON COUNTY FIRE DISTRICT#; FIRE MARSHAL I 20665 S.W. BLANTON STREET PRESENTCD TO — AI.OHA,OREGON 97006 649.8577 FORM 900 • AO SELIG / LEE / RUEDA Architects 17114 PhI1111c rs 213 su,Ash Street, 1'w land, Oregon 97204 Telephone:(503)224-11173 7 July 1988 Mr. Brad Roast Building Official Tigard City Hall / J Post Office Box 23397 Tigard, Oregon 97223 RE: WOODWARD ELEMENTARY SCHOOL Dear Brad: This letter is to ccnfirm our telephone conversation of 5 July 1988 regarding the type of construction to the "Arcade" at Mary Woodward School. The following points were discussed: I. Item 4 of the minutes for the Preliminary Plan Review Conference held 1.2 August 1987 indicates that the "Arcade" will be of Type 5-1hr.. construction. 2. Arcade was not designed as Type 5-1hr. as was pointed out by George Steel, Building Inspector. 3. Since the "Arcade" is fully sprinkled a fire resistive substitution as provided under Section 5'J8 of the Code was requested and granLed. If/ee a any questions please call. Thank you for your cooperation. Si XaRneda ccBirchill — Deputy Fire Mershal ca Consmwd=Gssperdan n Be1.ted Tbm Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 214 REPORT OF TEST SPECIMENS regard,O"on vrMPhone(tso9)U4-34M Darr Molded: 19-16 , 19 88 Job No. CP-3665 Permit * Client: _— Robinson Construction Co Project: Mary Woodward Flementary School Addition lkddress: — _12325 S.W. Katherine Contractor: Robinson Construction Co. Sub Contractor: Concrete Supplier: Russ Island Truck No. 38 Ticket No. V-581335 Cao By: S. LeachTest Time: 1 :45 Load No._ 1 Sunny 85 65 Weather: Temp. High: Temp. low --- Walls. Location of Placement: 6 Cu. Yds. Concrete Temp: Strength Requirement: 3000 PSI®— ?8 days Slump 3" Cement Type Mix No./No. Sacl•s_Mix* 30108 Air Content Max. Aggregate 3/4" Admix. Amount: Brand: Admix, Amount: Brand: Set Test a Register Date Date Unit Total Area Unit Report _ No. Days Number_ Recd Test Wt Load PSI No. 7 0341 6-17 6 -23 45,068 28.27 1590 * 47 28 0347 6-17 7 -14 86,418 18.27 3060 48 M 28 0341 6-17 7 -14 90,464 28.27 3200 48 28 HOLD 0347 6-17 7 -14 88,435 28.27 3130 48 cc: City of Tigard Remarks: --- --• — Resseger & Gotchall * C'ylinder may be dcTnaged - (Knocked over on job sites) Consa Ucdon/nsperdan @ Related Tats Carlson Testing, Inc. 6 x 17 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 --`- -- Phone(503)684-3460 6 -16 Date Molded: 19 HH Job No.. (:P-:1(41' PoI "II t a Client: Robinson Construction Co. Project. Mary Woodward C lementary Schou I Add I t inn Address. . 12325 S.W. Katherine l.ulltnsun Const.ruCtion Co. Contractor: _ Sub Contractor: Concrete Supplier: _ Ross Island IR V-581335 PP : _ Truck No. _ - Ticket No. Cost By: ' I oath _ Test Time: 1 4") Load No. 1 Stlnny Weather; Temp. High: _ Temp. Low: Location of Placement: -- Cu. Yds. __-- Concrete Temp: — Strength Requirement: 3000 PSI (it_I)H da sSlum C Y P A— _ Cement Type Mix No./No. Socks Mix* 301011 -- Air Content_ Max. Aggregate Admix. Amount: _ Brand. Admix. Amount: Brand: Set Test fa Register Date Date Unit Total Arev Unit Rel port No. Days Number --�' --R a-ec'd�-Test Wt. Load -- PSI + No. — 1 0341 6-1 I f, 45,068 28.27 1590 * 47 -- _--�— —� 034 1 6-1 1 1 - 1.1 I ?H.21 i 28 0341 6-17 7 14 I 2A.21 28 I101_D 0347 Ei-11 7 -14 _ - — 28.21 I CC: City of 1iga; rl Remarks: —_ 46i 1 i 4.aa 44_4Wa _ Resseger K Gotchall * C )inder may darns ` -.- Y Y be �j - {I(na�ked over on job site) Construction Inspection R Related hats Carlson Testing, Inc. P.O.Box 23814 f) x 1 7 C o n r r( t P Tigard,Oregon 97223 REPORT OF TEST___ SPECIMENS Phone(503)68I 3480 b -26 88CI'-AA)') Date Molded: 19 )a,) No. — Ilob j ns0n Constt•uct i on CO3 --- Client: Mar y Wooriw,11 d I I emn.ntary Schoo I Add i t.i on -- Project: �- Address: 17375 S.W. Cantfartar: _ I1oh i nson Construct i on Co. Sub Contractor l2(y,+, Is land Truck No. _ Ticket No. A-1 /?A')1-- Concrete Supplier: __- ----- 13. 0'Connor Test Time: load No. .1 _ Cost By: -- -- r — f,r, _;0 Temp g Hi h: Temp. low: Weather. -- - Slab frm . 1 l;ym to Music Room. Location of Placement: ` Cu. Yds. ____.___—.-Concrete Temp: —` 3000 PSI }; daysSlump Cement Type -_ Strength Requirement: . _�s Mix# 301013 -_-_-_—_..- Max. Aggregate-----�/n" Mix No./No. Socks _-- Air Content --- Admix. Amount: Brand: -- Admix. Amount: Brand: �� ----- _ --�--- ---- -T" Register Date —I r)ate Unit Total I Area PSI Report Set rest g PSI No. rest Days _Number Recd Test Wt. load — _ — I fi -- 7 70,459 - H.7 ! •_� 2490 43 _- 74,'71n2-�-�-0 43 I — 0161 � L7 6 - 1 7fl 0161 5-1 1 6 -Z3 124,580 8.l 1 4410 46 78 0161 5-21 6 -7.3 122,691 . 9.21 4340 46 cc : City of 1 igar d Remarks: �t-I Resseger K Gotchall _ Constnic ion Inspertion&Related Teats Carlson Testing, Inc. ti x 17 Concrete P.O.Box 23ef4 REPORT OF TEST SPECIMENS Tlgard.,Oregon 97223 _— -- Phone(503)664-3460 Date Molded: _._ -2b 19 Mt3 _ Job No. Client: -----Rot Irl"on Cow;t.rt;c1.ioil Co. Project: Mary Woodward t 1 r-?ment.ary School Add i t.i on Address: 12.325 S.W. Ka t.her i ne Contractor: Rohinson Consl.ruut.ion Co. Sub Contractor: ___. Doss I s l and A- l 1"24431 Concrete Supplier; Truck No. __ Tick,t No. 1 Cast By: li. O'Connor Test Time: _ Load No. -_- I 50 Weather: Temp. High: Temp. Low: — Slab from Ext. Gym I.o Music Room. Location of Placement: ------ - Cu. Yds. Concrete Temp: Strength Requirement: 3000 PSI ® 28doysSlump A _. -�Cement Type Mix# :101013 .3/411 Mix No./No Sacks Air Co�ifenf_ -_ Max. Aggregate Admix. Amount: _ Brand: Admix. Amount: _ Brand: - Set Test(a Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No 0161 70,459 M.2 1 - 2490 4_ I 0161 5-21 6 - 2 74,740 8.<'7 2640 43 A3 016/ 5-21- 6 -23 28 0161 5-27 6 -23 E3.l7 cc: JCity of Tigard Rema"As: _ - _ Resseger & Gotchall INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection11�—' L J Date Requested.--------5'!) Time ----_ A.IV. P.M. Address � Ow " �' Permit ner. I "- G T �T I Builder �0 Lot # i The following Building Code deficiOncies are required to b d.` 01 /a f -7:�a -� — ---- '- c--- ---------------------- -- ----- _ ---- _ Presented to ��`_ —- - - ------` - ----- Inspector `—"--- 7,'­A-Pproved Date �'Lf` ---- --- PP►oved CALL FOR R""'NS'PECTION C� YES ❑ NO Gxuwction Gstperdon R Aclated 71:vft Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)U4-3480 5 -16 88 CP-3665 Permit. Date Molded: — ' 19 Job No. Client: Robinson Construction Co. Project: — Mary Woodward Elementary School Addition — -- — Address: 12325 S.W. Katherine Contractor: Robinson Construction Co, Sub Contractor: Concrete Supplier: Ross Island _ Truck No. J2 Ticket No. Al 7181 l M, Tabert" Test Time: 2'� load No. Cast By: Showers 60 40 Weather: Temp. High: _ Temp. low: _ Arcade foundat.i(in walls . Location of Placement: ---- R Cu. Yds. Concrete Temp: Strength Requirement: 3000 _ PSI ® 28 days Slump 4 1/4 __Cement Type �_- Mix# 301013 3/4„ Mix No./No. Socks —._ Air Content—__ Max. Aggregct,3_ Admix. Amount: Brand: Admix. Amount: Brand: Set Test a Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt, load Area PSI -No. 1 0064 11 11 -23 33,044 28.27 1170 42 28 0064 `,-11 6 --13 88,910 28."2. 1 31.50 45 28 0064 5-11 6 -13 92,160 28.21 3260 45 28 Fold 0064 5-11 6 __13 —� 87,350 28,27 3090 45 cc: City of Tigard Remarks: _ Resseger & Gotchall Construction Inspection 1F/t�Lrred Tests Carlson Testing, Inc. Fi x 1? Concrete P.O Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregcn97223 Phone(503)884-3480 Date Molded: �� -lE� HH CP-3Ni'., Permit, a _, 19 Job No. Client: Iloh i nron Cons t.rUr_I. 1 Ott Cu. Project: Miry Wonrtw,vd I lenient lr,y School Arlrlit ion --� Address: .W. Kal.herine -------- Contractor: (_ obin'nn Cnn,trnrt inn Co. �— Sub Contractor: Concrete Supplier: L'rr ' ' 1 land A 1- 1 1 IS'i I _ ----- _ Truck No. Ticket No. Cott By. `I' I�thrrt )00 — Test Time: Load No. 1 Weather: Temp. Nigh: — Temp. Low: At c,trlri f nunu,r I inn wit Location of Placement; -" —Cu. Yds. _ _Concrete Temp: Strength Requirement: 3000 - PSI ®.—` doysSlump_ _ Cement Type Mix No./No. Socks 3010H fin„ Air Content Max. Agpregate �— Admix. Amount: Brand: _ Admix. Amount:.. Brand: -- _ — Set Test(a Register Date Date Unit Total M —T----'�--- — No. Days Number Recd Test Wt. Load Area Unit I Report — _ PSI No. 33,044 18.l_7 I 1170 12 00611 28 1 I I if 0064 6 -13 7.H.27 r,c: City of hoard — Remarks: kesseger & Gotcha I l - --- INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phonp- 639-4175 Type of Inspection Date Requested Time A.M.--P.M. Address 2 Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: Presented to F1 Approved Inspector �<Disapproved Date CALL FOR REINSPECTION ?T-YIES UJ NO INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time. A.M. P.M. Address Permit *--2-ZL;-2—'�.1 Owner Lot Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Insp9ctor Disapproved Date CALL FOR REINSPECTION F1 YES 0 plo " R- Conrtruedon Inapeedon&Rdatad Tcad Carlson Testing, Inc. P.O.Box 211 -ngsrd,Oregon 97223 6 x 12 Concrete TEST SPECIMENS Phone(503)664•3460 REPORT OF fl8 CP-3665 Permit - Dote Molded: 5 -1'-, 19 Job No. Client: — Robinson COnstr'Uction Co. --- Mary Woodward l l ementar Schoo 1 Addition --- Project: Address: Robinson Co lstr t '^^ Oo Sub Contractor: Contractor: A1-114f3�. • ,,1 and Truck No. __�- Ticket No. Concrete Supplier: �4.3�--�' -- 1 Test Time: load No. - Cast By: onnor -_._--_..- — _s�3 fib High: Temp. low: Sunny Temp. 9 Weather: Footings between yym & existing building. _ Location of Placement: Concrete Temp: -- —Cu. Yds. -- __--•— Strength Requirement: 30011 PSI ®_ 28 daysSlump._3 Cement Type - Mix No.I No. Sacks M i x+v 301011 Air Content Max. Aggregate-__3/A'- Brand: Brand: Admix. Amount: Admix. Amount: Total Unit Report Date Date Unit Area PSI No. Set Test® Register umsber Recd Test Wt. Load No. Days 28.2. 1 3100 41 0030 5-12 5 -1 87,684 1 1 -- - 134,630 28.21 4760 44 28 0030 5-1i 6 132,869 28.'21 4700 44 78 0030 5-12 6 - - 135,9"18 28.27 4810 44 8 1-101 0030 5-12 6 - 8 _ Remarks: cc: City of Tigard e ee -- a Resseger & Gotchall ___ Cvnatnwdon Inspaedon&Related a"ua Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete TEST SPECIMENS Tlgerd,O1 9n23 REPORT OF Phone f503l6-3M Ibh Molded: 5 -11 , 19 88 Job No. CP-3665 Permit k — Clienf: Robinson Construction CO. - Project: Mary Woodward Elementary School Addition Address:_ 173Zo S,W Kather i ne Contractor: Robinson Construction Co. Sub Contractor. Concrete Supplier: Ross :G I d^'! _ Truck No._ — Ticket No. A 1-7148fz Gast By: H 0'Connor Test Time,._— Load No. 1 86 53 Sunny Temp. High: Temp. Low: _ Weather: Footings between gym & existing building. Location of Placement: —_ 8 Cu. Yds. u_Co� rete Temp: — 3000 PSI ® 28 days Slump_ 3" ._Cement Type — Strength Requirement: Mix No./No. Sacks M i xN 3010f3 Air Content Max. Aggregate 3/4" Admix. Amount: ._ Brand: Admix. Amount:_ _ Brand: _ Unit Report Set Test® Register vote Date Unit Tons Area PSI No. No. Days Number Recd Test Wt• 87,681 28.21 3100 41 1 1 0030 5-12 5 -1 !8 0030 5-12 6 - 28.27 28 0030 5 12 6 - _ 2.8.2 7 -- Hold 0030 5-12 _ 28.27 Remarks: _ CC: City of Tigard e .ee uec a Resseger & Gotchall -- .r .� +s vi •w •. UW Ak 1'Vashington County Fire District No. 1 City of Beaverton Fire Department 9!eJTualatin Rural Fire Protection District Vff In April 22, 1988 Xavier Rueds Sea League Architect,, and Planners 213 S. W. Asii Portland, Oregon 97204 RE: Mary Woodward School Alarm Systems Tigard, Oregon Dear X, Plans submitted by Doug Shaw of Interface Engineering, Inc. for the above captioned project are approved as designed. [ would recommend that rate of rise heat detection by used in mechanical rooms to help reduce false alarms. I would also recommend i.hat smoke detectors be installed in each room as specified in National Fire Protection Association Standard 72e, to provide more thorough coverage. If I can be any further assistance, please do not hesitate to call me at 649-8577. Sincerely, WASHINGTON COUNTY FIRE DISTRIICT NO. 1 Gene Birchill Building Official/Plans Examiner kdd cc: Doug Shaw, Interface Engineering, Inc. Inspector Ray k City of Beevertoc,, r FIRE PREVENTION DIVISION ' - 1246 NOTICE OF INSPECTION Name_ J ` Date —19 I t -- — — Location --_-- —_Occupancy — — — The following fire and life safety deficiencies shall be corrected without delay. Should fire or injury result from these deficiencies, you may be held liable. I r' t f -- { I L REINSPECTION will be conducted on or abaur _ 19 to check for compliance. BEAVERTON FIRE DEPARr1X::T Inspected by 4755 SW Griffith Drive — --— P.O. Box 4755 Beaverton, OR 97076 Received by (503)526-2468 _ Cotsstrucdon/nspecn on& Related 7'rsts Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)U4.3460 April 11 , 1988 *CP-3665 I-ILI D INSPECTION REPORT DAII S ("OVERED: Apri 1 11 . 19148 PROJECT: Mary Woodward Llement.ary School Addition ADDRI-SS: 12325 S.W. Katherine INSPECTOR: S. Petersen 4-11-88: C11 representative was at job site for completion of tectum deck installation. Robinson has tectum 100% complel.e. Gluing and nailing were done according to specifications and joints were tight. Respectfully submitted, CAR.LSON TCSIM, INC/ Douglas W.JLeach President SP: IIo cc: Robinson Construction Co. City of Tigard Se 1 i g/I_ee/Rueda Resseger/Gotchall Tigard School District 023J •ae as x: w w .� Conatrvet/on In"'don&Related Tuts C.arlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT Of - TEST SPECIMENS Trgard,Oregon 97223 Phone(503)684-3460 Dote Molded: 4 -7 , 14 88 lob No. CP-3665 Permit w Client: Robinson Construction Co. Project- Mary Woodward klnmentary School Addition Address: 12'31' S.W. Kal.htrrine Contractor: RObiwion Construction Co. Sub Contractor: _. Concrete Supplier. _ [gone Star Industries, tnC, Truck No. 1.31 —_ Ticket No. 65919 Cost By: J. H i yy i ns Test Time: :00 locd No 1 I air --55 35 Weather: __— — _._ Temp. High. — Temp. low: 16 each csnolly columns. Location of Placement: 9 o I 9 — __ Cu. Yds. --Concrete Temp: Strength Requ:.•ement: _ V3010 —_ Psi ®. ��_-days Slump_ 3 Cement Type Mix No./No. Socks—2 i x I�!' _ Air Content _ Max. Aggregate. 314 ' Admix. Amount: Brand: Admix. Amount: Brand: Set Test ®—T—V Register Date 'Date Unit Total — Unit Report No. Days Number RecArea d Test Wt. loud _ PSI No. 1 I �I9 4-8 4 -14 85,231 28.l] 3010 39 7f3 19E,I9 4-8 !, - -r; — 104, 108 28 ?1 3680 40 ?8 9619 `�� 5 - 5 10/, 140 Z8..?1 I 3790 40 2f; ��fil9 4-fT 5 5� 101 ,490 28.21 3590 40 City nl 11(lard Remarks: _�• Resseger R Gotchall _ am x. Construction Inspection t Related Testa Carlson Testing, Inc. 6 x 17 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 -- Phone(503)684-346o Date Molded: 4 -7 —, 19 98 Job No. CP-3665 Permit --� Client: Robinson Construction Co. Project: Mary Woodward Elementary School Addition Address: —_123Z5 S.W. Katherine Contractor: Robinson Cone eruct i on Co. _— Sub Contractor: Concrete Supplier: Ione S!.ar lndttstries, Inc_ Truck No. 232 Ticket No. __65919 Cast By: . J. Higgins T-tst Time:L.- )0 load No.. I 1 a i. 55 35 Weather; _ Temp. High: Temp. Low: 16 each canopy columns. Location of Placement: 9 of 9 ',I Cu. Ydi. . Concrete Temp: _ Strength Requirement: 3000 PSI ( 28 days Slump 3 Cement Type Mix No./No. Sacks 14'x 1i!) Air Content_ Max. Aggregate 314 Admix. Amount! _ Brand: Admix. Amount: Brand: Set Test® kegister Date Date Unit Total Area Unit Report —No. Days Number Recd Test Wt. Load _ PSI No. 1 I %19 4--8 4 -14 85,.231 28.21 3010 39 ?8 951y 4-i3 �- ,, - 5 28 9679 4-8 5 - S 28.21 Hold 9619 4-8 i Remarks: City of Tigard �p-}�{-T�t'►�`�tfMfts-_— _�— -_ _ �__ Resseger R Gotcha I I Carlson Testing, Inc. r'f: f City of eeav*rton (i FIRE PREVENTION DIVISION Name — /J' NOTICE OF INSPECTION . 1 2 4 0 Location----- DatA J 19-~4 The following fire and lilt safety deficiencies shall' b_o Acte dela {r __Occupar�y deficiencies, you may be hald liable. — ---____•_ Y• Should fire or injury result from these ii I I RFIN5P .CTION will be conducted on or about BEAVER-ON FIRE DEP _ 19 to hack forcornplianr ARTMEN'r e. 4755 SIN Griffith Drive Inspected b Y wig•^17 s, P.O. Boa: 4755 Beaverton, O R 9707E (503)526.2468 Received by_� C.Pnstnr:tion/ns1xviiun& Retried 7i-ers Carlson Testing, Inc. P.O Bow 23814 Tigard,Oregon 47223 Phone(503)684-3460 April 1 . 1988 aCP-3665 HELD INSPECTION RENORi DATES COVI Rt D: March 30 K 31 , 1988 PROJECT : Mary Woodward Flementary School Addition ADDRESS: 17375 S.W. Kathr.rine INSPECTOR: S. Peterson -30-88: CTI representative was on joh site to inspect tectum decking 'Installation. Robinson Construction started laying decking down. Joints were good and tight, and gluing and nailing were done to soecifications . 3-31-fill: CTI representative was on job site to inspect continuing tectum roofing inst.allat.ion, Robinson has placed 80% of the decking. Decking went. do-,a,i well . Representative had Robinson add some nailing in metal strips that diri not have enough according to specifications. Gluing was according to sprar;,i f i ca L i ons. Respectfully suhmitt.od. CARLSON TESTING, INC. Douglas W`I-each President SP: IIo cc: Robinson Construction Co. City of Tigard Se 1 i g/I fw/Rurrfa Resseger/Gotchall Tigard School District. x73J Carlson Testing, ons�don/nsperdon&Relarrd Tests g, Inc.J�nc. R.O.Bos 23814 Tigard,Oregon 97223 Phone(503)U4-3180 March 11 , 1988 #01-3665 !-IELD INSPECTION REPORT DATES COVER1 D: March 10 K 1 t . 1988 PROJECI : Mary Woodward Elementary School Addition ADDRESS: 12325 S.W. Katherine INSPECTOR: S. Peterson 3-10-88: CTI representative visited job site to inspect. tectum roofing installation. Nailing was being done according to specifications. CTI inspector had Robinson crew fill in gaps along parapet. walls. 3-11-88: CTI represt:r!.ative visited job site to inspect tectum roofing installation. The gap- have been filled in and work is according to specifications. Robinson superintendent will contact CTI when they it.art the roofing on the gymnasium. Respectfully suhmitLed, CARLSON TE$11NG. INC( % Douglas �r Leach Prenident. SP: IIo cc: Robinson Construction Co. City of Tigard Selig/1_ee/Rueda Resseger/Gotchall Tigard School District ,v233 Construction Inspection R Related Tests Carlson Testing, Inc. fi x 12 Concrete P.O.Box 23614 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)664.3460 Date Molded: 3 -8 , 19 88 Job No. C!'-3fifi5 !'arm i t # Client: Robinson Construction Co. Project: Mary Woodward L lementary School Addition Address: _ 12325 S.W. Kat.herine Contractor; Rnh i n"on Construction Co. _ Sub Contractor: Concrete Supplier: Lone Star Industries, Inc. Truck No._ 310 Ticket No. 18`106-12 Cosi By: II Payson Test Time: Load No. I 0�prcast •,0 35 Weather: Temp. High: Temp. low: Pour strip for gymnasium. Location of Placement: _ I--1 I Cu. Yds._ Concrete Temp: Strength Requireme it: 3000 PSI ® 2.8 days Slump__� I/1 —Cement Type 1-11 Mix No./No. Socks- Mix #125 _ Air Content Max. Aggregate 3/4" Admix. Amount: Brand: . Admix. Amount: Brand: Set Test® Register Date Date Unit Total Unit Rep(I No. Days Number Recd Test I Wt. load Area PSI No. I ! 9424 3-9 3 -15 68,244 28.27 2410 36 28 9424 3-9 A 5 114,100 28.21 4Q40 38 28 '.)424 3-9 4 - 5 115,907 28.27 4100 38 — 28 924 3-9 4 - 5 1.12,797 28.21 3991 38 Rernorks: cc: City of Tigard —�� Y_`ri'R, — Resseger 9 Gotchall Construction lnsrwerion R Related Tests Carlson Testing, Inc. -------------------- P.O.Box 236/4 Tlgerd,Oregon 97223 ti x 12 Concrel.c� TEST SPECIMENS Phone(503)684-3460 REPORT OF - --"` CIAA)') Perm mi t a --- - Daro Molded: i -R 19 hti Job No. __----- Client: I�oh c neon Construct ion CO. ---- Msc y Woodward L I ement.ary Schoo 1 Add i t.i Orr _ ---- --— Project: — Address: 1732`) S.W. Kaf.herine ---- knhineon Construction C.O. — SubContractor: —` Contractor: 12 316 Concrete Supplier. Lone Star Industries, Inc . Truck No. 3 IG Ticket No. 1 Test Time: _ Load No. f'ayson — — Cast By: 11 - r — 35 !iU Ov��rr ast Temp. High: — Temp. low: ._ -- Weather: — Pour strip for yyMilasiUm. — Location of Placement. Cu. Yds. _Concretm Temp: 3000 _— PSI P 1 H _daysSlump 1 112 _— ement Type Strength Requirement: _ i24„ Mix No./No. Sacks Mix k 1211) Air Content __----- Max. Aggregate ---- Admix. Amount: _. Brand: Admix. Amount: _. Brand: ---- _ Toto;; �tfnit Report Set Test® Register Date Date nit Load �TArea i PSI No. Number Re,e'd Test —�_`—_ No. Das 2R.2 1 2410 36 I 1 9424 3-9 _1 -1S 68,244 "18.21 28 CM 4 3-9 4 -- - 28 9424 3-9 4 — -- 2R.l7 Hold 9424 3_9 -- 1111 - ---t-----_ cc: City of Tigard Remarks: --` ResSeraer K Votchai I CA Wuwdon Inspection&Related Tests Carlson Testing, Inc. P.O.Bow 29/14 Tigard,Oregon 97229 Phone 1W7)U4•3460 March 4, 1988 #CCP-3665 FIELD INSPECTION REPORT DATES COVERED: March 3, 1988 PROJECT: Mary Woodward Elementary School Addition ADDRESS: 12325 S.W. Katherine INSPECTOR: D. leach 3-3-88: As requested, a site inspection was made to inspect concrete panel #1 which was cast on a frozen surface. This cast surface is moderately scaling which may involve a loss of up to 1/8" to 3/8" of the surface. The overall , panel appears to be structurally sound# but repairs to the cast surface will have to be made. The repaired surface will only be as strong as the base surface to which 't is bonded; therefore, all weak or unsound (scaling) concrete must be removed prior to resurfacing. Respectfully submitted, CARLSON TESTING, INC � [T�uglas _ t'Ceach President DL: Ilo CC: Robinson Construction Co. City of Tigard Selig/Lee/Rueda Resseger/Gotchall k SEUG / LEE / RUEDA Architects and Planners 2.13 ;,u,,;tilt Street. p,n-t(,j,id, Ort-1,*ar 97204 Tch-phnrre;(503)224-017.1) 1 March 1989 MEMO To: Gene Birchill, Deputy Fire Marshall By: Xavier Rueda RE: BRIDGEPORT AND WOODWARD ELEMENTARY SCHOOL Request was made this day for a waiver on the maximum horizontal dimension permitted for the installation of firestopping in the 10 Classroom Pod between the roof structure and the suspended ceiling. The following conditions exist: A. Area of 10 Classroom Pod is 10,605 sf. B. Firestopping at gridline 22 divides 10 Classroom Pod in two sections of 5,302 sf. C. Length of greatest horizontal run permitted by UBC in sprin'klered building is 100 feet. D. Length of greatest horizontal run in 10 Classroom Pod (grids 0/V) is 105 feet. Gene granted the waiver and firestopping will not be required for the. 105 foot length. cc: Bob Hunt, Deputy Fire Marshal Joanne Osterby, Tualatin Building Official Brad Roast, Tigard Building Official Steve Fowler, Todd Construction Sam Griffin, Robinson Construction (:onstnoction Inspection R Related Tasty Carlson Testing, Inc. fi x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS 71gerd,Oregon 97223 Phone(503)884-3480 Date Molded: Z -1 / 19 fis Job No. Cl)-3fifi.`) 1'r�rrn i t a Client i-;obinson Construction Co. Project: Mary Woodward I-lementar,y School /Addition Address: 11.32 S.W. Katherine Contractor: —Robinson Cons t.ruc t i on Co. _ Sub Contractor: Concre•3Supplier. Lone Star Indust, ies, Inc . — Truck No. . 131 _ Ticket No. 71253-1?V- Cast By: —f1• Paywn Test Time: _ _ load No. 1 50 Weather: _ Temp. High: Temp. Lnw: Location of Placement: I-inp W3 pi 1a tors and columns for covered play area. 6.5 at. test. — Cu. Yds. Concrete Temp: Strength Reauirnment: 3000 PSI ® 28 daysSlump 3 314" _Cement Typn I _ Mix No./No. S-.cks M i Xg 1.33 Air Contort Max. Aggregate— 314 Admix. Amount: Brand: Admix. Amount: _ Brand: Set Test® Register Date Date Unit Total AUnit Report No. Days Number RecdArea Test Wt. Load PSI No. _ I 7 92.50 2_-18 2 -24 78,033 28.27 2760 33 2S 9250 2-18 3 -16 95,337 28.21 3370 37 28 91.50 2-18 3 if, 96,400 28.27 3410 37 CC: City of Iiy Remarks: ard Se g ee ue a Resseger & CotchaI IF Constmcdon Inspocdon&Related Tests Carlson Testing, Inc P.O.Box 23814 Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)694-3180 88CP--3fiEi.(� Date Molded: 1 -1 I , 19 Job No. - Client: _ 4tot1 i nr on (,onSt.(-ur t i on Co-___-_-- Project: Mary Woodward I I emerttat y Sr hoo I A(H 1 t.t on --- Address: 17.32b S.W. Katherine I Contractor: . I'.obinson COnst-I'Mt, "nn Cu. Sub Contractor: _ — — Concrete Supplier: l-one Star Indust1'Ies, Inc . TouckNo. . 1.31� Ticket No. 11753-12 Test Time: Load No. 1 - Cast By: II. Payson —. — 50 3") Overcast. Temp. Nigh: Temp. Low: - Weather: — Iine 3" Oilasters and columns for covered play area. _ Location of Placement: Cu. Yds. at. test Concrete Temp: 28 —.da :Slum 3 .3/4" _Cement Type 1 .---- Strength Requirement: 3000 _PSI ® Y p— Max. Aggregate Mix No./No. Sacks Mix # 133 Air Content Admix. Amount:___ Brand: Admix. Amount: Brand: _ - Tota1 Ar7ie�a Unit Report Set Test® Register Date Date Unit loadPSI No. _No. Days Number Recd Test wt. 1 7 92.50 2-18 2 -24 78,033 28.27 2760 33 28.21 28 9250 2-1 3 -16H — 28 9250 2-18 3 -16 lH.l_7 City of 1 igar-ti - - - — - e g -ee u('r a Got 01,11 1 Construction Inspection&Related Tests Carlson Testing, Inc. _ P.O.Box 23914 6 x 12 Concretes 11gerd,Oregon 972V REPORT OF TEST SPECIMENS Phone(503)994-3490 Date Molded: 2 -8 _ 19 H8 Job No. — CP-3665 Perm i t 0 Client: Robinson Construction Co. _ Project: Mary Woodward t Iement.ary School Addition Address: 1235 S.W. Katherine — Contractor:.. Robinson (�onst.ruct.ion Co. Sub Contractor: - Concrete Supplier: Lone Sitar Industries, Inc. _ Truck No. 343 Ticket No. 61%0-17 Cast By: H. Payson Test Time: Load No. I Overcast 45 35 Weather: Temp. High:__ Temp, low: _ Covered play area footings. location of Placement: ' 9 at. test 65 Cu. Ycls.— Concrete Temp: — Strength Requirement: X000 __PSI ®_28 do,'►sSlump 2 1/2" Cement Type I Mix No./No. Sacks Mix #725 Air Content Max. Aggregate_ 3/4" Admix. Amount: Brand: Admix. Amount: __ Brand: Set Test® Register Dotn Date Unit Total Area Unit Report No. Days Number Rec d Test Wt. Load PSI No. I 1 9149 2-9 2 -15 65,496 28.27 2320 29 2.8 9149 2-9 3 - 7 28.27 28 9149 2-9 3 - 1 28.21 Remarks: r___ C: City of Tigard ---- w 1 9 P. Ilea Resseger & Gotchall ME Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural Fire Protection District February 4, 1988 Mr. Mark Nutter Protech Fire Protection 7701 S.W. Nimbus t-inue Beaverton, OR 970.,, Dear Mark, RE: Mary Woodward Elementary Schocl A fire and life safety plan review was conducted on the above- captioaed project for compliance with the 1985 editions of �Ie Uniform Building Code (UBC), Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) as amended by Washington County Fire District No. 1's Ordinance 86-1. The automatic sprinkler plans submitted for the above-captioned 1 property, are approJed subject to the following items. I I 1 . AS discussed, unsprinklered joist spaces located above gypsum board sheathing shall be divided into areas of not greater than' 3000 square feet with standard draft stopping materials as prescribed in Chapter 25 of the Uniform Building Code. 2. Automatic sprinkler system shall be extended to all unsprinklered areas other than the attic and non-combustible canopy. 3. Call this office for witness of hydrostatic test. Please give 24 hours notice prior to anticipation of this test. If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, TUALATIN RURAL FIRE OT CTION DI13TRICT Gene Birchill I Building Official ssw C(,: Tigard Bldg. Dept, Inspector Ray Conatrvction In"-60n&/tdared Tem Carlson Testing, Inc. b x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tlyard.Oregon 97223 Phone(503)884-3480 Date Molded:_ 2 _2 _ 19- 8E' Job No. CP-3665 ('Qrm t t. # Client: __ Robinson Construction Cu. Project: _ Mary Wcaodward L 1 ementary School Addition Address: . 123.5 S.W. Katherine Contractor: Robir'son Construction Co. Sub Contractor: Concrete Supplier: ._ �?j�e tdt'_ �c}ustr ies- Inc Truck No. 318 Ticket No. 46 - 3 Cast By:-- B. 0 Cunnor Test Time: x:4.4 Load No. Wenlher: Co l d _. Temp. !sigh: --- Tomp. Low. Locahcn of Placement: 4 panels in gym. Y)o 65 Cu. Yds. Concrete Temp: StrengNl Reouirement 30C)OPSI ®— >8 days Slump— 3 1/4" Cement Type Mix Na./Nc. Sacks M i x M 133--- Air Ccntent Max. Aggregate- 3/4" Au'-nix. Amount: Brand_ Hot Water Admix. Amount: Brand: Pott 555 _ Set Test® y Register mateUate Unit Total —�- Unit Report No. 1Joys Number Rec'dTTest Wt. ad Area PSI No. 2--3 ! 2-8 -- �28 85,726 28.21 3032 27 %95 2-3 3 1 135,180 28.21 4780 34 --- - 20 l ra095 - 2-3 3 - 1 132,400 28.21 4680 34 —— 28 9(K - 2-3 3 - 1 :30,860 28.21 4630 34 Remorhs: _ cc: City of Tigard Resseget- a4, rotchaII LMRULMIRALMILM Construction Inspe „on&Related Tears Carlson Testing, l iice I P.O.Box 23814 REPORT OF 6 x 12 Concrete TEST SPECIMENS Tigard,Oregon 97223 j _ Phone(503)684-3460 Date Molded: 22 19 88 Job No. C11--3665 Permi t w _- Client: __ Robinson Construction Co. Proje,a: _ Mary Woodward Elementary School Addition __ Address: 12325 S.W. Katherine — Contractor: Robinson Cons Lruc t i on Co._____, Sub Contractor. —_--- — Concrete SL,,plier: . Lope ar Industries. .tnL__ . Truck No. jtQ— Ticket No. — 4(426-13 C-3st By: . _ —_ ._Q nnor _ _ Tast Time: ��_ Load No. _2 Weather: Cold —_ p g Tem High: 50 Temp. low: —. 3 l.xation of Placement: 4 panels in gym.� --- — Cu. Yds. _ 5b(. _— Concrete Temp: 65 Strength Requirement: _ _3000 PSI ®- 28__daysSlump.-_3 1/4" ___-Cement Tyre — Mix No.lNo. Sacks Mix *733 Air Content _ Max. Aggragate 3/4" Admix. Amount: Brund: Hat Water Admix. Am)unt:—_ Brand: ,L(,zz 555 _ Set Test Q Register Date Date Unit Total Areo Unit Repori _No. Days_ Number Recd Test Wt. _ Load PSI No. I 6 9095 2-3 2-8 85,72 28.7' ��'�30"32. 27 28 9095 2-3- 3 - 1 —+r-t 28.27 I — 28 9095 2-3 3 - 1 2.8.27 ---- 28 90% 2-3 3 1. 28.27 Rcmnrk. cc: City of Tigard Resseger & CotchalI + COnst"It-ti In Inspertron&Related Tcsts Carlsjim Testing, Inc. 6 x I/ Concref'v r.0.Box 23814 REPORT OF TEST SPECIMENS Tigard,Or,.gon 97223 Phone(503)684-3460 Date Molded: ] -21 _ 19 BH _ Job No. _l•P-3EiE,`� Permit # Client: Robinson Construction Co. Project: Mary Woodward E 1 ementary School Audition AJdress: 17325 S.W. Katherine Contr,:,.tor: Robinson Cnrwtrur.tion Co. --�— Sub Contractor: Concrete Supplier: —Lone Stdr i ndustr i e-,, Inc. _ Truck No.308 Ticket No. _ 4()10,' Cast By: _ — S. Jordan Test Time: 8:001 loar! No. r.1y 50 A') Weother; -- -- -. —_—_ Temp. HiN` --- Temp. Low: 3., Mu- i; rntin f Intu ; lah- locahon of Placi+m4nt: 40 !i4 -Cu. Yds. _ — oncrets Temp: Strength Requirement: KOO _ — PSI ®—28 _Jay,,Slurnp 3 1�2" Cem ent Type Mix No./No. Sacks— Mix #715 — Air Content_ _ Max. Aggregate_ _— Admit. Amour;! Brand:Hot Water Admix. Amount: 1% _ Brand, Set fest o Register —? Dute Dote Unit Totc' Area Unit Report No. revs Number ___Re 'd_ Test Wt. _ load �•-- PSI No. I 7 9015 1-2 1 -29 64,408 I2b.27 2280 26 28 9015 I 1-23 2 -19 108,720 2.8.21 3850 32 28 9015 1-23 2 -19 110,261 28.21 3.900 3 �s 9015 1-23 2 - 19 109,006 28.27 3860 32 cc : City of Tigard Remarks: Resseyer 8 I-otcha MIKE NRA qw.AL wAkA s "MAIL Cnnstnutiun/napeeYiun!h Related Test.,Carlson Testing, Inc. t` w 17 Fon( vL P.O.Box 23814 REPORT OF _--� - TEST SPECIMENS ng8rd,Oregon 97223 Phone(503)684-3460 Date MOIJed: 1 -27 _ 19 Job No. CP-3665 Perm i 1 Client: Rob t nson ConsLruc:L i on Co. ec1 Mary Wondw trd F 1 ementary Schoo i Add i t.i nn �.Jdress: _ 12325 S.W. Katherine Contractor: Robinson Construction Co. .� Sub Contractor:_A Concrete Supplier, Lone Star I ndu,Lr i es, Inc. _ Truck No.30H Ticket No. 46202 Cost By: `�. _Jordan 8.00 _—__ ----- Test Time: load Na. I !�0 Sunny � Weather: _ _ —� _ Temp. High: Temp. •w: ,— Mun i .. mum I l not s -31). Location of Placement: 40 1-4 Cu. Yds. _,_ Concrete Temp! Strength Requirement: ___3000 PSI ®. 28 days Slump_._ 1�2 Cement Type I Mix No./No. Sacks_ M t x�#W5 Air Content _ 'lax. Aggregate_3/4 — Admix. Amount: Brand:II0L WaLer Admix. Amount: Brand: F'ozz 555 Set Test(a Register Dote Date Unit Total Unit ReportY No. Days — Number Recd _Test Wt, Load Area PSI No I / 9015 1-23 1 -29 64,4013 28.21 2280 26 28 9015 1 -23 2 -19 28.27 l8 9015 1-23 2 -19 29 X27 — Hold 9015 1-23 28.27 Remarks: cc: City of Tigard _ �H fiTT RessegOr K GotchaI1 01111A PWA Wo [A qWX INIFA MIF Mgar Construction Inspection V Related T.-ts Carlson `resting, Inc. P.O.Box 23814 6 X 12 Concrete '11gard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 Date Molded: 1 -2 L. , 19 88 Job No. # Client: Robinson CunsLt-section Co. Project: fUmentar,y Schuni-AddiLion Address: --1/32b thorinp Cant i*octor: W(I i I J n,,n ri C n n,; Ll I r 11 ED— Su b C a n tracto r: Concrete Supplier: I tirip -qf ar I ndu-qJrip- Truck No.3A3----. Ticket No. _A6151 Cast By: ---S--Jf%rdaa Test Time:LL-Ira-- Load No. 1)0 Sunny Terip. High: Temp. Low: Weather: i-ocation of Placement: Gym floor slab. Cu. Yds. 10 Concrete Temp: Strength Requirement: PSI a--ZEL--days Slump 4" Cement Type -I--- Mix No./No. Socks MwY *12ti Air Content----- Max. Agg-egate-1/4" Admix. Amount: ---- Brand:L1aLJda12x— Admix. Amount: -1-1-- Brand:Patz -!a'r, . Set Test 0 Register Dat6 Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load — PSI No. 1 8988 1-22 1 -28 50,170 28.27 1770 25 28 8988 1-22 "1 -18 103,020 28.21 3640 31 28 8988 1-22 7 -18 101,489 28.2-1 3590 31 28 I-Io I d-T 8988 1-22 2-18 104,033 213,21 6680 31 Remarks: cc C i ty._of J.ard ----- Se1 i q,/I ep/Rueda Resse,jer & GotLha I I Construction 111s[wction&ItchwITes" Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEjT SPECIMENS ngaid,Or*gon 37223 Phone(503)684-3464 Date Molded: — 1 -21 19 Job No. CP-366E ('11nit. # Client: -jructjj),n Cv--. Project: ----IlaL�L. W(if)(iw,li-iI Flevintary Schoul-A"Ujun Address: 1232S 1; W- Kai-hprinv Contractor- -Pohi nsun Uwvj rijrt i fin En Sub Contractor: Concrete Supplier; I tiny -';f ar !nfjwi I r j P,-. Ing, Truck No.3AI- Ticket No. _A61-111-1.3-- Cost By: q Inr-dan 'Test Time: Load No. Weathar; ---,1tjnny Temp. High: - 50 Temp. Low: - 35 Location of Placement: Gym floor slab, C::. Yds. 10 Concrete Temp: 55 Strength Requirement: PSI days Slump-A Cement Type Mix No./No. Socks At 121, ontent - May.. Aggregate---tZ Admix. Amount: Brcmd:LfaL--!, tim Admix. Amount:I—_-- Brand:Pn7 z Lil;r, Set Test or Register Date DateUnit Total Unit Report No. Days Number Recd Test wt. Load Area PSI No 1 1 8988 1-22 1 50,170 18.27 1770 25 28 81?98 1-22 2 -18 2b-2 I 28 8988 1 2 -18 28.2.7 Noll 8988 1-22 28.21 Remorks: Cc: C i ty o f I i and Se I i q/1 ('('/RIjeda Resseger 8 GoLchall .w Ctmfi rucrion Insf"-rion&Retard-41 7ctr% Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phonu(503)684.3460 January 19, 1988 aCP-3665 SHOP INSPECTION REPORT DAIES COVERFD: January 15, 1988 PROJECT: Mary Woodward Elementary School Addition ADDRESS-, 17325 S.W. Katherine i INSPECTOR: B. Sobotta 1-15-E36: Performed a visual weld inspection at Nowser Steel Fab of' 29 columns. Welds appear satisfactory. 9 columns remain to be fabricated. Respectfully submitted CAtON TEST 1 G, INC. Douglas W. [Pack President BS: llo cc: Robinson Construction Co. City of Tigard Selig/l.ee/Rueda Resseger/Gotchall I i IM wu .e sr +ar .w .rxr aaa t Construction Inspection&Related Tab Carlson Testing, Inc. i P.O.Box 23614 REPORT OF 6 x 12 Concrete EST SPECIMENS Tigard,Oregon 07223 — _ Phone(503)664-3460 4 Date Molded: 1 -19 ' 19 Jo'�No. S�'_-;b6`� Permit, w ___ --_------ _-------- Client: _�ohinson Cons true�j4n Co" _ ----------- Project: _ Mary W0hW1A F I Pmr�nS Address: ____J232SS W Ka t.her i nP - — ----- Cortracter- jet i _c,M f:nnst-�_11r 1 inn Cn Sub Contrrctor: Concrete Supplier: —Lona-S`at: I nririg t r,es I nf- Truck No3ALL_ _. Ticket No. _,16[1'iEi-13 Cast By: Test Time%8 35 - Lood No. 'I C 1 oudy _ Temp. High: 50 Temp. Low: 35 Weathsr, � __ . Location of Placement: Slat) T to V, 24 to 2(,.5; V to W, 23 to 20.5. —Cu. Yds. Concrete of fib _Concrete Temp: h0 Strength Requirement — 30M —_....PSI ® 2EL__doysSlumpdam. Cement Type__L.1 I Mix No./No. Sacks old ]2r, _ Air Content------ Max. Aggregate 3/d„ Admix. Amount: _ �- Brandhat- Water Admix. Amount.----- Brond:Pn:7 c+55 - Set Test® Register Date Date Unit Total Area Unit Report No. Das Number I Recd Test Wt. load PSI No. 1 1 8947 1-20 1 -26 66,860 28.27 2370 23 j 28 8947 1-20 2 -16 :9,7-6 28.27 3530 30 28 8947 1-20 2 -16 98,379 28.27 3!80 30 Hold 8947 1-20 2 -16 100,923 28.21 3570 30 Remarks: cc: CiL of Tigard - Se 1 i y/1_ee/kueda RessecIer 8 Gotchall -- ,er '� � � eer +rw .■ �w Construt-don Inspection&Related Tests Carlson Testing, Ince - -- P.o,eox 23814 6 x 1Z Concrete ngerd,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)664-3460 Date Molded: _ 1---LL—. 19.— __ Job No. JE—jIka----Fe r m i t. # --...-------- Client: _�Q12inson Project; —_ILt:Y WIN' Wat Address: _12321� c, W Kat her i np Contractor: Sub Contractor: --- Concrete Supplier; I 'ipe�Star i nrin,1,f'1 pry,r i[1G -- Truck No3d2 Ticket i Test Time:A- load No. ----3- Cost By: Weather` Cloudy _ Temp. High: 50 —_ Temp. low: _ 35 Location of Placement: Slab T to V, 24 to 20.5; V to W, 23 to 20.5. — 2 3 of fib 60Cu. Yds. Concrete Temp: -_ Strength Requirement: PSI ®—2E— daysSlump- 4" Cement Type i x *I Ll Air Conten3/d" _ Mix No./No. Sacks 1�.. -- t Max. Aggregate—_-- Admix. Amount: Brond:HaL _K tLa . Admix. Amount:_____ _- Brand:Pn>> WE2_ r Area Unit Report S$. � t® Rnister Date Date Urn! Total PSI Na. NDo s Number Recd Test Wt. load I 89,17 1-20 1 -26 66,860 28.21 2370— 23 28 8[347 1-20 2 -16 ?_8.27 28 "7 1-20 2 -16 - 28.21 Hold 7!941 1-20 28.27 Remarks: Se 1 i g/t_ee/Rueda Resseger & Gotcha11 -- aw ARK4qKMM += (,,uns"cri()n lnspat-rion A Relited 7iccr. Carlson Testing, Inc. P.O How 73814 Tigard,Orn(.on 47223 Phone(5031684 3460 January 15, 1988 nCP-3665 SHOP INSPECTION kt.PURT DAVES COVI.kEU: .January 14, 19H8 PROJLCT. Mary Woodward Elementary School Addition ADDRESS: 1232!, S.W. Kat.h��rine INSPECTOR: B. Sobotta 1-14-88: Performed a visual ws-ld inspection ��i. Ilowser 5t.Nt�l your atrium columns. Welds appear satisfactory. Respectfully submttt(�d, 11 CArt,SON TESTING. INC ' 001101ac; W. 1 each President HS: llo cc: Robilisosr Construction Co. City of Tigard Selig/l.ee/Rueda Resseger/Gotchall Construction lnslrecdon l4 Related Testa Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 x 11 Concrete TEST SPECIMENS Tigard,Oregon 97V — Phone(503)884.3460 Dote Molded: 19 19 Job No. (T-3665-1'f'r m i I a Client: Co . 111;;.011 CC_�l` LrUC L 1 Qrl CU. Project: _—Iluy oudw rr d I I-emeriLarY -Srtion l Addit.inn Address: --L'325 S W Ka .).Pr i rip _ Contractor: 1�nLi i ntnn_ ('nnct L urt_i nn Sub Contractor: Concrete Supplier: I nno Star 1nrbtct r•105,-1nr Truck NOIR _ Ticket No. 41,q — Cast By: __. u nn,Cnnnnr- _ Test Load No. 1 Weather: __– C I oudy Tamp. High: 40 Temp. low: 30 lncation of Placement: 51.�b Il Lo T , 20 to l4 Cu. Yds. — Concrete Temp: Strength Requirement: Inof) PSI a 2R days Slump_3 1/?" _—Cement Type-1-=] I Mix No./No. Socks_ Mix #12', Air Content Max. Aggregate -IIA"---- Admix. IIA"-- —Admix. Amount: BrondIbil__Wa1_pr Admix. Amount: Brandf'.nLL!i5L- Sol Te., a Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No.- 1 1 8911 1--13 1 -19 65,041 18.27 2300 21 28 8911 1-13 2 - 9 119,285 28.27 4220 28 2.8 8911 1-13 2 - 9 .117,4160 28.27 41.60 28 Hold 8S: 1 1-13 2-9 119,016 28.21 4210 28 Remarks: CC: C i Ly of Tigard Selig/lee/Rueda Resseger & GoLchall Construction Lnslrection&Related Tests Carlson Testing, Inc. — P.O.Box 238A REPORT GF 6 x 12 Cnrcrete TEST SPECIMENS Tigard,Oregon 97223 — Phone(503)684-3460 Date Molded: 1 -12 , 19 8— 8 Job No. C11-3665 _--permit. A Client: Lott r nson ConAi uc i,ion Co. `roject• Kii V Woodward f 1 rn -nLa y SShun 1 Addition Address: 12.42'1 S W Ka l hpr i np Contractor: 12nh i nswi Cnnstrirrt i nri Cn Sub Contractor: Concrete Supplier: I nnr star _jnriust r•j.�.__. Itsr Truck No31fl_ Ticket No. Cast By: _ tT^p'Cnnnnr Test TimeH--1 l load No. 1 Weather. C 1 oudy _ _ Temp. High: . 40 Temp. low: 30 Location of Placement: Slab b V L n i , 2U Lo 24_ r Cu. Yds. Concrete Temp: _ Strength Requirement: — -3000 PSI 4a 2H —deysSlump_3_L/2--Cement Type Mix No./No. Sacks MIY t-12-11 Air Content _— Max. Aggregate Admix. Amount: — BrondlWLWa1_vr Admix. Amount: _ BrandRu77 ' rYi Set Test® Register DateD_attee Unit Total Area Unit Report No. Days Number Rac'd I Test Wt. Load PSI No. 1 1 8911 1 .13 1 -19 65,041 18.27 2300 21 28 8911 1- 13 2 - 9 28.27 28 8911 1- 13 2 - 9 28.27 Hold 8911 1-13 28.21 Remarks: _cr:: City of' Tigard Se l i g/1_epAueda pesseger K GotchaII ser ssst + go MEN ME INSPECTION NOTICE City of Tigard Building Department P O. Box 22397 igard, Oregon 97223 Phone: 639-4175 Type of Inspection _ Data Requested______... 2� 3� Time A.M. P,M. Address _L'-�'�_ , z, yes-).L4t*•Z Per_m_ftJ#__ Owner--- y!L�/�►"_ 1rt2 - -- Lot Builder The following Building Code deficiencies are required to be coirented: •• c cl- /S-- /7 CC- Presented GPresented to I-I Approved Inspector ��_ _-_ _.___ — [_] Disapprovad Date CALL FOR REINSPECTION ❑ YES 0 NO +swr NRno rr– MMAW a +ste Construction Inspection&Related Tests Carlson 'T'esting, Inc. 6 x 17 Concrete P.O.Box 23014 REPORT OF _ TEST SPECIMENS 11gerd,Oregon 97223 — —" Phone(503)604-3460 Date Molded: 1 Z I 1 , 19 81 Job No. CP-3665 Permit. # Client: Robinson Construction Co. Project: _____Mary Woodw 1rd E 1 ementar,y School Addition Address: 1232`, S.W. Katherine Contractor: Robin on Construction Co. Sub Contractor. Concrete Supplier: Lone Star Industries, Inc. Truck No. 31Z_ Ticker No. _ 45550 Cast By: , A. Ewing _ Test Time: 11 .20 load No. 1 Over-cast. Temp. 2fi Weather: Temp. High:, Temp. Low: Location of Placement: Foundation walls, gym, music room, storage. 10.5 51 -- – __Cu. Yds. _. Concrete Temp: _ Strength Requirement. 3000__�__A_PSI (a_. 1Fi days Slump 5 112 Cemsr,t Type Mix No./No. Sacks— Mix 4Y 72') — Air Content —_ Max. Aggregate_ 1�4 Admix. Amount: –.----- Brand: Admix. Amoun!: _ _ Brand: Set Test a Register Date Dute Unit Total Unit Report No. Days _ Number Recd Test _ Wt.T� load Area PSI No. 1 7 8852 1-2 1 - 1 I 28.27 - 67,354 2380 18 28 8851 1-2 1 -28 — 1.35,650 28.; 1 4800 24 28 8852 1-2 1 -28 133,_999 28.2 ' 4740 24 8 Hold 8852 1-2 1_28 137,392 28.21 4860 24 cc: City of Tigard Remarks: Resseger R Gotcha11 Gon.strucdon Inapt-tion&Related Tests Carlson Testing, Inc. f) x ?2 Concr etr. P.O.Box 23814 REPORT Of TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 1l. -31 19 81 Job No. Cl'-366,) fermi t. a Client Robinson Construction Co. —_-__--v — ---- Project: Mary Woodward 1. 1 ementar y Schoo I Add t,i on —_ Address: 12325 S.W. Kat her i ne Contractor: ftob i n-;on Construct.i on C.O. Sub Contractor: — _— Concrete Supplier, tone Star l ndu ,Lr i es, Inc. Truck No. �11 Ticket No. 45550 — Cast By: A. Fw 1 ng Test Time: -LI "o -- Load No. I Overcast. 4028 Weather:_— __ Temp. Nigh: Temp. Low: _ -_ Foundation walls, gym. music room, storage. Location of Placement: _ ---- 10.') _Cu. Yds. __ _ —Concrete Temp: _ Strength Requirement: _ 3(X)0 _.__— PSI ® 2E3 days Slump ' 122 _Cement Type Mix No./No. Sacks_ M i X 0 125 Air Content - Max. Aggregate 324 Admix. Amount: _ Brand: _ Admix. Amcunt: Brand: _ Set ? Test®� Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt, Load Area Pil No. I - 7 8852 1-2 1 - 7 67,354 ?8.71 — 2380 18 2_R 8852 28 H852 1-2 1 -2.8 X8.21 Ito I d 8857 1-2 28.2 i cc: City of I icaard Remarks: _ IlNsstiget X Got chaI I NORTHWEST]EST T ESTJLNG ]LABORA TORI ES9 INC. 5405 N.Lagoon Avenue P.O.Box 17126 Portland,Oregon 97217-0126 NpN.peernucrrvE TESTING CONSTRUCTION INSPECTION Phone:(503)289-1778 WELDING cERTIi1CATION MATERIALS INSPECTION SO.L TESTING CHEMICAL ANALYSIS ASSAYING PHYSICA'_TcSTING GENERAL CONSTRUCTION INSPECTION DAILY REPORT AS A MtI,UAL PROTECTION TO CLIENTS THE PURLIC AND OURSELVES ALL REPORTS ARE SURMITTEO AS THE C)RIENTDITN MAY UTILP2E THCOF CLIENTS AND ARE REPORT OR ANY PORTIONOED FOR THE USE or OUR CLIF NTS ONLY NO OTHER THEREOf WITHOUT OUR AUTHOR At ON,PENSON H.A. Andersen Company Engineer: —Kramer, Gehlen Client: -- Tigard Fred Meyer Architect: Jensen` Krause Project: — 1565S.W. Pacific Highw 11,ntractors H.A. Andersen .Joh Addr:ss: -- — Tie,ard, Oregon --_ Masonry: .— Concrete: Permit No.: __ BU 870075 _ Steel: H.A. Andersen 12/30/87 _ 2.0 Dole Time Hours Mix Proportions: Set Report T— Ticket Batch No. Number _7_Slump __Number Quant. Tem .— Concrete: INSPECTION ONLY 74296 — Mortar: gout: Source: —- — Weather: Inspection Notes: — _ Inspected structurAl welding at-1zLP'2anine_dack to _ existing north wale and alue__1-am hange s at �Urs —1�1~._ Al 1 welding s _acceptable_ er plans and Specification_srWeai ��rf_Qm .�1Y AI^IS certified welder Mike McLain. Steel fab pexfc�rm�ci at CWI s�OU _in ptland, 2cc: H.A. Andersen T Nie nam lce: Kramer, Gehlen Inspector's Signature: 343 CC: lcc: Jensen Krause Concrete Permit No.: - lcc: City o Tigard Masonry Permit No.: —343 Ci-nstruclion Inspection l4 Related Tests Carlson Testing, Inc. x 12 Concrete P.O.Box 23814 f, Tigard,Oregon 97223 REPORT OF TEST SPECIMENS —_— Phonr(503)694-3460 Dote Molded: 1? -23 , 19 87 Job No. CP-3665 Permit. a Client: ! Ro;i i nson Construction Co. Project: - Mary Woodward Elementary Schoo I Addition _ _Address:-12325 S.W. Katherine Contractor: Robinson Construction Co. Sub Contractor: 45706-13 Concrete Supplier: Lone Star Industries, Inc. — Truck No.355. 324 Ticket No. _ 45115-Vi Cast By: _ M- Tabert Test Time: 8: 10:;jQ Load No. 3. ? Overcast 40 30 Weather: _ Temp. High:_ —_ Temp. Low: —Y Location of Placement: Slab (25-26) @ (S-Y); (20-?4) @ (0-R); footings line DD( 15-17); 15(CC-Di)) and N.E. corner of gym interior footings. r Cu. Yds. 5 Concrete Temp: —_� 3 112" Strength Requirement: 3000 `PSI _ 28 daysSlump 4 1/4" Cement Type — Mix No./No. Sacks Mix #125 _ Air Content _ i,,ax. Aggregate 3/4" Admix. Amount: Brand: Admix. Amount:_ Brand: Set Test a Register Date Date Unit Total Area unpt Report No. Das Number Recd Test Wt. Load PSI No. I 7 8831 12-24 12 -30 71-12-7-0 28.27 2520 1 28 8831 12-24 1 -20 11502.90 28.27 4080 122 28 8831 12-24 1 -20 11.8,422. 28.27 4190 2.2 2J4old 8831 12-24 1 =20 118,000 28.27 4170 22 11 1 8832 12-24 12 -30 91.441 28.21 2B 8832 12-24 1 -20 137,410 28.27 4860 22 28 8832 12-24 1 -20 13,4,861 28.27 4770 22 28H(,l d 8832 - 12-24 1 -20 37,941 28.21 1 4880 1 22 Remarks: cc: City of Tigard ---5 (-K Resseger 8 Gotchall WE Con.srnurinn Insruerion R Related lists Carlson Testing, Inc. P.O.Box 23814 fix 17 (:OnCr r'Lrt Tigard,Oregon 97223 REPORT Of TEST SPECIMENS Phone(503)684-U60 Date Molded: .._. 17 -23 19 H I _ JobNo Client: _----I�ah i nson Ccrostruct i_ on Co. ___—_.•—_ — — -- - Project: Mary Woodward F 1 o�ry Scltoo I Add i 1.i;in — — Address: 1237b S.W. Katharine -_-- ---- Contractor: Rot)inson Construct,ion Co Sub Contractor. r r _ Concrete Supplier. .— t l' S f_ 1 f1L�S t r I L'�. nt- ____� Truck No. ?b- ,�?4 Ticket No. �12_ Test Time: 8'00- 10=30 load No. — Cast BY: 40 30 Overcast Temp. Nigh: Temp. Low: — Weather: __ — Slat) (25-26) P (S-Y) ; (ZO-74) `�-1 I) ; 1 S(CC-DI)) Location of Placement: rsnd N.I . corner of gym interior footings . - 10"' Concrete Tem Cu. Yds. � p' - Strength Requirement: 3000 P51 r� 7E3 __-days Slump . 4 1/4_-__-Cement Type r Max. Aggregate 3/4 — — Mix No.INo. Socks M i x u IZ� _ Air Content ------- Brand: Admix. Amount: ___ Brand: _ Admix. Amount: _ --- JLoa'd rea Unit I Report Set Test (fp Register Dote Date Unit PSI No. No. Days Number Recd Test_ —_Wt• _E3H31 12.-7.4 12 -30 .2725 0 1HE3 .l1 �88"31 17.-24 1 40 11old HH3 12-14 _— 78.21 l_I__ I H837 12-24 17 -30x 28.21 3230 15 ,_431 20 8837 11-24 1 -20 78.77 -- 7H 8837 I 12-1.4 1 -20 78.2.7 — -- Hold 8837 Cit-y of I irlsrrl --- Remarks: � I SELIG / LEE / PUEDA Al-Chitt'ctS 17ild P hirers 21 December 1.987 MEMO To: Gene Birchill, Deput Fre Marshal By: Xavier E. Rueda RF.: BRIDGEPORT AND WOOD ELEMENTARY SCHOOL ADPITIONS Per our telephone conversation of this date, the door frame and side light for Door 1013 (from IMC to special purpose 1013) will be constructed without a label. On 17 December 1987, Selig/Lee/Rueda requested concurrence to delete the label from Door 1013 for the following reasons: a. Label not required per code. b. Hollow Metal Manufacturer cannot exceed 1294 sq. in. of glazing in side lights with maximum of 24" width and 54" height. Although the frame will not be labeled, the labeled wood door will be retained as well as the wire glass. END OF MEMO cc: Brad Roasb/ Bob Hunt Joanne Osterby s+ts w aar A. Construedon Inspecdon&Related Teats Carlson Testing, Inc. P.O.Box 238/1 REPORT OF 6 x 12 Concrete TEST SPECIMENS 'ngard,Oregon 97223 --- Phone(503)8&1-3180 Date Molded: 12 -12 , 19 81 Job No. CI'r3Cifi5 Permit. No. --_— Client: _---kobinson Construction Co. Project: Mary Woodward L1ementary School Addition — Address: .— I i gat d, Oregon Contractor: - kobinson Construction Co. _ Sub Contractor: — Concrete Supplier: — Lone Star I ndustr i es, Inc. Truck No. ,327 Ticket No. 44305-11_ M. I abert Test Time: 8-.Z5 load No. 1 Cast By: _- - Overcast 55 35 Weather: . Temp. High: _ —_— Temp. low: Slab line (26-27) @ (S-Y) . Location of Placement: — 50 Cu. Yds. Concrete Temp: Strength Requirement: 3000 PSI ® 18 —d,3ysSlump 4" _Cement Type _ Mix No.l'No. Sacks__ M i x #125 Air -ontent_ Max. Aggregate. 3/4 Admix. Amount: Brand: Admix. Amount: _ Brand: Set !Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. l load _— PSI No. I 7 8136 12-14 1? -19 146.4 86,181 2.8.21 305 lJ� l-8 81:36 12-1411 - 9 151,490 ?fl.27 5360 20 28 8136 12-14 1 - 9 147,662 28'27 5220 20 Hold 8136 12-14 1 _ 9 149,006 28.21 5270 2.0 cc: Selig/Lee/Rueda City of Tlgar-d Congn-ucrion/nspe riun&Related Teats Carlson Testing, Inc. P.O.Box 23814 h x lr (.`rt)r r vtp TEST SPECIMENS Tigard,Oregon 97223 REPORT OF Phone(503)684-3460 Date Molded: — 19 Job No. (Is-3E�6!� I'ertn i t No . Client koliin;on Construction Co. — Protect: Mary Woodw%ir—(l f I emenl.;sr y Schoo I Add i t i on Address: - I Itiard, Oregon _ -- -- Contractor: Robinson Construction Co. Sub Contractor: Lone Star 1 MIUstr i es, I nr . Truck No. .3,' I _ Ticket No. d^tsU�' l I Concrete supplier: _ - -"----- Cast B M. 1 Apert. Test Time: 8 " _ load No. -- Iherr 1;t 1'1' Weather: Temp. High: Temp. Low: —. I'it) I i ne (26-2.7) @ (S-Y) . Location of Placement: ------ - — Cu. Yds. _- Concrete Temp: Strength Requirement: 3000 PSI a ''f3 days Slump 4 __—Cement Type Mix No./No. Socks I"1 t x ri I1', Air Content Max. Aggregate— i14°_— Admix. Amount: Brand: _ _ Admix. Amount: — — Brand__ �- Set Test® Register Date Date Unit Total Area Unit Report _No. Days Number Recd Test_ Wt. load PSI No. _ 1 1 8136 12--14 12 -19 28.11 146.4 f3E,, �8 L 3�5U— 28 8136 17-14 1 9 28.'2 i 28 81"36 12-14 — Ho l(l fi l if) 12-14 i (A,:: Sr.I i I, ee/F2uetia City of II(f.trtl IF Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 C) x 1? Cnncret t� TEST SPECIMENS Phone(503)664-3460 REPORT OF -- 81 CP-36Ei!� Permit. No. _-.--_-_ -- Dote Molded: — 12 l 1 19 Job No. --- Client: --- Robinson Construction Co- Project: — o.Project: ._ Mary Woodward E 1 ementary Srhoo I Add i t.i on -- Address: I i,gard, Oregon ______------------- Robinson Construction Co. Sub Contractor: Contractor. 41061-13 333 Ticket No. Concrete Supplier: lone Star Industries, Inc - Truck No. —__ Cast B C. St.asch Test Time: ___ 10:45 Load No. 1 y� -- 35 overcast. Temp. Nigh: Temp. low: Weather: _ lls 10 room trod to V on 21 « 8 Iine and 73 - 8 tne. Foot.ing wafor Location of Plac.9ment: Cu. Yds. Concrete Temp: 3000 - day%Slump- 4" Cement Type — - `,trength Requirement: — —PSIa- 28 -1/4,. Mix No./No. Sacks Mix #725 Air Content Max. Aggregate --- Admix. Amount: Brand: Admix. Amount: _---•— Brand: _ — Total Unit Report Re rater Date Date Unit load Area PSI No. Set Test ® g Recd Test Wt. �- — No. Days Number 7.8.21 I 8131 12-12 V -18 146,3 83,274 2950 _9 -- 28.21 432.0 19 213 81,41 12-12 l - 8 122,130 8731 17-1I 1 E1 1.24,699 28.21 4410 19 28 926 28.11 4310 19 28Nold 8131 12-1I 1 _ g 121,926 cc: Selig/Lee/Rurrda - Remorks: —.___- y ------- ----City of Tigarr, - Conatruedon Inspection&Related Tend Carlson Testing, Inc. 6 x 17 Concrete P.O.Box 23814Tigard,0 REPORT OF TEST SPECIMENSOregon 97223 Phone(303)884-3460 Date Molded: 12 11 ' 19- 87 Job No. CP-3665 Permit. No.—_-`_—_ Client: — Rob i nsot Construction Co. Project: Mary Woodward Elementary School Addition Address: Tigard, Oregon — Contractor: Robinson Construction Co. Sub Contractor: �— Concrete Supplier: Lone Star Industries, Inc. Truck No. 333 Ticket No. - 41061-13 Cast By: C. Stasch Test Time: 10:45 _ load No. I Overcast. 55 35 Weather: _ Temp. High: Temp. low: Location of Placement: Footing walls for 10 room pod to V on 21 + 8 line and 23 - 8 line. _Cu. Yds. _ Concrete Temp: _ Strength Requirement: 3000_ PSI ® 28 days Slump 4 Cement Type 1-11 Mix No./No. Sacks Mix *725 —_ Air Content_—. Max. Aggregate 3/4" Admix. Amount: Brand: Admix. Amount:_ Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 H131 12•-17 17 -18 146.3 83,274 2-8.2/ 2950 9 28 8131 I2-12 1 - H i i 8 73 1 12- 12 1 - H 78.21 Held 8131 12-12 18,21 i Reriorks: C C: Se I i 0/I e4,Aueda C i I y of Tigard Carlson 'T'est~.rg, Inc. Construction Inspection R Related Teats 6 x Il Concrete P.U.Box 23814 REPORT OF — S TEST SPECIMENTigard, — ,—_-- _ 9 Oregon 972.3 Phone(503)684-3480 Date Molded: 12 -y , 19 8/ Job No. CP-3665 Permit No. Client: —__ Robinson Construct 1 on Co. Proipct: __-__Mor y Woodward ""InellLilLY 50oa l Addition Address: _ 1, tt Llyd, Oregon ` Contractor: Robinson Construction Cu• Sub Contractor: — Concrete Supplier. __Lone Star Industries Inc. Truck No. -155 Ticket No. 40953- 11 Cast By: 13. O'Connor _ _ Test Time: load No. 1 Weather: Ra i n Temp. High: 55 Temp. low: ;r'Temp. Location of Placement: Cotitinuous-fontin9 line 20 for 10 roorr, addition aiso Iine 1I at 9Ym. - --------Cu. Yds. Concrete Temp: _ Strength Requirement: — .3000 PSI ®, i'8 days Slump 4 _— Cement Type I Mix No./No. Sacks M i x *725 Air Content ---_ Max. Aggregate 3/4" Admix, Amount: - Brand: _ Admix. Amount: Brand: Set Test C Register Date Date Unit Total Unif 7or N0• Days Number Recd Test Wt. load Area_ PSI 12-1( 12 -16 29.27 97,288 3440 7 7 8691 1?-1 12-1f _ 110,400 28.21 3000 7 -- 28 8691 12-1( 1 - F; Hold 8691 153,890 79,21 __ 5440 1.7 12-1 1 _ 6 155,290 ?8 27 — 5490 17 Remarks: cc �eI i9/1 ee,/Rueda esseger ,o .c to -- —_.-...--- - City of Ii9ard - - _— "vso► Conermcdon Ir,:7ecdon R Related Texts ` Carlson Tesfing, Inc. err P.O.Box 23e1 4 6 x 12 Concrete TEST Tigard,Oregon 97223 REPORT OF — Phone(503)H4-3180 Date Molded: 12 -g , 19_ 87 Job No. CP-36165 Permit No. _ Client: - Robinson Construction Co. _ ---- - P•oject: Mary Woodward Elementary School Addition _- address: T iard Oregon _ — -- Contactor: Robinson Construction Co. _ Sub Contractor: _ --- Concreie Supplier: Lone Star Industries. Inc. Truck No. 355 — Ticket No. _40953-'.'3 Cost By: 13, U•Connor _ Test Time: _Load No. _ I — Ila i n 55 .35 Weather: lemp. High: _ Tamp. Low: Continuous footing line 20 for 10 room addition also no 1 ! at, (Jym. Location of Placement: _Cu. Yds. - Concrete Temp: — Strength Requirement: ^ lU(1U — __ PSI ®_ 113 dnysSlump__^ ___Cement Type I Mix No,INo. Sacks M(x #111) — Air Content _ —_ Max. Aggregate __.3/4" —__-3/4 - Admix. Amount: --- Brand: Admix. Amount: Brand: Test (it T— T Date Date Unit Tota -in—,t —�Report Set Register l Arec No. Days Number Recd Test Wt. Load PSI �_No. _ Ho ()l 1l-1( 12 -l E 97,288 28.21 34 40 7 t--H(—i9 12-1( 12-1( 110,400 21j.�1 3900 tlo l d 8691 1l 1( LH.27 i C.C. : Se 11(1/1 op./Rueda — — .CS5e(1er C i ty of l igard ___ 1\ Construction Inspection R Re/are,!7cstr 'arlson Testingli Inc. Fix 12 Concr-etv REPORI OF - P.O.Box 23814 TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684.3460 Uore Molded: - 1? -8 19--8/ Job No. ('1'-3665 fermi t. No.-- Client: Robinson Construction Co. ' Project: - Mary Woodward C lement.dry SCh.tol Addition --- Address: -.4 f Bard, Oregon Contractor: . loot'rt_ mon Constf'uct Ior, Co, - Sub Contractor: _ Concrete Supplier: _ Lone Star Indust.ries, Inc; �— '�-1T _ Cast By: M. labert Truck No. 36;1, 316 Ticket No. Test Time: 10:00• 1 :.30----=-^ load No. Weather: _--- --------- C I wtdy --'-- - — ���� 35 Temp. High: -__-_ Temp. low: Wdl Is I inr� 24(O-0+;5' ) 0(11 "141 . Location of Placement: Sot. I1 foot. inc3 on fill Cu- Yds. Concrete Temp: She Igfh Requirement: __ 3000 — ---- PSI 28 days Slump 4_ Cement Type Mix No./No. Socks Mix W/25 -- Air Content- Max. Aggregate Admix. Amount:_ _ d Bran : _ Admix, Amount:-- Brand: Set Test v Register Date Date Unit No. Days NumberRecd Test Wt, load Area Unit Report I 7 F#i68PSI No. _ 12-9 12 -1S 28.21 28 — 99,585 3350 6 8668 12-9 1 � — 138,010 28.27 28 86685 --- 4880 16 - 139 088 28.21 28'old 8ffi8 12-9 — 4920 16 , 1 71--5 135,978 28'21 4810 8669 12-9 12 -15 — 16 92,865 28.27 28 8669 12-9 1 - 5 21 3280 6 ?8 154 28. ,720 5470 16 8669 1l.-9 1 - 5 152 375 18.27 281101d 8669 12-9 ^— - -- 5390 -- 1- ' 151.527 28.21 C,C: Se ig/Lee/Ruc•da r 5360 16 Remarks: � -- CiLy of Tigdrrl -� -------- --- - Construction Inspecd,3n&Related Tests Carlson Testbng, ]Inc* P.O.Box 23814 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)664-3460 Date Molded: — 1l H ' 19 H/ Job No. 11prinit No. - Client: Robtnson Construction Co. __.—._�____ _-- -- -_------ —_._.___-- Project: -- Mary Woodward E l ementary School Addition Address .__r i yard, Oregon Contractor: Rob i nson Cons trot t i on Cu• _— Sub Contractor: —_ ---fir,-1-7 Concrete Supplier: 1--one Star I ndusty t es, Inc ick No. 3 16 Ticket No. Cast 8 M. l aher _ Test Time: 10'OO, 1 :30 Load No. y: `1 — C I oudy iemp. Low: _ Weather: Tdmp. High: _ - W,aI Is I ino i4(0-0+!)')' 1 , WI 74► , 23(U-U-12' ) Location of Placement: t I 1 shit ing on ISN ( 15-1 1I . Cu. Yds. _ Concrete Temp: Strength Requirement: 1000 PSI a — I8 days Slump 4 __Cement Type .. Mix No.I No. Socks — Mix tt 17`. — Air Content _ _�_—_ Max. Aggregate - H/^ Admix. Amount: _ Brand: Admix. Amount: Brand: .._J__ Set I Test ® Register I Date Date Unit Total Area Unit Report _N_o. Days Number --Recd Test Wt. Load I PSI No. 1 94,585 78'21 3350 6 lH H668 12-9 1 7H 8668 r1 8668 I I 1 8669 12-9 1? -l S 92,865 28.71 3280 6 -- 28 8669 28.71 lH 8669 --- Hold H669 I 12-9 ', I ty/I ee/Rued•i ---- City of Tio-ird R I Carlson Testing, �OMIr rctiun lnap-don 4 gelated Testa Inc.. REPORT Of 6 x 11 Crnu:r ete P.O.Box 23814 `— - - TEST$PECIMc N5 Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: _ 1� -?�, 19_ �1 Job Na l)rrin I Nn Client k'nl;i nsnn C)I ;—'ruc I on Co. rrolect rtrV Wnnrlwarri ! lementary `irhnnl Addition - Address: I igard Oregon _ Contractor: • kob i nsnn Construct i on Co Sub Contractor. Concrete Supplier: Lone Star Industrie!; Inc Truck No. 131 __— Ticket No. 4. 019 1 -r Cast By: _ S. Jordan Ov e r•c,t s t. Test Time: y:41 load No, i ----.—._— Weather. _., r�5 — ----r____ Temp. Nigh: Temp. low: 35 _ location of Placement: luundation w311s on lines 27 K 5, Footings within 1 to V x 21 to Z3 - - ------ - Cu. Yds. Concrete Tem —.-- — p• trength Requirement: 3000 _ PSI � 1 f3 ____days Slump�.^" _Cement Type Mix No./No. Socks_— M i x k 1�!, -� - Air Content Max. Aggregate Admix. Amount: •_ Brand: i Admix. Amount: Brand: -- Set T _ — No. pa ® Register Date Date Unit lofal� - -- ---_�.— Y _ Number Recd Test Wt Area Unit Report 1 — load 1 PSI No. 8616 - 83, 115 Ai 8610 12-3 1? -30 ?H - 134,210 28.21 4750 14 8616 12-3 1? -30 — — — 130,890 28.21 4630 I In l d F'> __. 14 861 _ -- - --..1 -- 1l-"; 12-30 135,980 28•?7 4810 � 14 - I Remarks: _ r't `ie I t iI/I oe/I�titttl s ~-- C i l y Conatruedon Impaction R Related Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12 ConcreteTEST SPECIMENS TIgerd,Oregon 97223 REPORT OF Phone(503)684-3460 Date Molded: — 11- -2 _, 19 81 Job No. CI'-3(iE;5 Permit, No._ GAInt: - Robinson Const.ructian Cu. - Project: Mary Woodward E I ement.ary School Addition - Address: _ Tigard, Oregon -- Ci,ntractor: Robinson Construction Co. _- Sub Contractor: — --- Concrete Supplier. Lone Star Industries, Inc . Truck No. 331 Ticket No. 40191-� Cast By: _ S. Jordan _ Test Time_y:4 1 Load No. ... _1 Overcast. `,`) 35 Temp. low: Weother _ _ Temp. High: _ Ioil nda1,ion wa 1!3 on lines 21 K5, loot.tngs within 1 t.o V x 21 t,023. Locution of I.1acement _Cu. Yds, . Concrete Temp: Strength Requirement: -__ 3001 _. PSI (a 28 doysSlump 4 _ .Cement Type Mix No./No. Sacks— Mix # V) _ Air Content Max. Aggregate_— 3/4 Admix. Amount: —_� Brand: — _ Admix. Amount: Brand: __._ Set Test��� Register DaPe—r Date Unit Total Area Unit I Report —►Jo Days _—Number Recd Test Wt_ food — PSI No__ ZH.?7 2940 5 ltl H61F� 1HJ Hf;10 — 1l-3 12 -30 ?H,21 I Ilolrl 861f> 1?-3 IH.II } + CC: Se I i�1;! re/I?ueda Remarks:— -------- City of I igaril --- ------ - -- ' INSPEGYION NOTICE City of Tigard Building Department – X P.O. Box 23397 Tigard, Oregon 972.23 Phone: 639-4175 Type of Inspection Date requested _ Address / 4 Time A.M.--f:L P.M. I # }} Owner------ � ae.:W Permit — -- 1 # Builder — / Lot C�1 – The following Building Code deficiencies are required to be correr:ted: t� Presented to ~— Inspector 11Approved – 11 Disapprova,., Date – CALL FOR REINSPECTION 7 vr_s C.) No Construction/nsprrtion K Related 7i•srs Carlson Testing, Inc. P.O.fox 23814 I' ` 17 Concrete f f rigard,Oregon 97223 REPORT up TEST aPE(-IMEN, Phone t503►fi84-3460 Date Molded: _�. ---! -_- -, 19 __j_..— Job No. L:L,_3fA1i-_____ I'er ni i I No Client: _ -1laiill-uuli-cumi -r.uc L I ot1Co----- -- - -- - - ---- - -_ �._ Project: __MjL_V_WLU11Jw j1 11.1 1 L lll.li11.11L,1L. G11llL1_.AdLL1-L1lll!_----------- - ---------- -- ---- ----- Address• - 11 la :j1��i'El1t1i1_�._—�------ —----- - - ---- ------- — ---- Contractor: 11011 i n;rtn Cnn2t r-nrt t nn-LII_---- -- Sub Contractor: -- --_-- __�_��----__- - ---- Concrete Supplier; _ 11 j(- Ir,rlliull_sw:rinr - _ TruckNgjfif; ___ Ticket No. -_l1lii) --1/— Cost By: L 11 far 11Mt11 Test Timef•(lr, _ load No. _ 1 _ Ovcrca,t, `t`.r .35 Weather: Temp. High: � Temp. low: _-_ — Location of Placement; 13r11anctt of we-11 om, imetPr footings For adrtn. west of Pxist,Ing b1di.11. ; _— ,.,1,,le(I spread 1not.ing at. I ine, 1-I:3. Cu. Yds. _—Concrete Temp: 60-. Strength Requirement: __— �Il(]ll . PSI U lH days Slump I 4ZA'----Cement Type L— Mix No./No. Socks_- Air Content—____ Max. Aggregate ---J-'Q., Admix. Amount: Y. ,_ Brand: _ — Admix. Amount: — Brand: —_-- Set Test® Register _ I Date Date Unit Total Area Unit Report No. Days -Number Recd Test Wt. Load PSI No. _ i 1 W)HI 1I-1 17 - 1 75,344 ?8.27 26, 4 _ I ;H t3'411I17,070 H.71 1140 13 28 HA 1 12-1 12 -2.H 119,582 t3• � 4230 13 -__- Mold 8'.1H I 17-1 12-28 122,974 -H• � 4350 13 Remarks: c1 : Sr I i to/l eo/Kueda -- �'.r K Got.rha I I CiI.y of I igard 7rctitr(7-,!-drr ,t 1t iu i 11-1t o t1 aremr.n . rT rutirre ,r. iiT -i�lriv�-Tri,riCirin iril- l nurirf +i TT-1 o e _ sal. i;;1,1r:Lory. wi xs Construction Inspection&Related Tuts Carlson Testing, Inc. P.O.Box 2:611 Tigard,Oregon 97223 RESORT OF 6 x 12. Concrete TEST SPECIMENS Phone 1503►684-3460 Date Molded: t t _'iCl _, 19-IL Job No. Perini', No.- ----- Client: —_12nhinsn nnGtr'uc.1.iII1Lf o - Proiect: _ Mary WnndwaLrl I I rmrnt ar�� c;chnnJ -- Address: t � �• rri (1rPann Contractor: [ZL)Iiiw ('nn t runt inn (_ Sub Contractor: - --_--" I nnP �t�r 1 nrtr��ct r ia�nr — Truck Ncilfib Ticket No. -11-`J--L--- Concrete Supplier: Tort Timet/ tlri Load No. _L----- Cast By: _—_---- !» 3`+--- Weather: Overcast. — Temp. High: Temp. low: Location of Placement: Ralance of west. cleritneLer footings for addn. west of exi>t.ing hldy. ; isolated spread fc►(it.ing at. lines --- - Cu. Yds. -- Concrete Temp: 60 PSI a 1y days Slump..3_ L/dL_ Cement Type I--.---- Strength Requirement: _ 100 0 ' Mix No./No. Socks Air Content - Max. Aggregate _-- — _�-- --' _ --- Admix. Amount: — Brand: Admix. Amount: Brand: �- _ Unit Total Areo Unit Repot? Set I Test 0 Register Recd Dote load PSI No. Test Wt. No. i Days _-- 2670 4 —J`r---- 75,344 '.8.27 I I HAI 11-1 1 - I ------?— I -- . 8.21 -----!---- ------____ -8.7. 1 � f1 8�H1 11-1 1 -2f! _ � 11- 1 .8.7 ► Hold W)H I -- _-- — — - J i t Remarks: CC: SPI 1 y/tee/Kuroda -- -- -- - - Rr..,(wgr K GotrhaI Ci !.y of ligard _. _--- Tnsper. .ec re ar Gii io►T G► acemenTo c:oncre .i�aTWnve n .a Inn Jnr r►iinr aTT I:� to---- 53 Construction/nsrectirrn&Rrlater/Tosts Carlson Testing, Inc. —�---------- P.O.80><23814 Tigard,Oregon 97223 REPORT OF 6 X 12 Con[-rele _—TEST SPECIMENS Phone 150 31 684-3460 Date Molded: 19 � [ Job No. CP-�E+E+____-_'L Permit. No. 1 1 ->�__, . — Client --Ilnhinsnn Cone rncllutl��-------n-_�-- --- - Pro:ect: M [-V audwaL'd-_111' IIl[ nl ll'V Address: _1 ward (l,•P(IUo.— l•,0 . Contractor. 1nr•nn (","I'J I''Ll � 1 t 'fly' rn _ Sub Contractor: ---------_- -_---� I n, Truck No?Z licket No Concrete Supplier: I nnr) r; ar 1 n,lli�1 r iPg -- Test Time: load No. _ 1 Cast By: e�rri 0Vrc.isSt. Temp. High: _—_ Temp. Low: Weather: Foundat.i on WA I I S tor 6 hod Location of Placement: -- - Cu. Yds. Concrete Temp: -- _ Strength Requirement: _ 7ti(1(1 PSI (a ._)fi days Slump ; .;/d" _Cement Type ] -- Mix No./No. Sacks Misr tr 17 t; Air Content _ — Max. Aggregate _ - Admix. Amount: ._---.--- Brand: Admix. Amount: .--_—._� Brand: — -- _ Area Urnf Report Set Test® Register Date Date r Unit Loo d PSI No_- __Na. Days Number Recd Test W►• _ 67,869 78-21 7.400 102,100 8.21 3610 12 78 l3�fi0 1 1-71 2 4 3 98,100 28.71 3470 12 Ho to I d FJ`�(it) 1 1-2.1 12-23 _ � 106,010 28.2 1 3"150 12 I Remarks: ._ cc: Selly/I ve/Rued8 _.__- -_----_--- -- - Ilesseget K G01,01a I City of- Tigard -- i Constr.ucdon Inspecdon&Related TeM Carlson Testing; Inc. P.O.Box 7.3811 Tigard,Oregon 97223 REPORT OF 6 x 12 Cancrete TEST SPECIMENS Phone(503)684-3460 Date Molded: —_LL— ` --, 19—HL-- Job No. CP-3 61--- Permit. No.___ Client. _RaL mu ConsFrurt inn L - Project: Ma 14-)dtAL>t>JEIHCd f 1 'mr�nt ar„y Sahni,L ndd i t inn — Address: QL09 n --- Contractor: RnLs.ins.o.o.l:O s t i nn f n Sub Contractor: 1- s ier, r nr .--Truck Nn229Ticket No. ._d1t153 Concrete Supplier: Test Time: load No. r —_ Cast By: r' In r1^n ---- --_ — --- 35 Weather: Overcast, Temp. High: 55 Temp. low: — foundation wal1S for 6 pod classroom. — Location of Placement: Cu. Yds. Concrete Temp! - Strength Requirement: 7s,fltl PSI ®_213--_daysSlump 1 +id" Cement Type .I—_--_-- Mix No./No. Sacks ,. ►��, Air Content— Max. Aggregate 1:1�� -- Brand: —_. Admix. Amount: _—� Brand: — Admix. Amount: _ _ — Unit Repo-t Set-- Test Register Date Date Unit Total Area i PSI No.— No. Days Number Recd - Test Wt. Load 8_i rEiO 1 1-? 1 ? - 1 67,86 9 21 2400 3 1 � — — 8!i6O t 1-I 1 1 -�3 78.27 --- - -- '— ?.8.?1 � 8 8560 -- M Hold 8560Remarks. C, 11-77 78.11 C Se 1 iy/Lee/Rueda - Res':ryer R (iot.cha I 1 City of Tigard INSPECTION NOTICE Ci -- City of Tigard Building Department P O. Box 23397 ' Tigard, Oregon 97223 Phone((: 639-41775 Type of Inspection n!93 — — Date Requested�1 _�-__.— Tines Z A.M. _P.M. \ I c- Address -�`"== -�- -_ :moi. f Y YL- --- Permit Owner __. _.. _.__.__--_---------- _ Lot Builder The following Building Code deficiencies are required to be corrected: y 14 Presented to _— Approved Inspector � —__ Disapproved Date ----- CALL FOR REINSPECTION 1--1 YES U NO ConatrvsYion/rsprrNrrn K Hr/arm 7esrs CarLson 'I'esting;, Inc. 6 x 1l Concrnt.v P.O Box 23814 REPORT OF TEST SPECIMENS Tigard.Oregon 97223 —'-- ^`— Phone(503)684-3460 Date Molded: 1 1 -l.a , iy It I Job No, i-P 3 ifs!, trr!rm i I. MI. Client: R'nhin.nn Cnnr,t r 110.Ion Co. Project: —_ int y t/1'MI(IM I rl i I'lont,ti y `•)r.hnir I Add t t !rni Address: Contractor: I'uli i I„ wi I-:un,- t i ut l illi Cir Sub Contractor: Concrete Supplier. Lunn "I 'if l ndus t.I- t ea. Ilii. • Truck rJo.l66 Ticket No. 1. 1 Cast By: Test Time: ! load No. 1 Over r ,t-,: Weather: _ Temp. High: Temp. low: _ flint nit , ;� 30, 770, 10, S l 1 -r. ��, ii i�r V7, Vr 1, Y�1. Location of Placement: Cu. Yds. — Concrete Temp: —� Strength Requirement: 'WUU _ PSI QP da um .i t sSl /,'" Y P --__Cement Type � Mix No./No. Socks _ 1,", Air Content Max. Aggregate Admix. Amount: Brand: Admit. Amount: _ Brand: ---- Set Test(a Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. load Area PSI No to 67,908 s ! 2400 > --- r 72,931 �HI1 i 2580 `'--- 81.27 i 18.d 50 Rernorks "Q/l1Ui'U.t T i ilii i r1 Cunstruct(on lniperdon Q RdAtcd Tata Carlson Testing, Inc. P.O.Box 2.1811 REPORT OF b X I? Cuncret.e TEST SPECIMENS Tlperd,Oregon 97223 --- Phone(503)684-3160 Date Molded: 1 1 -2:� , 19 ff/ Job Na. 3fh)1) Perm r t. No. Client: _ Rol)1 ,nn Construction Co. Project: Nary Woodwar d I 1 wTwntriry School Add i t.i on Address: 1 i qw—d, Or egon Contractor: 121t1t s nsnn Come t r m t l oii (j). Sub Contractor: Concrete Supplier: Lonr> Starr I ndus Lt i w,. 1 w, . Truck No.?bb _ Ticket No. X11341-1 1 Cast By: G St.d 0l Test Time:Z;15 Load No. 1 111, Weather: Temp. High: — Temp, low: 1 Foot 'n(as 230, ?-20, )10, ! / t.11 ,'�� �"i�, ww V1, V?/, Y;' / Location of Placement: Cu. Yds. 1 Concrete Temp: _ Strength Requirement: 3000 _PSI (w 18 days Slump 3 1/2" Cement Type Mix No./No. Sacks_ x Air Consent Max. Aggregate Admix. Amount: Brand: _ _ Admix. Amount: Brand: —_— ;at Test ® Register Date Date Unit Total Area Unit Report Na. Days Number Recd Test Wt. load PSI No. -- — - - ----- H'�3 I 1 '_?A I I - ?r 67,908 lt3 l I 2400 2 72 93.1 >f ? 1 2580 2 I Remarks: I tf/I Fie/il(r( (I,r Cil,y (if Tipf-d Construction/ngxvdon&Related Tests Carlson 'T'esdng, Inc. P.O.Box 23814 Tlgsrd,Oregon 97223 Phone(503)884-3460 November 20, 1987 #CP-3665 FIELD INSPECTION REPORT DATES COVERED: November 20, 1987 PROJECT: Mary Woodward Elementary School Addition ADDRESS: Tigard, Oregon INSPEC'T'OR: C. Stasch 11-20-87: Inspected the reinforcing for footings for six classroom pod, S to 7, and 27 to 7.8 line and all footings for bathrooms. All reinforcing conformed to plans and specifications. Respectfully submitted, C,4RLSOJ4 TESTING, INC. I & 0 j'L Jot las W. Leach President CS:llo I cc: City of Tigard Robinson Const. Co. Selig/Lee/Rueda Resseger. & Gotchall i I i Conetrucdon Inapecdon R Related Teed Carlson Testing, Inc. P.O.Box 23814 I F, x 12 C o n c r e t.a Tigard,Oregon 87223 1 REPORT OF TEST SPECIMENS Phone(803)684-3460 81 Ct'-3fifi`.� hrrrmtt No. - -- -- Date Molded: _. 1 ] -2O � 19 Job No. — pUh1nS0n Construction Co Client: Mary Woodward [ lementary School Ad tit.ioil Project: T iq,trd, Orugon - Address: _ Contractor: Robinson Cl'ostruct i on Co. Sub Contractor: Concrete Supplier. [-one Star Industries, In Truck No. :)23 Ticket No. 41249-1 � 1 :00 load No. (' --- Colt By: Stasch Test Time:_�_ 60 40 1 air Tem low: W��Yner: _ Temp. High: -- Temp. Six class rooms Pod 1oot,ings S to / and 21 to 2F1 line and all foot.inq Location of Placement: _ t n hat.hvoom . 1 Cu. yds. _ Concrete Temp: 3000 2►3 ^ __Cement Type Strength Requirement: — _PSI �_ daysSlump 3/4" Mix No./No- Sacks Mix 4323 Air Content __ Max. Aggregate Admix. Amount:_ Brand: Admix. Amount: _ _ Brand:__ --- _ Area Unit Report Set Test® Register Date Date Unit Total PSI No. No. _Days Number_ Recd Test _ Wt. load28 21 i 7 8ti 19 1 1-23 1 1 -2 1 6b,188 ?.340 1 1 1-23 12 -18 2f; 85l`3 146.9 109,650 3880 8 7f3 8511-) 11 -? 3 1;� -lf; 13 21 1.49.7. 105,730 3740 8 Remarks: City of l igard w. as Construction Inspection R Related Tarns Carlson Testing, Inc. J x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS 71gerd,Oregon 97223 Phone(503)684-3460 Dote Molded: l 1 -2O 19 }l/ Cl'-tFifif� Permit Nn. , Job No. - Client: Rohirr.rn Cnn,truc.f tnn t_u Project: Mary Wondwarrl F l ement.ary School Addition Address T i c),(i (1, Orponn i:nhirt�;nn o�(st.ruckion Co. - _ Contractor: C _ Sub Contractor: Concrete Supplier: , one Star l ride,k r i e,, !n( Truck No. (, ; Ticket No. -l Cost B C. Stasrh ' :(1(1 y�— Test Time: load No. 60 Weather: _ Temp. Nigh: Temp. low: 40 Six cla- t and ' mt Ings S to / and 27 to 1N Iin(-r ,tnd al tnnt.inO Location of Placement: 1 -- Cu. Yds. —Concrete Temp. _ Strength Requirement; 30017) 1 t _ PSI days Slump Cement Type Mix No./No. Socks 'x Air Content Max. Aggregate Admix. Amount: i Brand: Admix. Amount: _ Brand: T _ Set Test (a I Re.3i0er Date Dote Unit Total Unit � Report - NO. U_ays ,� Nu nber _ Rec'd Test Wt load Area PSI No. —� 66,188 2340 1 INSPECTION NOTICE City of Tigard Building Department F,O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested_ � L 2b Time�_�--- —' A.M. P.M. Address Permit Owner — Lot #_ Builder The following Building Code deficiencies are required to be corrected: 7 7 Presented to —�� — — -- C_J Approved Inspector � Date ' ' n ] Disapproved CALL FOR REINSPECTION YES C; NO i PLUMBING PERMIT CITY OF TION RD PERMIT NO. : PLI370159 1 CI o w HATE ISSUED: 1. /SCJ/87 COMMUNITY DEVELOPMENT DEPARTMENT D [E F M f.N0: 71 iJ 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.Oregon 97223.(503)639.4175 JOB ADDFtL•-:SS: 1 1325 SW VATHERINf' sT "FAX MAP,/I._OT t S 1.34CC SUB: LT': Eh.: I.-AND USF. : L.OT5'I7E: IT E M NO: NO WORE' C:L A yip: ADD I'T I ON WATER C'L.OSE7 17 TRAP USE TYPE: EDUCATIONAL.. UR I NAL.. 5 EI{::FLOW PRVN T R CONST. TYPE: V 1 HF I_AVO:ATORY rRAF, PRIMER OCCUF. ORP. : TUB SHOWER GREASE. TRAPS L DISHWASHER 1 GARDACE. DISPOSAL- NO. ST OR I ES ISPOSAL-NO. STORIE:S: 1 WASHINO MACHINE DWELL.., UNITS. LAUNDRY 'FRAY ".11 DL..DG. DRAIN (Dila FI-DOR DRAIN 5 131 NF' 7,8 SEWER (FT ) LOCI CCWATER HEATER R OTHER, 0 f;EMAF;k: : wor)dwiard elem. c,h. addri. r c2print raf 87015ri TIGARD SCHOOT.. DISTRICT � PERMIT $ 2 0. 00 W 1.71,17 SW PAC 11WY N T I GARD OR 97227. FI X TURES ( TATE -FAX OTHER C DEFFFNBAUGH ( Fil16 N L. D. PL.UMEINC T 3472 MATI-IE14'r' RD. NE A qer~va i s lar 97026 C PHONE: (50.3) ti 93-6545 T , TOTAL: $756. 00 o RE.f.3I:�T'F".ATT17N NCI, 19f350C1 R This permit is issued subject to the regulations contained in Title 14 REOU I F:ED INSPECTIONS of the TMC. State of Oregon Specialty Codes, zoning regulations arid all other applicable codes and ordinances, and it is hereby PLP. UNDEPSLAE agreed that the work will be done In accordance with the plans and PL.D. TOPOUT specifications and in compliance with all applicable codes and RAIN DRA I Nva ordinan:es I he issuance of this permit does not waive restrictive SEWER covenants. Contractor and subcontractors shall have current city I business tax .-ermits This permit will expiry and become null and WAFER 1.-.INE void if work is not started within 180 days.or If work is suspended or P I NAL_ abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved Permite nature ~ 1551-Ied By FOR__.TN PEErCTION _63?--41.7`i I SEPARATE PEIMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE BUILDING PERMIT APPLICATION DATE— THE ATE'SHE UNDERSIGNED HEREBY..PPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE L OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER ird Sc LOT JOS ADDRESS _ r N0. — ---- — ---- --- ARCHITECT ENGINEER " BUILDER ADDRESS DESIGNER STRUCTURE C.J NEW ❑ REMODEL C]"ADDITION ❑ REPAIR ❑ RENEWAL F1 FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM 0`EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE LJ STORAGE ❑ SL_AB❑ FENCE OCCUPANCY -�►ir+s--- LAND USE ZONE 9*65T"AR)G.TYPE ---FIRE ZONE—...—PLAN CHECK BY - - HEAT _._._ Ade1l..tlons stili alterations tc, MaryVijadward Elementary school �^- ---- ---- SEWER_PERMIT M ;3 7 G OCC_LOAD FLOOR LOAD HEIGHT 15 r NO.STORIES ` AREA 353.D(00.BEDROOMS_ VALUE BUILDING DEPARTMENT --' SETBACKS--- --_ `�F,� � -�---_ -- --- FRONT 1 0 0+ REAR LEFT SIDE RIGHT SIDE Permit , , 433.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE.CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 4, 193.45 WORK WILL CE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE �C s' WITH ALL APPLICABLE CODES ANC' ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal r. " 2,573.20 RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax _ 1 �a LACENSE.SFPAPATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total_- - 13.521 . 30 SD``C�—t lI�6S]n((,{{n�I'!. By •1 6 6.! PDC# APPLICANT COR AG 4T W _ Recolpt No. -- - Approves • 5 4.6' L( ADDRESS - --- ---- PHONE - 1 , �, RATE INSP, TYPE INSPECTION REMARKS PLUMBING DATE C S S p Contractor L_ O. PI b Permit No. //- C3 _ � l�y—ziZ�_L 'G/oGfe1 ZJ �ZT�/L Ro h-in �X - -- — Fixture f 1 r, -- Final ^ %,za 5• ! / i -_4 — -- HEATING — S , J_..7_�L�1L1 ( / Z A I tfaCtO/ Gas or Oil ,! Rough-in -�Z"�ZlttC1lu.,w._ G/_ _Y=1_�� ��Q Fina _IQ *T✓ �.-- 7 t'-/J—Y C t -- /--,--C— — SEWER Final — .L-Jct= Imo- L AY — _ Final _�p _ Storm Drainage (Rain Drain)Final — ^ — -- Curb&Street Find—�-- —_ APProadi --- BL XF DE T.!rItipl- TEMPORARPY CERTIFICATE GCCUPANCY ka Final g C IFICAT�E OCCUPANCY _ __--- �--- 2/ �1 /� LCD. CYC �il +�,� aO'CC I -/S Zoning Hnel ZG �8`8 ./� ii�.,c.�.(s.� 2 2 -•2�/ , f��L .�.�.e � Q�'sga-•i.o�w.- /"may/► � / �/ XC7k /7 ✓�f'J V,1 ..ld ��.1..y..vC��.c q. �w r-/A".�-�d O� ✓� ,^otic.. � .0 1, .-�...t.t-c.�1. .L-e'-V�,..- !.P (�-„^') 3-/S "J/" o K QQ a011- ?.�.Q� ?.fs f c P�•t,- io�e,�P.►w.�1? .y,�,fl,,,�� X ,te a C/� ,s., S cuQ�� �ll��i�f� -�t�/.,-o-b�•'�"C!!.Q.�.m•z.-��v.".2rlQ-G� �.J a �s ..�...,.y.Zi.!-� m.�... a,h 4;� p S.,P��.,Atc. Lam. / 7 -u.G tv�� ��..w.�...Q v �,d✓7d'Lt�J�+���/rr-ti)J .G.�t:a.�1.��/� C�.�.0-ta-.q coital'.A�"s- G 6 g �p� .tr-+-o-�� ..j���,�-- .s+���-'� n.,..�--,, i•c/tet-4' 4 6(' fir_f - _�tKf• �7't��� ...Ci'�'L'� �"�. /C �) ali CnAJ S � l"l jl ��AIfZ�l��.ya,G.C'`"�� �iC�C.C/f1 .its.^.[-C/�, •�L.LSC�Z•v�- //�� .��i- Vc( „N-d�L 'L �a /y✓1,�,1 Ol��A.. i IA i i T I CITE TI ARD � October 26, 1987 OREGON Mr. Xay.ler Rueda Selio, Lee, Rueda Arch. 213 SW Ash Street Portland, OR 97204 RE: Mary Woodward Elementary School Addition, 12325 SW Katherine Dear Mr. Rueda: A plan review has been conducted for the above referenced project. The I following shall apply: 1. No construction shall take place from 9 PM to 7 AM. ! 2. Dust control shall be provided as needed. 3. The approved plans shall be on-site at all times. 4. Passage doors 1.022 shall swing in direction of exit travel. 5. 411, suspended ceilings shall be seismic braced for lateral and uplift. 6. Suspended light fixtures shall be provided with a minimum 2-12 gauge wire ties. 7. All suspended ducting sha' l be seismic braced. 8. Exit signs shall be provided over doors 504, 504A (music room) . 9. As per our telephone conversation of 10/22/87, exit 4igns will be p -ovided on end walls of passageways 606, 615, 1006, 1009. 10. Details are required for construction of Type 1 kitchen hood, duct shaft . •" 11 . Fire dampers shall he provided on duct openings into arcade. Tf you have any questions, please call me at 639-4171 . Sincerely, Brad Roast Bililding Official c5/15211) 131?5:SW Hall Blvd.,P.U.Box 23397, Tigard,Degon 97223 (503)bay 41 ;l - - — TRANSMITTAL CLIENT PROJECT TO �' T��,� BY DATE 7 TRANSMITTED HEREWITH L-COPIES COPIES COPIES 14 REMARK'S cl RESSEGERi GOTCUALL 631?W5 19348 S RIDGE ROAD,OREGON CITY,ORE QTD45 ' l l EV% L t. E E/1.,�tJ T C! E A L L. lekPh rro A71 109.• r R 0 RESSE3ER/G.E GO1CMAll—CONSUI TING ENGINEERS 193101 Smlh R,dge Bond --- Chegon Coy,O/egon 97WS 7_ 2/J P-7 © fie- a-r-4 YJ SOIL — C c n JC,t'E"T — ,C"C Fe/ i s 77A!�:'e.e--- X 3r wo:lC) 7 4,4S S7 4� ( ,fit�) T�Z T✓l r� -- t��? 2 .vA/G e-10 00 PRD,T� �1 4, 71C2 l� L. GO`v lekphone 6;1 2095 L RESSEGER/CGTCHAL L RE RESSEGER/G l GOICHAII—CONSUITING FN',INEFRS 19348 Smth R,dge Rood Oregon City,Oregon 9M4.S _2 v to yL i Z- L- r A(I " _5 '`' , c2 �� 1 •�-ice 1S •p � o, G �/ 00 RESSEGER/GCTCHALL TRkt*�e63I"S c� z J R.6 RESSEGER/G.l GOTCHAU—CONSULTING FNGINlFRS 19340 South R.dge Rood Oregon C-W,O,egM 970/5 �� ©� 0 Z l 151LI = 3yX B Lacs — (2 1 Ty 2 x/,lSx 2� 30 -/7/9 4F) />+� I 7/'L /va moi. x �7� t . /y•ciG jy >c � -L 5c/�>-7r- RESSEGER I rC;HAL L Tekphone 671 1095 R 8 RESSEGER GA GOICHAII—CONSUI TING ENGINEERS 10348 S fh Ridge Road — �T 77,,- 7O'egon Gty,Oregon 07045 / /`fir r 5 Yl 2a�-y3 16 s 5 17 q 75;a of SEDER/GD TG'HA RES L L 1ebPlKn'e 631 2095 19348 Smth Ridge p.a pESSEGER/GI G07CHAII—CONSUMING ENGINEERS aegc,�Gh.n'W°"VnI1S Z r 3 �� T� ZS x 3 2 L . y�S RESSEGER/GGTCHALL telephone 0312095 2.8 RfSSEGER/G.l.GO7CHAll—CONSULTING ENGINEERS 19348 South R.dge Rond Orocron Crry,C>'egon 97045 / _ 017 ��d o o ✓!J/tlf I/c All 1-2 77x- 75 2 � X73 RES SEGER/GCS T CNA L L Telephme 631 2095 R A RESSEGER/G.1 G07CHAIL—CONSUI TING ENGINEERS 19718 Swdi Ridge Rawl -- O'e9on Cay,04e9on 97015 D �.✓r=-r' u ""� I� ! Lir G' r r 12 -- - RESSEGER/GO T CHA L L Telephme 631 2095 R.5 RESSEGER/G i GOTCHAII.—CONSUtTING ENGINEERS 19.3411 Sadh R dge RoM Oregon Cov,Chown 97015 m /"0;75 �PoaF t,.11 o SCI CX 3c:) 7�.0 'h x* 12, 3 s 3 4/,t 3 a, aur x Z Z,. I L-RESSE,,jLRIGOTCHALL TekphoneA717W5 B RESSEGER/G I 'OTCHAlt—CONSULTING ENGINEERS 19348 Souoh Rrlye Rood — -- — they...C,ry,Oregon 9AW5 i _ .0 C0LAl r 5x �y " y z -x/ . Q � J LRIGOTCHALL Tekphrne4317095 R.B RESSEGER/G.l.1407CMAII—CONSUOING FNGINFERS 19319 Sooth R,d/e RoM — O oWn OIy,O ogw 97015 '75- Z 74/0 ILI 37u ',70C- 'L C7c^ 937f',Sr %d �� Z 2sr� — / 2 -7 d ' 3�yx�, 7aa.�c y'2�z. D/ c�� -i1373V dlc RESSEGER/CCTCHALL lnkph—e6312095 —� —CONSUl11NG ENGINEERS 19348 Smth R,Jge R.B RESSEGER/G.L.GOICHAG O,e)on Gov.Oiega-91LAS es_ r z �fhE 7,K 151 YX 177- IF Telephone 6J1 2UV5 L�ESSEGERIGOTCHALL _ 10'4q iwth R dqe Rord R E RESSEGER/GA.GO1CHAU —CONSOOING ENGINFFRS Owgon Gti,Oreq�x� '�'✓d00r�✓A-,20 5 TA-.Rs 5,,5 X 3 �1�4J 2 - Z x/ t RES S L GER/GCT CNA L I_ 1 lephone 631 7095 R.6 RESSEGER/GA GO1CMAR—CONSUOEING ENGINEERS 19718 Smith Ridge pond --),ego.City.Oregon 91045 /'�I LZ�f 2 rte-+ �- L A Qr2 � iJ oc►� .:�t/�-�[Q, 71 31 f /s) X�S f 7) ' /G ro ,k /Z. 5l, Uva /4 fv < 5M _ L/, LuJ 12 Sv S )< �Y�) 2 3f5 k RESSECER/CCTCNALL_ Ielepk.e 631.2095 ►c R.0 RESSEGER/GA GOICMA11—CONSUITING ENGINfFRS 19.148 Swh Raw Rind CMsgw Cih,Oregon 9AM51. Y'U .�-r d' L 2 D NC�c Ail l7 P5 F X 0, ;?ax ;',� GL.�4� daM Poo �W000v✓A-Rr�� F,,r�G�c��7 _.-._-.---_------- `=y Ll Jj �a 2 y fed' 0A14s - 1, 33X 78 x 2 yz 2yy� oK �/,� Yl L3OL7-S /.t4r?, / // /'`!/rl ��`y s 2 * ►/L ,, 1.31 1 19G-0 - 4N 05/4- .�< RESSEGER/GOTCHALL 1eleph�ee3I7Ms Q c_< W RESSEGER/G l G07CHAIL—CONSUI TING INGINIERS IV348 SwIh Ridge Rood Oregon Cib,Oregon V/WS AJ le or)T b 2o P5R x /_ /eo 1F7 � h'our 'b/a P14 , Y Z z 2 30 /I 7a T.Q L. C2 W A L L S /00 w l V r ?3 70 / FT /Z hlLL 'X, //zj,7x/rrYG • yoo Q,i35ov X/S = 20, ZSc7 a.r t1 G 3 d 1. 5 (0 0 0 A, q, /5/S ti z 5 icy y' W arc.. �7 --�' ",'��'� i•` lelephme 631b95 L-:SEGERIGO LE193 8 Sough Rdge Cocx1 R.B R[5Ek /G.l GOtCHAII—Cn`15U11iNG ENGINEFRS Utegon Gtr,O�epon 9/x15 -- �;'•-_lam, �-�'' �-- /+ {�.-� ��-..__ _ __ .__ -._' ."""""s--.-.}..,._s..�--- ._�..� EED= ................ 7'0 CJiA-�NIC i REV SL V E 1/GO/ CHA41 L L lelePh +G31 2D95 R B RESMGtR/GA GOTCHAU—CON SUI TING ENGINEERS 19748 Savlh RKI"ROM 0,90.Cay,a.gon 97015 t L /aS o g , �f /✓�T s; E z /10101 3- 0 /71 1.07 012 1.4. 1 c,11, omq -k► 2,25 39.8 0.2� LO.93 qq,l n.25 1.2-1 2;, o 32. 43 -G 1,75 51.y 0.1 / 1,70 3 ,33 3 ;,V `2017 6.3G 2,24 9-0,15- 'Z y8 aro V7, Z 2 •9n 9- #5 Y2.Z- 5T f, �y t o,So 9 RESSEGERi GO T CHAL L Iekphnne 631 1045 - R.6 RESSEGFR/G.l.GOTCHALI—CONSUMING ENGINURS I9I48 Swth Rdge Rtxd O�epon City,Orsom 97045 G,U��is � ►''I Pc-rpt (.� � ' � - `' �r !I d r - r�;t► wA��s � ' — *y -- `f f a� aR7 w f�A L L ,ei��h��G71 X095 RESSEGER/GOTC — -- — 19718 s wth R.dge 00 / R.! R(SSEGER/G.I.GOiCMAII--CONSUMING ENG���[FR, Ofegm Cey.O.egon 97015 _.T—r,`r-r �y1G-�% �' � 1"1'� •r, r C /� �.-.`rr /.lfl�"r!� a� '��'/� f� ill/YT L C o -'-e aad T I.7i�Y2�E%yTE L•0/�-v �.���, 4.� �.�� T A-L�.-J4 J 2� �'� L�cu� 44 IVY T ,f y25# 3 ✓Ait� /Srti�J 3 r✓,4/15 Tor4L. NAIL � f yds J 7'1 9 71Grc/ 4, dle— peri-,1,",4T."J p/c i PESSEGEPJGOTCHALL 19348 SO RIDGE RD . OREGON CITY , ORE 97045 ENGINEER . . . . . GOTCHALL DATE . . . . . . . . JULY 15 1487 REVIEWED BY . . t t10MENT CAPACITY OF TILT-UP WALL PANEL r 3 RATIONAL METHOD PER .APPENDIX 22A/PCA - HOTE'B CN ACI 318-77 ti CALCULATES MOMENT STRE14GTH Mn AT Pn =Pu i phi LATERAL DEFLECTION OF PANEL AT MOMENT = Mn ALLOWABLE MOMENT Mu FOP LATERAL LOACS + ECCENTRICITY + P DELTA INCLUDES PED_iCTION FACTOR R FOR PANELS ON ISOLPTED FOOTINGS LIMITATIONS Pb Pu / 0 . 70 Lit 511 f 3EOMETR Y L = WALL HEIGHT C=3 FEET T = WALL Tr I CKNESS 1=3 I t41;_:HES D = DEPTH TO As, 1=:1 I 4C.HESZ W = SE1--11ON WIDTH C=D FEET E = ECCENTRICITY C=J INC►IE' NlEk URED FPOh1 C:Fi4 EP. OF WALL ) @ = PANEL LENG1h C=7 FEET C = BEARING LENGTH AT END OF PANEL C=3 FEET SUPERIMPOSED SERVICE LOADS PD = DEAD LOAD :=7 KIPS• 'DL = LIVE LOAD C=] k:IPS ='W = 1 12 WALL WEIGHT C=] t.IPS WL = WIND LOAD C=7 POUNDS. =.C1 . `T # SECTION PROPERTIES F = C:Ot•iCRETE STRENGTH C=] 1 S I FY = STEEL STRENGTH C=7 ' .:I AS = STEEL AREA C=] SCI iN r Z/ LOCATION-DESCRIPTION. . . . . . . GRID BE Fy' 60 . 0 D= `6 . 00 PW= 18 . 8C Ci AS= 1 . 32 W= 2 . 00 WL= 20 . 0 E= 8 , 000 F.'= 1 . 000 H• T = 33 .0 MAY VALUE _ 5,:0 PNEL ON CONTINOUS P0071NG CALCULATED VALUES for U 1 , 1 *D + 1 . 3•*L + 1 . 3*W PE = 104 . 9 KIPS MN = 660 . 7 k::IPS PN - 55 . 7 k.:IPS IE = 381 . 9 IN-4 DE=L = 3 . 3 IN MU = 284 . 7 1N-KIPS PHI *MN*P = 537 . 6„IN-I!:IPS PHI •CMN•.R , P1u , SECTION IS ADEQUA'E -------------------------------------------------------- iOCATI7NiDESCRIF'TIOt4. . . , . . . GRID EES 1EC"METRY SEPVICE LG.ADS PF=iPERTIE=• L= "2 , 00 PD= 6 . 90 FC'= 3 . 0 T= 8 . 00 PL= 13 . 20 1 = r;0 Cl D= 6 .00 PW= 18 . 80 -- i W= 2 , 00 WL= 20 . 0 - 8 , 000 F 1 . 000 �, tiLiiE = 050 PAr,IEL ON CONTINOUS FOOTING CALCULATED VALUES f Qr U D + PB = 104 . 9 k:I PS MN = 544 . 7 k= IF'S PN = 26 . 9 I'.I P IE = ?25 , 5 IN-4 DEFL = 3 . 3 IN MU = 139 . 0 IN-f IPS f- PHI*MN*R = 466 . ' IN-1 JPS PHI*MN*R Mul =EC.71ON !r .ADEQU.ATE GEOMETRY SERVICE LOADS PROPERTIES L= 22 . 00 PD= 6 . 80 FC= 3 . 0 T= 4 . 00 PL.= 13 . 20 FY- 60 . 0 PW= 16 . $0 S= 1 . 32 WL= 20 . C, 8 . 000 PANEL ON CONT I NOUS FOC:T I NG ._ALCULATED VALUES for U = 1 . 4*0 + 1 . 7*L PS = 1 04 . q P-IPS' MN = 7.2 7 . 0 I- I P'_. -- PN = 73 . 9 KIPS IE = 425, . 4 IN-4 � DEFL z S . 1 IN MU = 310 . 6 IN-F: IPE. PHI *MN*R = 573 . ` IPJ--I: IPS PHI *I,1N*P Mu , SECTION IS ADEQUATE it v J� r 1 i i 1 •.r lv � asr *� +Iw +aF RESSEGER/GGTCHALL Tekph�veA711(K5 ?1� /7 1 R.B RESSEGER/G L GO1CMAli —CONSUI LING FNGINlFRS 19718 Smth R,�°Row-i 1 Do9w Cory.Oregon V7045 ----fl rte, � 1. �' n.� ��` J '•./,7��;,.'r=J� D ,r � N , - -- 9�/ A 1 vo Ao W4 71) (/Dl 3 .7 � 0L !. 1;;; ' rND 1 /l� 5 � 7 ) CZot .S) 3� iL) t WAy � I/ 7) 770 �J D rV ✓ G a 7-7'Y� r 0 0✓ �-C� ,r IN � 2(►� ? 6 0v 2- R -SSEG-ERIGOTCHALL Teiephane(a I 2W5 L 'A R B RESSECIR/G.1 GOTCHALL CONSL)tlllJ(-,F—AEFRS 19348 Sm1h Rdq�P�d Oregon Cary.0,99M 9/LWS e-,ae,r f 4,x y 7- 00 6 VO D �. I1, 88� -7 7 7�v P n- A7p j 7,7f Z--O 4- tF_p = AL ER L l..JVL...�,ER/�'CTCSAC.L ,ekPh�,,,e,�,l.�s19]48 Soth Rrclge Rood RESS,GER/G.E.GO,CMAU--CONSUlliNG ENGI,JEER; O.ug,City,Orogo.9IU45 � o�qL, ,9IJ1//1. pi/vf-f : �!�►✓ L ragoo rl y�v !;�,r� /leo vac—X Inc_( IL j=� JTZ .Ir-�1' r7 iL n'I J/'1'+�r•-�' D 1C 1 i�.I�?�iL L�P. a ^—_.r._. :__-_ei e___ —s �, � o• � U s �/f,,$€ /yJ o/1s rte,✓%J f}% /+r r o f'l. RE \_`EGERI-70 TCC Lry L L fekph:ne 631 2095'— �.�/�/�� 7 R 0 RESSEGER,01 GOTCMnu--CONSUI TING EN INFERS 19340 S«dh Ridge Rtxxl O,eyon C,N,O,egcm 9AM.5 W1019at, 'p Lys C -' -- t_ / ,/ �7 I ry�� l 9L ('� [ yl11r J!'` ��p - /// �/�" ��r',C!✓� ; 0110 ),,' L �f� L- ✓ / 5 � �'��G' L�'��: �,� :u 1�'n �l� uJ6,I �J�1,�h '•!J/'� �0, ��� 3, 17 L g7 -f6u 4 job 14 it 0" z jpzo0 1. G�9 L f�lvrr, f 'J� �I�'."•�•' c G X91 h r h rntA- '4' LqESSEGERI GO TCHA L L ietepho,,e 631 2095 R.b RESMGER G.1 GOTCHAU CC)NSUtTllJC,MG)NURS 19348 Smfh Rdge Rood Oregon C".Oveyon 91045 (R7 1,17 V VAr 4- �_7 0, 3 7- 7 7 r4 'P4 60) Z 7 75 0177)( 761) tl '7 (76 f) RESSEGER/GG T CHA L L 'ekphome 631.?MS R.S.RESSFGER/G.l.GO7CHAll—CONSWING ItAGINEERS 1934E South Ridge Rood Oregon City.Oregon 97WW +11 - � /• 3 G. �- �. �_S AID i IG 'Lr �' �:� Vol 6 y A Jb o r` �dirV PANS` C', '6 lly/ z 116 / .1sr- o, S� �.4'a�� (tiz�� �► y�)�� ! iJi��) ,x.35' �. 3,?3 � �/ 0. �RESSECER/GC T CHA L L iekphone 691.1095 R.8 UcSfGER i,l GOICHAU—CbNSUITING ENGINEERS 1034E South Ridge Rand — -- Oregon COV,Oregon 07015 1 Ar YZ IL �a6 ,- iy4 9 y. n'►G f 1�, / ,1617 1 3r 1 03, 33 ) Z 191 qWX WINA wW raR 'M mol RESSEGER/GCTCI ALL 1°Iephaw671"5 19348 South R dye Road R.8 RESSEGER/(i.l.C,QiCHAII—COhJSUITING ENGWFfRS Oregon r h (,eyon 97045 GWif Z, ^/9 It 2- 00 .. _. . o TY - - lPA14. 7//0 Tp 17�r- IL-G,Q/ ?'OP .� /1z tacp IV ._ .. t Aka '— • i I y t_ tt _ } RESS�GR/GC T CHAL L lelePhone 631 2095 R B RMSECFR/G.t.GQiCHAIt— CONSUI TING ENGINEERS 19318 Swoh R d9e Road (� V Ore lin cov,Oregon 91045 ypeP�rLi W 00 h��R�� G sin► �r z,o 7, 7 APJrRO � a�� T 10 s M 3� Lo . Ala , i fop.qN -71 IL yx oft- - 710 1�`r z - 6. a.»o1 C►,�3 : ti /6, �` L KESS EGERI GG T U NA L L Telephone 671 2095 7 4 P — 9 R.8 RESSEGtR!G t GOTCHAU—CONSUUING rNCiIN[rRS 19718 South Rdge Rand Degon Gti,Oregon 9AMS r I K- /K ` Ik I�r l _ _ �n►t w i• 90 i Il/,f,[ '%G r�a/z- ;j,� � Dr'P�'`{ � 1 G Ji-l T/c�?•c- y07 Z) lir 3rV Z_ I7Yt•Z] 1 d, a p (f-L' o) AO I eyrrL Sig 6 01A PICA I �� ✓ g,,` ;._ R ES S EGEf a I u C T CHI L L �— Telephone 631 2095 IIILLL i R.B RISSEGER/G.E GOICMAU--CONSUETING ENGINEERS 197 8;cxdh 4dje ROM - -- O,egon City,0,e9on 9AAS d o r 1r;i�n,_� - o✓x=�- �i ���i f' i ISI C- i D } L r ' 5-L nz7ey �h 7fZ %Y �b b� 0 T �f _ ?6 1.4ii i J ' i h Z-96 • G 1. S 7 4. '.4 fi 1 /L7 �r �� s� = b �9 �� sa I P,9, l RESSE-_GERI GO TCHA Telephone 6-71 2695 R B RIESSIGER G.I.GOTCHAIL—CONSULTING ENG�Nllqs 19348 smite RK*ROM Oregon City,0,69M 9AA5 ------------- 41- 401 ja DIP Pa ('qA a) 4.L I. 7- IVA- 1LY-) a 3360 _7 lye- z z C2. -L q a ni, ::;P 7 2-0 11 L Li_d. RES L-S v�.•41 L I !/UV ! C I A L j.. TebPhone 471 2095 R.B RESSEGER/G.t GOTCMAtt—CONStA TING tNGINEERS 19348 Suvlh Rdge Rmd O.ega+City,O/egm 97015 �_��� .�t�. ii �� ,tom/"1 ✓� ' ' ----�.._ 0) 7, ��z1Czs>L 1 90 4 + 1 _ 1 i I ' T 1�0� 4 I 1 . 77 i Li I ,A�o 0 a,VM'0., ti � I ' /00 pyo 0 , 6u o by y o A-7 L, bh � e h4 ! e ,2 oar= A t L z z_ (s- 17 2 E �s�y... Z � G >�••r 7 2 2 �� 6 :51Y b 0.r9 r_F/e �• L. rj1�r; — 2 1 PsS'r' 1r'+ 35° c oa riO, z — i ANA�y��s FAX- — ✓5n..r , tuApl z-� /0 kv G� p �i7I7 o✓ L A, 's .7 /S"r f , — 16i .71 ) pyo 3,27 1.27 01 �">z r ' JNDoA /2 "g. 1 171.1 e, Lour r i MID _ r � _ � r j I LAP "r/7:I' JLr�f_ ✓1 I if sok . FAri rjnf jcf,�L I I ;CA; wr To 6. Jcn ��J �. �. �, , r�XS. — vA,;j0 )V r I-V oua = 2 90 v p�G, ✓ALvAa _ 1,3j—C 0t'u) 103 I fIA� 4r/ Tct� Jc /II 75(yovev)&!j? (G.I�,r) ! 2 # L r /o"vo ( c r RESSEGER/GO T f;HA L L Teleoxm 63I 2045 / R.! RfVe CER/GA.GOTCMAU—CONSULTING ENGINURS I9748 Sash RKiw R«xi CMegon City,Oregon V70/S �� h/aJ� ✓V r Ji -- _ 7r, t :r �'j AJC? l'Y'��)j 3LID/ r/ vd ? l AID f 41 _1�/� �r9DG ,rJ� !•/n./ lY/st `L� �e�on„ iN1 I r a. } 1, 71 i ro r�Gf G v/9n Gl l✓ el �.. l Y PA/� + , Gv� = t els zoC tip): x 4.1 L4 RESSEGER/GO T GHA L L Telephone 631.2095 eA7 , v R.H.RESSEGER/G.l.GOTCHAlt —CONSUI TING ENGINEERS 19348 South RKdge Rood Oregon Gey,Oregon 97045 �iyp�Ln S6.Jf00t,s P✓/G�7tPJR1 �.yp,� n r./!'r. r ^ l T'r . Aft-e-AnC ---- fox I _ I I 1 f 69VI i'?qr µ - .076 [L Z i - RESSEGER/GOTCHALL T0100 ,e 631-M% R-S RESMGER/GA.GOTCHAI!—CONMATING ENGINEERS 1; a Sm R Ckegon CiM,Orpw 97W5 G orNcT/47,V Cit) L � .� f_ .. 00 zoo �- ' ? i OO 9 Pflt � L l8 �Zo� �t.$) La llToo _ p r Opp - 0 A. IT I; Vq L A/)r- I � 0 1 1 l .. x`S f Ine D Caw cc.t.t� o i T 74V LREssEGERIGOTCHALL Tabphmm 631 TORS a ,/ I1.6.RESSEGER/G.I.GOTCHAII—CONSIATING ENGINEERS 19W Swit,Rd90 Road 0.9900 City.OrOgm 97015 —T-- ----.4 N ._._ — fL G/9D w 7-kV 1.• 61 yi2 G G�9/f o aAL f 7'1,4 i A o°A 7a W)¢ J,2F _ Zf 1 _ . - ,... �' ._ 5 g � �� ,� . rte- . �I�i`�� • - - �17`r --I- I � ? 9� .l '.1_.y_.1. I i_ 1 _i. _ I'7 J / -...... % f -1:..� 1-.l ` i 1 '. _ L -•+__'f'�y_.•. F i_-__. .._.... i 8 flo j -Ll� Z .--- t fIj : ' I . LL.Lr-L RESSESER/GD TCHA L L 1nlevho"6.71.21)95 , y 7 �. 0.8 RFSSFGER/G.L.GOTCHAII—CONSUMING ENGINEERS IV3/8 Swth R,dpe R«xl 'r7 �_/�' _ O'eq-Coy.0M09M 97015 - �nt l .Q r .mow%ZZ•��s L �s x,11- T'o ,�'� v/✓J A,3 t p r r; ' 1 n/o w A ✓,cn y - s'Q r,/. �� 010) Oro eAr $ oo -- !,� .96 (V Y) or VE------- o 4 1 F { 1 SELIG/LEE/RUEDA AF:CHITECTS AND PLANNERS ^13 S.W. ASH, SUITE _,)I PORTLAND, OREGON D7-,,')4 PRIDGEPOPT ANI) MARY WOODWARD ELEMENTARY S,_HOOLS ADDITION AND REMODEL FOR TI6AF'D 51--HOOL DISTRICT NO. 23J ADDENDUM NO. 4 20 OCTOBER 1987 PAGE 1 NOTICE TO PIDDERC: This Addendum modifies the Bidding DoCuments i,j,' the above Werk: only to the extent indicated herein and all portions thereof not specifically affected by this Addendum shall rtroain in full farce and efrect. All Addenda shall be addi•d to and form a part of the Piddinq Docuroents. Please acE nowledge receipt hereof by inserting the abC-ve Addendum number in the space provided in the Prop,_-sai Form prior to submitting bid. Failure to do so may Subject bidder tc-, disqualifiCatil_-In. 4A SPEC'IF'ICATIONS 4A-1 SUF'F'LEMENTARY GEN. -ONDITIONS - APTIC.LE 20 -- PERMITS, FEES & NOTI1=ES Char ae to read: "Owner will pay Plan Examining Fee and System Development Charge which includes Sewer Fonnl��ctirin Fee, Water Connecticin Fee, ratcnrn', Drainage Fee, Street luc•vel opment Fee acid Parr: Devel apment Fee. Unless otherwise provided in the Contract documents, the &_mtractor Shall secure and pay for the building permit and ether permits and governmental fees, li,_enses and inspectir.tis necessary for proper e ;ecution and completion of the Werk which are customarily secured after e,%ecuti._m of the Contract and which a:-- legally required wh.-n bids are received or negotiations concluded. " 4A SEC=TION (0300 - GLASS °< GLAZING - 2. 1 GLASS Under - Clear Insulating Safety Glass (C. I.S.G) - Change t,.- read: 1" thi..I , Clear, metal edyt tferrnal insulating safety glass, 1/4" thick t _•rupered fares, hermetically sealed. Five (5) year quaranteF. 4B DRAWINGS 4IJ-1 5e� attarhod Iite•rfeci, Engineering Drawing Items. 4C APPROVALS 4C-1 Sec attached Interface Engineering Substitutions List. FND OF ADDENDUM BRIDGEPORT !< WOODWAED - ADDENDUM NO. 4 -- PAGE 1 IN ERFACE ENGINEERING IN(",-.N. Consulting Engineers W 11�►L�,J I-i i I Nc'; 1 ' I V �J1 S r vrY \ Y1 C-6t, ' I V" . i No. Colvmv'ib No. �' M Uri I G ��lJJ7Ti'�1 �j0�}-. I� G; '��ti ACU �� YCW� O� 2�� 2.� / ...j• . ��. jvni Y� ai rC-2.. art' jpcr na!-f 7�ptI PROJECT BY; DATE 'o Cl—-7 a 1 IE 104 INTERFACE ENGINEERING INC, Consulting Engineers � r �•.1 ; ;�� lig 1 I !CSI il,,u I ci 2 5E> 1201 U JW 1-I�Hi 'cp t, Z- 242-G� - W5-f�1�1 Abp L 4- W KAI 5CO Co I v V) loi a �?Z if — =W5 � X19. 2 ESE3 -�J� 'G' - t� i I l i avv�•o.- 8?�-Co - M 1.-�-- 12,Dd - NI c Ph 1 laces.. �'��'•- �12!-:�;E. - � l�iarco 5100162 4L� ( V'I C-0 v--a V-d - MG �I�� �� � - �- ►t��o�ia a 1� 12n l '� vJ i I 1 i cvrti�'� 1122 - �VJ�•15 fo- I ZO Tape ' J' .� Q PROJECT BY DATE-.o ��F 8-7 e ,04 SEI.IG/LEE"/RUE DA ARCHITECTS AND PLANNERS 213 S.W. ASH, SUITE 01 PORTLAND, OREGON 97204 BRIDGEPORT AND MARY WOODWARD ELEMENTARY SCHOOLS ADDITION AND REMODEL FOR TIGARD SCHOOL. DISTRICT NO. 23J ADDENDUM N0. 3 19 OCTOBER 1987 FfBE- 1 ' NOTICE TO BIDDERS: This Addendum modifies the Bidding Documents for the above Work: only to the ettent indicated herein and all portions thereof not spe�_ifically affected by and effect. All Addenda shall be this Addendum shall remain in full force added to and form a part of the Bidding Documents. please acknowledge receipt hereof by inserting the above Addc•nduni number in tilespace provided in the Proposal Form prior to submitting bid. Failure to do sr, may subject bidder to disqualification. 3A SPECIFICATIONS 3A-1 SECTION 07510 - BUILT UP ROOFING - 3.2 POOFING ASSEMBL.IES Contractor Options: �. In lieu of 2 1/16" fiberglas insulation use: 1 Layer 1.2" Phenolic and 1 Layer 1/2" Perlite (Joints Staggered). b. At Tectum Decks: In lieu of a 28 lb. Base nailed with tubelock nails: Eliminate base and mechanically fasten insulation with (]yptec Fasteners (ruin. 11 each 4' x 8' sheet) . 3A--2 SECTION 09215 - VENEER PLASTER - 2. 1 MATERIAL;; Add: Metal Studs: 5-gauge - Openings in web for services maximum 24-inches on center. Runner minimum 1-1/4-inch with rigidized beads in web. 3A-3 SECTION O9t")60 - WOOD FLOOR - 2.1 MATERIALS Add - Ventilating Erase: Robbins 3" x 4" Ventilating Base, Color - Bre wn. 3B DRAWINGS 38-1 DRAWING W2.2 - DETAIL 17 -- PASSAGE 618 Passage 618 to have carpet floor except area between Grid Line "U" and doors 618 to have VCT. 3p-2 DRAWING C2. 1 -- DETAIL 18 - PASSAGE 1022 Pas,age It'22 to have carpet floor except area hetween Grid Line "21" and Doors t022 to have VCT. BRIDGEPORT & WOODWAPD - ADDENDUM NO. 3 -- PAGE 1 3C APPRCIVA $ 3C-? ADDENDUM NUMBER 2 - ITEM NO. 2C--2 a. Change Thickness of Permaglas Permatherm Bonded from 1/8" to b. Add Conglas to Accepted Materials in second paragraph. END OF ADDENDUM NUMBER. BRIDGEPORT & WOODWAPD - ADDENDUM NO. 3 - PACE 2 SELIG/LEE/RUEDA ARCHITECTS AND PLANNERS 213 S.W. ASH, SUITE 201 PORTLAND, OREGON 97204 (503) 224 - 0173 BRIDGEPORT AND MARY WOODWAR.D ELEMENTARY SCHOOLS ADDITION AND REMODEL FOR. TIGARD SCHOOL DISTRICT NO. 23J --ADDENDUM No. 2 16 OCTOBER 1987 PAGE 1 NOTICE TO BIDDERS: This Addendum modifies the Bidding Documents for the above Work only to the extent indicated herein and all portions thereof not specifically affected by this Addendum shall remain in full force and effect. All Eiddenda shall be added to and form a part of the Bidding Document:,. Please acknowledge receipt hereof Dy inserting the above Addendum number in the space prc_vided in the Proposal Form prior to submitting bid. Failure to do so may subject bidder to disqualification. 2A SPECIFIC.ATIONS 2A-1 SECTION 02200 - EXCAVATION, FILLING & GRADING Change header at: top of each page in this section to read: BRIDGEPORT & WOGDWARD - 02200 - EXCAVATION, FILLING & GRADING 2A-2 SECTION 02200 - EXCAVATION, FILLING & GRADING - 1.3 INSPECTION & TEST After the first sentence add: Testing Laboratory will be paid for by the Owner. 2A-3 SECTION (18700 - FINISH HARDWARE - DOOR & HARDWARE SCHEDULE Add Doors 1050 (Shown on Detail 43/84. 1 and Detail 52/W4. 1) and Schedule Doer and Hardware identical to Door 550. 2A-4 SECTION 09511 - ACOUSTICAL PANELS - 3. 1 INSTALLATION Delete in its entirety and insert: "Mount with concealed connecting aluminum splines, Top 'J' Mold, bottom angle mold and fabric wrapped edges at exposed ends. �A--S SECTION 13500 - FIRE PROTEi'TION SYSTEM Add Section 13500 attached to this addendum. 2A-6 SECTION 16109 - EQUIPMENT CONNECTIONS - 3. 1 ELECTRICAL CHARACTERISTICS Modify last two lines of paragraph to read: "1/3 HP and Under: 120 volts, sinal" tl ) phase. 1/2 HP and Over: 208 volts, three 1,3) phase. " BRIDGEPORT & WOODWARD - ADDENDUM NO. 2 - PAGE 1 i IF 2A-7 SECTION 16730 - CLOCK AND PROGRAM SYSTEM A. MASTER CLOCK CONTROL Uri ,.r System Components - Delete requirement for TOC semi-flush wa' 1 mounted. Refer to instructions in 3. 1 EXECUTION for installation in existing enc 1-Dsur e. i B. Add: 5 RECESSED CLOCK. AND SPEAKER BAFFLE ENCLOSURE Classrooms ZA Bridgeport and Woodward Schools, provide recessed clock: and speaker baffle enclosure. Cold rolled steel enclosure, front panel , Speaker ring and grille. Front panel secured to enclosure with torsion springs, no exposed fasteners. Speaker ring, grille and front panel finish color as directed by Architect. Provide acoustical absorptiun material in sheet metal en_Iosure. Soundolier No. 83r!-812/194-812. " 2A-8 SECTION 16760 - INTERCOMMUNICATION SYSTEM A. 1.' SYSTEM DESCRIPTION Add: Audio Amplifiers: Provide additional audio amplifiers, match existing, as required Lo drive existing plus new speakers connected to system. B. MATERIALS Under Visual Alert Signal Change description to read as follows: "Serpi-flush Xenon flashtube type, one to three flashes per second, fresnel lens, stainless steel plate, polarity prote-_ted, 24 VDC. Soundolier No. SV22-2. 2B DRAWINGS 2B-1. DRAWING B1. 1 - DETAIL 18 A. At Walkway on the east end of the 10 clrm pod (along G.-idline 24�, reduce the amount of concrete and increase the amount of Asphalt areas as shown on Drawing B2. 1. B. Add Asphalt Path from northeast cc-rner of site tn north east corner of t0 clrrri nod as shown on Addendum Drawing AD2-1 attached. 2B-2 DRAWING C3.3 - DETAIL IS Insert the following Detail numbers begir�ninq at detail bubble nearest the entry doors and working down the campy: 88/W6. 1 sim, 46/C3.3, 46/C3.3, 88!W6. 1 sim, 72/W1. 11 71/W1. 1, 76/W1. 1 and 46/C3.3. 2B-3 DRAWING 010.2 - DETAIL 12 - ELEVATIONS 2, 3 AND 4 A. Change notation Acoustical Panels 47" x 95" x 2" with 1" air space at back" to read: "3/4" x 30" x 106" ribbed acoustical panels mounted with concealed splines. " BRIDGEPORT b WOODWARD - ADDENDUM NO. 2 - PAAF 2 B. At Elevation 2 provide 16 panels. C. At Elevation 3 provide 16 panels. D. At Elevation 4 provide 6 + 14 + 6 (26) panels. 2B-4 DRAWING 010.2 - DETAIL 14 - ELEVATION I A. Change: 8'-0" Musir Staff Board to read: 8'-0" Chalkboard B. Delete 41--0" Chalkboard 2B-5 DRAWING C10.2 - DETAIL 12 - ELEI'ATIJN 1 At Natation "Cont. Wall-Paint" Add: 90% Deep Tone Colors. Graphics to be similar to Edward Byrom Elementary School, with horizontal cut line at 3' and 10' and two vertical cut lines at ends. 2B-6 DRAWING r;.C, l - LIGHT FIXTURE SCHEDULE 1) Change Type "C" luminaire description to read: "Stem mounted industrial fluorescent, two F96T12HO lamps, 10% uplight, baked white enamel reflector. Provide full length 30' x 30' metal eggcrate louver. Energy saving ballast. Provide swivel stem hangers with stem length as required to hang luminaire 4" above bottom of adjacent beam and �.arallel with bottom of beam. Liihonia No. AF10296HO-AF%P6ME. 2) Type "K1" description modification in Addendum No. 1, Item 1B- 31(c) (4); change lamp and luminaire part numbers as follows: Lamp, Sylvania 50W, PAR 30/CAP/NFL. Luminaire, Staff No. iC8151SK. 2B-7 DRAWING C16.2 - 10 -CLASSROOM POD POWER AND SIGNAL Janitor Room 1014, battery inverter BI2, provide Yorklite No. MAC-2- 1500-ST-120-1�0 R06-SUS-DPM-C i2-iF-20A). 2B-B DRAWING 016.3 - PARTIAL FLOOR PLAN LIGHTING 1) !"Usic Room 504, strip fluorescent luminaries in cave at common wall with Gymnasium are Type 'H' . 2B-9 DRAWING 016.4 -- GYM/MUSIC POWER AND SIGNAL A. Music Room 504, change Note 3 directed at speaker and visual aler% signal to N,jte 2. P. Gyr-oasium 506,, Bridgeport Elementary School 1 ) Wall at Gridline RB is Existing, outlets have been roughed-in near doors for receptacles. No rough-in exists for re-eptacle shown at center of wall , delete requirement for center recepf:,.:le. 2) Locate existing raceway stubbed nut below grade from receptacle outlets, extend and connect to new receptacle branch circuits as shown. BRIDGEPORT L WOODWARD - ADDENDUM NO. 2 -- PAGE 3 3) Provide duplex receptacle on west wall, 4'-0" north of wall opening into Vestibule 511. Extend branch circuit to Panel H, Pole 75, 20A breaker; Provide outlet box with blank cover adjacent to receptacle, on south side, for sound reinforcement system. Provide outlet box with blank _over, adjacent to recrtacle, on north side, for scoreboard control. 4) Frcm receptacle described in 3) above, extend 1/2"C with two #12 below grade to existing outlet roughed-in at +18+-0" on east wall . Connect to existing conduit stubbed out below wall. 5) Extend 1" conduit, from scorfboard control outlet, below grade to existing scoreboard outlet roughed-in at +18'-0" on east wall . Connect to existing conduit stubbed out below wall . 6) Provide two outlets on west wall for sound reinforcement speakers. Locate outlets 161-0" from north and Louth walls, +16,-0" above floor. Extend 3/4"C from each to sound reinforcement outlet defined in Item (B) (3) above. C. Gymnasium 506, Woodward Elementary School 1) Duplicate work described in (B) (3) through (B) (6) above in same relative location with attention to north orientation. 2) Add outlet box with blank piste in west wall, below outlets for Scoreboard, *12" for future microphone jack. Extend 3/4"C below grade to sound reinforcement system outlet at east wall . 2B-10 DRAWING 016.5 - MECHANICAL MEZZANINE PLAN 5 Battery Invertor BIt, provide Yorklite No. MAC-1-1000-ST-120-120-ROH- SUS-DPM-C (1-iP-20A). 2B-11 DRAWING 016.5 - MECHANICAL MEZZA14INE PLAN 6 Battery Invertor B13, provide Yorklite No. MAP-.-2-3000-ST-120--120-ROB- SUS-GPM-C (2-lP-20A). 2B-12 DRAWING 016.5 - MECHANICAL MEZZANINE PLAN 7 Refer to Drawing C15.2, Mechanical. Room Plan -- 10 Classroom Pod 23 for location of CU--5A and CU-5B. 213-13 DRAWINe 016.7 - ONE LINE DIAGRAM - MARY WOODWARD Designate Sub-Distribution Panelboard with (2)-400A fused switches as SDP-A. Locate equipment enclosure, in plan, adjacent to an,1 south of existing MDP. 2C: SUBSTITUTIONS 2C-•1 SECTION 07412 - METAL ROOFING AND SIDING Substitution Accepted!,, A£:- Pacific 14 1/2" STD Seam 24 ga. Custom Calor Thermo Aging Copper BRIDGEPORT & WOODWARD - ADDENDUM NO. 2 - PAGE 4 2C-2 SECTION 07510 - BUILT UP ROOFING, Substitution Accepted: Insulation - Conglas Polycon-Posite 1 314 thick Evanite Pe►maglas Permatherm Bonded, 1/8" thick Roofing Assemblies - Evanite Products of similar weight and quality to OCF Products originally specified. 2C-3 SECTION 08353 - ACCORDION FOLDING, DOORS Substitution Accepted: Foldoor X12 Super Soundgaurd, STC-40 2C-4 SECTION 08700 - FINISH HARDWARE Substitution Accept.ud: Butts - McKinney 2C-5 SECTION 09300 - CERAMIC TILE AND QUARRY TILE - CEMENT FIBRE BOARD Substitution Accepted: U.S. Gypsum Durock 2C-6 SECTION 10100 - CHALKBOARDS Substitution Accepted: Claridge "Vitracite", Series 5 Aluminum Frame. 2C-7 SECTION 10520 - FIRE EXTINGUISHER CABINETS Substitution Accepted: AMEREX Fire Extinguishers. 2C-8 SECTION 15860 - EXHAUST FANS Substitution Accepted: Cabinet Exhaust Fans - Kees Type KSH Roof Exhaust Fans - JENNAIR Type NBCR Kitchen Exhaust Fan - JENNAIR Type BRTD C-9 SECTION 15890 - DUCT SYSTEMS Substitution Accepted: Roof Caps - JENNAIR 2C-10 SECTION 15940 - AIF' OUTLETS Substitution Accepts-d: Metal AIRE 2C-11 SECTION 16500 - LIGHTING Substitution Accepted: Type 'E' - Dual-Lite CSGNN-BEP Type 'H' - Keystone CS240 Series Type 1H1' - Keystone CS240 Series END OF ADDENDUM NO. 2 BRIDGEPORT & WOODWARD - ADDENDUM NO. 2 - PAGE 5 BPIDGEPORT & WOODWARD - 13500 - FIRE PROTECTION SYSTEM SECTION 13500 - FIRE PROTECTION SYSTEM 1.0 GENERAL 1. 1 SCOPE Werk This Section: Provide a complete automatic wet fire, hydraulically calculated, sprinkler system as indicated on Drawings and in compliance with NEPA Pamphlet 1?, Oregon State Fire Marshal and Uniform Building Code Requirements. Head spacing and pip sizing are to conform to light hazard requirements System not required in Gymnasium 506 and covered Play 505. Tie into existing system. 1.2 CERTIFIED DRAWINGS Prepare calculations and fire protection system working drawings showing locations and types of heads, alarm valves and devices, pipe sizes and current lengths, test tees and valves, drain valves and other related items. Show location and detail of supports including loads on each support. Provide three (3) sets of Drawings showing sprinkler head locations coordinated with Structural Drawings and Reflected Ceiling Plans to Architect for review prior to submittiog Drawings to Authorities listed below. Submit Drawing and calculations to P'.ans Review Division, Oregon Department of Commerce and local Fire Marshal :or review and provide six (6) sets of approved calculations and Drawings to Architect for final review. 2.0 PRODUCTS 2. 1 MATERIALS Concealed piping system shall utilize pendent type sprinkler heads. Heads shall be Chrome plated with recessed chrome canopy to match existing. Exposed and blind spare sprinklers to be brass. Submit samples of heads for approval prior to bidding. Hangers to conform to requirements of NFPA and UBC. Fittings shall be cast iron, same as specified for pipe, and shall conform to AWWA Standard C-100 Class D, and ASA Specificati(;n A21. 10. Valves to be U.L. and F.M. approved. Water flew switch and bell; tie in new system to existing. 13500 — 1 BRIDGEPORT & WOODWARD - 13500 - FIRE P?OTECTION SYSTEM 3.0 EXECUTION 3. 1 INSTALLATION The Contract Drawings indicate general location of sprinkler heads in ceiling areas, approximate locations of piping mains, sprinkler zones, and types of systems. Locations of al,, sprinkler heads, outlets, piping and appurtenances are not shown in all areas and therefore are to be installed in accord with Code requirements. Location of heads shown may be .hanged if required by Code requirements, but only upon approval of Architect. Sprinkler in suspended ceilings shall be coordinated with lighting arrangement as shown and be generally centered in ceiling panels. (See Reflected Ceiling Plan): Prime coat - paint all exposed pipe in occupied space. Coordinate color with Architect. Sack heads and have ready for final painting under Section 09900. 3.2 TESTS AND INSPECTION All equipment, piping, etc. , of entire work shall be subject to inspection and test by Fire Marshal and Owner at any time during installation, and upon completion of installation. Approval tests shall be as listed in current issue of applicable standards of Underwriters and shall be applied to all equipment installed under t'•iis Specification. Tests shall be performed by Contractor at his expense. Tests shall be properly witnessed and full approval obtained from Fire Marshal and N.F.P.A. Certificates of tests and approvals are to be filed with local Fire Marshal and State Department of Commerce as required by Owner. Pressure test on sprinkler work shall be at 200 psi for two hours. END OF SECTION 47f el '� �/tib= ice'✓CL, /SYS.-�4= I _ 7-4 I VA 70, • X6.5 .5 • \ �I, I , \ '� k TT / I �51�1 DbE f��T • pf�f�Ti h �- SITE ���N A n� - I 51�`�/INh ApP!?IoN�� t�AVItJh SELIG/LEE/RUEDA ARCHITECTS AND PLANNERS 213 S.W. ASH, SUITE 201 PORTLAND, OREGON 97204 (503) 224 - O1%3 BRIDGEPORT AND MARY WOODWARD ELEMENTARY SCHOOLS ADDITION AND P.EMODEL FOP TIGAPD SCHOOL DISTRICT N0. 31J ADDENDUM NL. 1 9 OCTOBER.. 1987 PAGE 1 NOTICE TO BIDDERS: This Addendum modifies the Bidding Documents for the above Work only to the e"tent indicated herein and all portions thereof not specifi _a'.'v affected by this Addendum shall remain in full force and effect. All Addenua shall be added to and forri a part of the Bidding Documents. Please acl•nuwledge receipt hereof by inserting the above Addendum number in the space provided in the Proposal Form prior to submitting bid. Failure to do so may subyect bidder to disque.lification. IA SPECIFIC=ATION= IA-1 TABLE OF CONTENT Add: DIVISION 1 GENERA- PECUIPEMENTS O1()15 SPECIAL CONDITION, 15�?r:r TEMPORARY FACILITIES 0170u0 PPOJECT CLOSEOUT Section; attached to this Addendum. 1A-2 SECTION EXCAVATION, FILLING ANE GRADING - 3.2 PLACING FILL Under Termite Protection - Add to last sentence: and for treatment along both sides ':J foundation walls, piers, cc_,nduits, plumbing lines, et._. " IA-3 SECTION 02500 - ASPHALTIC CONCRETE PAYING - 2. 1 PAY I Nei ASSEMBL I US Delete: Driveway Asserubly -- Only Farling, Walls and Play Pads these jclbs. 1A--4 SECTION 03300 - CONCPETE MIX °. FINISH G_OrJCPFTE FINISHING, nder Slabs-Finish insert the follc,wing after the first paragraph: "UPrior tc- installation of floor finish grind down all high spots or curled edge slabs with variations greater than described above. " IA-5 ,SECTION 04:00 - BPICI'. - 3.2 INSTALLATION Under "Joints and Bond" change: 4 courses to rFad: 4 ours�� = 12". VIOGEPORT b WOODWARD - ADDENDUM NO. 1 - PAGE 1 IA-6 SECTION 05150 - STRUCTURAL AND MISC. METALS - 1.3 SPECIAL INSPECTION After last line insert: "Testing Laboratory will be employed and paid for by this subcontractor". IA-7 SECTION 06100 -- ROUGH CARPENTRY - 2. 1 MATERIALS Under "Glued Laminated Reams", Third Line - Chanae: "RITC 100-65" To read: "ANSI/AITC A190. 1 - 1983. " 1A-8 SECTION 06100 - ROUGH C:APPENTRY - 3. 1 INSTALLATION Delete "Joist Bridai r" in its entirety. IA-3 SECTION 07412 - METAL ROOFING AND SIDING Delete in its entirety and replace with new Section 07412 attached. 1A-10 SECTION 07510 - BUILT UP ROOFING - 3.2 ROOFING ASSEMBLIES Over Metal Dec1 at Canopies change second sentence to read: "11 fasteners ea. 4 x 8 sheet". 1A-11 SECTION (18700 - FINISH HAPDWAPF Debate Article 2.5 NOTES and replace with the following: :.5 NOTES See Doer and Hardware Schedules f0l)ow1nq this section. Weatherstrip = Per0r, #114 PFPS Smoke seal = Pen-4-c- #S88D M.H.O. = Magnetic Hold Open = LC:N #E5() Rem. Mullion = Removable Mullion = Von Durpin #4954 at non rated doers Von Durpin #99354 at ratea doers DPS - Dust Proof Strike = Ives 489 x 407 FE = Flush Pelts = Ives 559 i=0 - Coordinator = Ives '348 90 x Brac1 ets IA-12 SECTION 08700 - FINISH HAPDWAF:E At end of section under "Door Patterns" under Door "TV (Tall Vision)" Delete notation "See int. elev. for alazinq_ " and insert: "Wire Glass 'WG! See Doer Scher' . e for Dc-c,r patterns as not all door patterns are shown on elevat14Ys. " 1A- 13 SECTION 08700 - FINISH HAPDWAPE, DOOR & HARDWAPE SCHEDULE: a. At Doers 1001, 100:'.A, 10021 and 1004; Delete Loclset "L1'(or L11 " and add: Exit Device "PD-EO". b. At Doors 1006, 1009, 504, 506, 606, 615; change exit device from: PD-TL-F t4:RD-L-F. c. At Doors 1022, 501, 501A, 501E and 618; Change exit device from: "PD-TL, PD-TL" to "El)-NT, PD-DT". d. At Doors 1014, 1015, 502, 503, 507, 509, 510, 512, 612 and FW14; Channf- closer from: "CG" to: "C-1" e. At Doors 1013, 1013A, F-10 and E'-101; Change closer from: "C-7" To: r f. At door 1013, change pattern from "FG" to "TV". BPIUGEPOPT f. WOODWARD - ADDENDUM NO. 1 - PAGE Y g. Add Doors ER12 and EW12 (show on 68/C3. 1) to Door and Hardware Schedule as fellows: Size: 3/0 x 6/8 SC x HM THk:: 1 3/4 PAT: FF Hinq_e: 4.5 x 4.5 SW-PP-3 Loi:k : L1 Stop: 51 H.M. Detail: 46/1.8. 1 h. At Existin? Doors shown on Details 18/C2.2 and 68/C2.2 on grid lines 19/1.0 and 1 ) Remove existing doers. <) Provide new Doers and Hardware identical to Doors 506. i. Add Doors 1007A, 1005A and 1011A to 10Clan. Pod as shown on Addendurn Drawing ADI-1 attached. Provide the followina_ Doors and Har dwere: 1) Doors 10riA and 1011A to be identical to Doo? 1013'. (See Addenda item (F) . H.M. Detail similar to 73/C8. 1. ) Door 1007A to be identical to Door 1002. H.M. Detail 44;'C8.1. IA-1.4 SECTION 09215 - VENEER PLASTER - SUSPENDED VENEER PLASTER 1-EILIN13S Add the following item: Veneer Plaster Ceilings: Su=.pens11Nn System - Direct hung drywall Suspension system Rigid "X" by Donn 1_:orporat1or. - Slip on notal Tiotding at e;:posed edges of veneer plaster board. Seep Detail 41/:3.2. 1A-15 SECTION 0930(.- - CERAMIC TILE AND DUAPPY TILE - --. 1 MATERIAL. At seventh (7) line, Delete: "(1`itchen Alternate No. I - Drawing 11) Fitcher, is part of basic bid. 1A--IE. SECTION (7990 - FAINTING - 11, 4 EXTEPIOP FINISH Under MDO Plywood Siding/Soffit Enamel: 1_hange: Second and third coats To read: Flat Alkid Enamel 1A-- 17 SECTION 10200 - METAL LOUVEFS - <. 1 MATEFIALS Change seventh (7 ! line from "Exterior Face" To: "Interior Face". IA--10 SE^TION 10-210 - POOF SCUTTLES AND AUTOMATIC SMOKE VENTS - 2. I MATEPIAL A. Delete "Automatic Srmoke Vents" in its entirety. None required o.i this project. B. lindcr Poof SCuttleS, at the end of the last line insert or (2'-6" BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 -- PAGE 3 4 IA-19 SECTION 10500 - METAL LOCKERS A. 2.4 BASE Delete in its entirety. B. 2. 1 LOCATION AND UNITS RELUIRED Insert: "Locker size: 12" X 12" X 72" with 6" legs. 1A-20 SECTION 10520 - FIR,E EXTINGUISHER CABINETS - 2. 1 MATERIAL Third Line, Delete "V3 Break: Glass Door with Cylinder Lcck. " and insert: "V10". 1A-21 SECTION 15250 INSULATION 0 3.0 EXECUTION Change: Storm drains - same as for domestic water to read: Storm drains above ground - same as for domestic water above ground. 1A. =-- SECTICSN 1550C - N`ATING Add: Fl,-,w Control Valves (FC%', Desi::-iption: AutQmatic metering devices. Brass body with stainless steel trim. Threaded ends. 1-14 psi operating ranqe. Capacity: As shown, 5 percent maximum variation. Manufacturer: 1.3r i swot d, Auto f 1 ow. 1A SECTION 15990 - DUCT SYSTEMS - 1. GENEPAL Delete froru wc,YE included: Underf1c,or Duct. IA-24 SECTInrJ 15940 - AIR OUTLETS A. ..4 LCS -- I Delete 10" oval lrlet and add the following: E" round inlet for below 100 cfrn. B" round inlet for 100 to 165 cfm. I"" oval inlet for over 16� c frit. B. -.5 L C S Add: 4 slots wide with white finish. 1B DRAWINGS 1P-1 DPAWING B1: 1 SITE PLAN A. New asphaltic paths shown at north and east of 10 clrrr pod to be B' wide. PRIDGEPORT & WOODWARD - ADDENDUM NO. 1 - PAGE 4 �e �I B. Add Note: "Areas to be repaved due to utility lines or electrical conduit installations have n)t been shown on drawing. Refer to Mechanical and Electrical for approximate location of utilities. Repave damaged areas to iaatch -xisting including substrate for paving. " C. Add Note: "All areas disturbed by construct: on shall have 6" top soil and grass seeding. " D. At 8' wide asphaltic path ,t nortn and east of 10 clrm pod install four (4) 4" diameter PVA_ sleeves 12' long_ in length at locations directed by Architect. 19- DRAWING B2. 1 - IMi_ EB10 Deaete Detail 14/C12. 1, none required at Bridgeport. 18-0 DRAWING B4. 1 - DETAILS 80 AND 98 Add Neter "Detail similar at arcade 501 roof coping. See detail 2,7/1=4. 1 for rigid insulation and insulation 9tc-p below wood cant. ib-4 DRAWING 85. 1 - DETAIL 92 At louver shown on penthouse, revise louver tc. be trapezoidal and have same dimensions as louver shown cn Detail 74/W6. 1 . B-5 DRAWING 814.2 - DETAIL 1 11 5" concrete slab with reinforcing is bounded by Grids 15 to I- and Grids BP to CC. 2) Change Detail callouts on Grid 15 and 17 between CF/DD from "12/B14.2" tc "12/A14.2 siri. " at l2/B14. ' sire: top of con,=rete slab elev 200'-0". Ccn=rete slab 4" thicb with 2 !f5 bars around perimeter. 1P-6 DEAWTNGS W1. 1 A. Add Note: "Areas to be repaved due to utility lines or elee_trical conduit installations have not been shown on drawing. P-4er to Mei:hanical and Electrical for approxii,ate 1c-cation of utilities. Repave damaged areas to match existinq includinq substrate for paving. " E. At E' wide asphaltic path at perimeter of _las-roorio pods install six (6) 4" diarieter P.'J.C. sleeves 12' in length at locations directed by Architect for future irrigation systen . C. Add Nate: "Landscape moat arc:und building is to havr 12" of topsoil (no seedinq ) and all other a-eas disturbed by construction or grading shall have 6" of topsoil and grass seeding. " 1B-7 DRAWING W2.2 - DETAIL 17 A. At Boys 614 slope slab to ur>»-i1 - 1 1/2". P. At Girls 610 slope slab to floor drain -- 1". BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 -- f'AGE 5 IB-8 DRAWING, W2.2 - DETAIL 17 - CLASSROOM 605 At Grid "Y" install new door , frame and Hardware in existing wall. Locate center of door approximately 3'-6" north of grid line 26. Hollow metal frame Detail to be similar to 73/C81 and swing door into room. Door and Hardware to be identical to Door 1013. 18-9 DRAWING W2.3 - DETAIL 3-3 At Grid Line "CC" change size of louver from 6'-0" x 4'-6" to 7'-6" x ^'-7 18-10 DRAWING W4. 1 - DETAILS 80 AND 98 Add Note: "Detail similar at Arcade 501 roof coping. See Detail 37/C4. 1 for rigid insulation and insulation stop below wood cant. 1D-11 DRAWING W10. 1 A) At Detail 12, Elevation 1 change "Glazing CG" to "W(3". 18-1 DRAWING W14.2 - DETAIL 1 1) 5" concrete slab with reinforcing is bounded by Grids 15 to 17 and firids BB to CC. 2) Chanqe Detail callouts on (irid 15 and 17 between CC/DD from "12/W14.2" to "12/W14.2 sire. " at 12/WI4.-- sire. : top of concrete slab elev 200'-0". Concrete slab 4" thicL w/2 #5 bars around perimeter. ID -133 SHEET W15. 1, !t'EY FLOOR. PLAN - MECHANICAL Provide and install an ititer-_epto- at the northeast corner of the proposed new gyn to intercept the foundation drainage. Interceptor shall be per detail 66 on Drawing i_-15. 1 except th.?t the riro elevation shall be + 192".0' verify, inlet i .e. , shall be 191.0' and outlet i.e. , shall be 191').833' . Exact location and all elevaticlns are .ci be cciordinated and verified with foundation drains, final aradinq and Arc hi te,_t. 1.?-14 SHEET W15.3, 6 CLPM POD FLCOP PLAN - HVAC A. Plans and Sections 17, 44, 46„ and 48. Add fld's to the following ducts at mechanical roam penetrations: 36x18, (2) Bx8 and 60x16, as they pertain to each plan or Sect Ion. 8. PLAN - MECH ROOM 44. The heating water piping to ASU-5 should be 1-1/2" not 1/2". 1B-15 SHEET W15.4, ViTC.HEN and OFFICE PLANS MECHANICAL, MECHANICAL POOM 44. The heatinq water branch piping to ASU-6 should be 3/4-inch. BRIDGEPORT & WOODWAPD - ADDENDUM NO. 1 - PAGE 6 V 18-16 SHEET W16. 1: ELECTRICAL SITE FLAN A. Provide and install three program horns for Mary Woodward Elementary School only. Locate one horn 31-0" south of Grid 23 on 0. Locate one horn 3' -0" north of Grid 21 on Q. Mount horns +1o'-o". Install one program horn on Grid 15, 16'-r?" East of Grid BB. Mount horn +18'-0" above grade. Connect horns to program system via 'CP' Panels per original Contract Documents. Provide override switching capability at master clock and program panel Sheet EW16.5. ID-17 SHEET W16.2 - PARTIAL FLOOR PLAN - LIGHTING A. Chanqe Panel 'G' panel symbol designation to be flush mounted enclosure. B. See revised Panel Schedule for Panel 'G' , Sheet EA-13. 18-10 SHEET W16.3 - PAPTIAL FLOOD FLAN - POWER & SIGNAL A. Revise equipment designation for ECUH-1 from ECUH-I/?0BV, 30, 7.5 KW to ECUH-1/208V, 34, 4.0 KW. Refer to Note 9 for further clarification. B. Delete reference to program audible signaling devices. C. See EA-5 for Mock: and Program One-Line Diagram. D. See EA-•7 for Intercom One-Line Diagram. E. See EA-9 for Television One-Line Diagram- F. See EA-11 for r-irr Alarm Otte-Ling Diagram. 19-19 DRAWING WK.2 A. At Fo !1 Service Equi Dn ent Plan, St or age Rooro EW it Grid "EE" change the following: I ) Door into room shown incorrectly, locate door as shown c-n plan Drawing W2.3. 2) At east wall delete 2'-E" long type "A" shelving unit and pry✓tde 121 5'-0" long Type "A" shelving units. Units Type "B" to rernain as shown. 6. At Foo4 Service Utility Location Plan: Coordinate location of 24P2 with Grease traD (GT-1) and FS-2 shown on Detail 651WiS.4. IP-20 DRAWING WV., - DETAIL It Verify size cf Grease T; ap (GT-1 ) to fit under counter as s;rown on Detjil 66/WI5.4. BRIDGEPORT & WOODWAPD - ADDENDUM NO. 1 - PAGE 7 IB-21 DRAWING C2.2 - DETAIL 18 A. At Boys 502 slope slab to urinal - 1 1/2"- B. At All FD-1 slope slab to floor drain (FD) 1". C. At wall Type 11 add: "Batt Insulation". D. Bays Locker 510 and Girls Locker 509, at the door swing shown into the water closet and shower alcoves add the following Note: Doors to be "Metal Toilet Partition Doors", standard height and as specified in Section 10IG2 of the Specifications. (21 each room beth schoo)s) iB- DRAWING C4. 1 - DETAIL 43 Add Note: "Detail similar at Arcade 501 roof coping. See Detail 37/C4. 1 for ricid insulation ar!d insulation step below wood cant. 18-23 DRAWING C8. 1 - DETAI;_S BE AND 87 Chanae: "1/8" stl plt . . . " tri read: "1/4" Aluminum . . . . ID-24 DRAWING 010. 1 A) At Detail 15, Elevat-Dn 4 - Chanae Glazing "!-ISG" to B) At Detail 16, Elevation 1 - fjlmnae Glazing " -ISG" to "WG" C) At Detail 13, Elevation Chana-E- Glazing "TSG" to "WG 1P-�S DPAWINI- 010.2 - DETAILS 16 AND 17 - ELEVATION 4 Pemove eX1st1n(7 glazlnq a`. Fid, lights shown adjacent tc existing doers and replace wits. wlrc- glEss. Note: field verify existinq horizontal and Vertical mulllor, 101_atiOns. 1H- 6 DRAWING 012. 1 •- DETAIL 14 A. At Detail callou` delete EEI'.). None required at Bridgeport . p. Fefer to Draw.ngs B2. 1 and W2. 1 for IMC Cabinets. 18-27 SHEET CIS.(), LEGEND and DETAIL'_-y. DETAIL 50 Add: Flexible connector to match linear ceiling supply inlet size. IB-29 SHEET 015. 1, 10 CLPM POD FLOOR PLAN - PLUMBING-10 CLPM POD - rLUMB I Nr, 17. In special purpose 1013, relocate S--23 sink. from Bridgeport north wall and Woodward west wall tc, Bridgeport west wall and Woodward s.luth wall as shown on Architectural nrawings Nr,. C2. 1. Relricate plumbing �ervicNs accordingly. PPIDGEPOPT & WOODWAPD - ADDENDUM NO. i - PAGF 8 v IF 1B-29 SHEET C15.2, 10 CLF.M POD FLOOR PLAN - HVAC, A. Flans and Sections 17, `3, and 53. enetrations% Add fid' s to the following ducts andat mi n4iar�x18nica1 room justupstream of 64x18, 76xi 18, ('�� 1x1Q, ST-11B, as they pertain to each Plan or Section. B. lo C'LRM POD - FLOOR PLAN - HVAC, the ductwork downstream of TU-1112should be sized at 43x16. 1B-3o SHEET 015.4 GYM/MUSIC FLOOR PLAN - HVAC Plan and Sections 22, 74, and 86. RC-3RC-4, EF-9 and F. Align centerline of , C-5 at uniform distance approximately S feet from CC line. Move CU-6 F, from CUfeet -6 toeASUt9 location to over uyrfl. F,ute refrigerant Piping i above gym ror)f dawn through mechanical room roof. 18-31 SHEET 016. 1, PARTIAL FLOOR PLAN, LIC' TING A. Symbol Schedule: Revise as K (1) Add 2 POLE LEY OPERATED SWITCH (2) Add FI=:E ALARM AUDIBLE DEVICE � IrJ. r BELL Add J PROGRAM AUDIBLE DEVI,E, i V F'F'OGpAM AUDIBLE DEVISE, HOPN 14.) Add r5r Add TIME ZONE SIGNALTNG SPEAIEF' WITH VISUAL - 5I i;NAL "i�irruit Dreaker Enclosure, NEMA 1" r'i Relocate Wp syrr,ult Hrreaker Enclosure, NEMA 3F'". t. Symbol (7) Delete "nn 1,211centers" from wirenold symbol P. *_tes this Sheet: 1, Add the followinq W-te 7 to read: .f fi :ture to emerOen'-Y Pow'?r circuit and Circuit one lam _ p Power circuit. Provide tandem wired one larlF to normal IA, , fi ;tUre� in passages 1006, 100`J. ballasts for Typa Install Code i equired physical separation between normal and emergency pnw'r circuits. Fevise Note 1 tc, read: to read. Provide and install engfar1d5Mpe�tro�P�l'a�bove respective I,B,�yrs Restroom, , and switches. BRIDGEPORT & WOODWARD - ADDENDUM NO. - PAGE 9 C. Light Fixture SchAdule: 1. Revise Type 'D2' to read: Mary Woodward Elementary School only. Surface mounted cylindrical down light with clear alzak cone, 120 volt. Medium br_nze fii.Lsh. One 150W/P`10 lamp. Thermal pro- tected. Damp label. Marco 0301001 M series or pre- aoproved Substitute. " _. Delete Type 1131 . Revise Type "F;" to read: Surface mounted single circuit track lighting track. 1- 1/8" x 7/8" deep, length as shown on Drawings. Provide all necessary hardware to install continuous complete and operating system. Staff IC Series or pre-approved equil . 4. Revise Type "KI" to read: Traci mounted incandes,_ent lar,p holder. Provide one 150W R40 lamp. Black: finish. Staff 1CB121BK or approved equal . 5. Type IL' : Delete reference to alternate. P. Lightinq 1. See Addendum Drawing EA-3 for Lighting Plan changes. Change Panel 'F' syrrit _-1 to be flush mounted enclosure. 3. See revised Panel Schedule for Panel 'r' , Sheet EA--12. IB-32 SHEET C16.2, PAPTIAL FLOOP PLAN - POWER °, SIGNAL A. Notes this Sheet: t. Pefer to Note 17 for discussion of receptacles on Staff Restroorns #1016, 1017. B. Power : 1. See Revised Panel Schedule for Pane-1 IF , Sheet EA-12. 2. Revise equipment designation for ECUH-1 to ECUH-1/208V, 31z, 4.0 KW. Pefer to Note 16 for further clarification. Change circuit numbers on homerur. from ECUH-1 (F-61.63.65. ) to F-64.66.68. C. Signal : 1. Include (I ) 1" conduit adjacent o underground conduit rn•ted ?" located on 1/W16. 1 for conduit routing. Conduit is intended to link CP-2 and CP-3. Pefer to clock and prograrn one line FA-5 for fur ,ner clarification. BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 - PAGE 10 2. Add 3/4" conduit between intercom stations located in Rooms 1011 and 1005. 3. Add one fire alarm audible device in Corridor 617. Locate device on north side of Grid :5, 10'-0" east of Grid H. 4. Refer to EA-4 far Clock: and Program One-Line diagram, Bridgeport Elementary School only. 5. Refer to EA-5 for Clock and Program One-Lina Diagram, Mary Woodward Elementary School only. 6. Refer to EA-6 for Intercom One--Line Diagram, Bridgeport Elementary School only. 7. Refer to EA-7 for Intercom One-Line Diagram, Mary Woodward Elementary School only. E. Pefer to EA-8 for Television one-Line Diagram, Bridgeport Elementary School only. Refer to EA-9 for Television Clne•-Line Diagram, Mary Woodward Elementary School only. 10. Pifer t,-- EA-10 for Fire Alarm One--Line Diagram, Bridgeport Elementary Schoc-4 only. 11 . Refer to EA-11 for Fire Alarm One-Line Diagram, Mary Woodward Elementary Schocd only. 1BSHEET CIFSZ, PARTIAL FLOOD PLAN - LIGHTING A. Notes this Sheet : 1. Change Note to read: "Circuit exterior fixtures vi& exterior lighting Control contactor located in Merhanlcal Mezzanine P,on , 6/C16.'J. Defer t,. Detail 5. Lighting: 1. See Addendum Drawing EA-1 for Gyrn Storage area lighting ��hanQea. C. Power: 1. Change panei arid -_ircuit designation (F-04 ) at Type 'J' covered play area light fi ,;tures to G-84. Pefer to Note 4. 1E-34 SHEET 016.4, PARTIAL FLOOD PLAN - POWER t: SIGNAL PLAN A. Power: Music_ Room 504: 1. Mount receptacles located along Grids 17 and CC horizon- tally in toe of cabinetry. Refer t0 Architectural Sheet C1. 1, Detail 18 for e+.act locations of cabinets. BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 - PAGE 11 I 2. Provide and install one program horn for bridgeport Elementary School only. Locate horn on Grid 15, 16'-►,M west of Grid BB, +1.8'-0" above grade. Connect horns to program system, via 'CP' panel in this Contract. Provide override switching capability at master clock and program panel Sheet 816.5. 3, See revised Panel Schedule for Panel 'H' Sheet EA-14. D. Signal: 1. Add one television outlet „nuGymnasto iu1eat Grid outleIntersection cC-16. Extend one 3/4 back:box located in Music Room 504. 2 Refer to EA-4 for Clock and Program One-Lir - diagram, . Bridgeport Elementary School only. 0, Refer to EA-5 for r.locl and F'rograrn One-Line Diagram, Mary Woodward Elementary School only. 4. Refer t . EA-6 for Intercom One-Line Diagram, Bridgeport Elementary School only. Pefer tc EA-7 for Intercom One-Line Diagram, Mary Woodward Elementary School only. 6. Refer to EA-8 for Television one-Line Diagram, Bridgeport Elementary School Only. 7. F'efei to EA-9 for Television One--Line Diagram, Mary Woodward Elementary School only. Pefer to EA-10 f,--,r Fire Alarn One-Line Diagrarii, Bridgeport Elementary School Only. j. F'�•fer to EA-11 for Fire Alarr One-Line Diagram, Mary Woodward Elementary School only. 18-05 SHEET 016.5, 11T1_HEN AND MECHANICAL ROOMS, FOWEP r.- SIGNAL. A. Detail 1: 1. Delete two Type "F” light fixtures in Dry Stc,ragt_ Pooro EW- 18. The fixtures in this YnOfn dre to remain as existing. 2. F'efer to Arr_hitectural Sheet W2.3 Detail 28 for 1_�cati ,n of entrance door to Dry Storage Room EW-18. Existing switches to remain as existing. 3. Light fixture shown in Passage EW19 adja,:ent to Dry Storage is an existing fixture, recircuit as shown on origin'.l Contract Documents. 4, Pefnr to Sheet EA-2 for revised ligh• ing in Dishwashing F'ocrn 1'-11. BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 - FAGE 12 Y j B. Detail 4: I. Remove Type 'F' light fixture in handicap Toilet Room EW- 111 C. Detail 5: 1. Extend leader on FCU equipment design3tion to junction box on south wall with homerun G 41.44.51.. connected. Change circuit number 41 to 53. Connect circuit 44 to FCU; connect circuit 51 to EF--7; connect circuit 53 to con- venience outlets. Refer t.• revise' Panel Schedule. Chance circuit number on light fixture homerun (G-39) to 13-23. Refer to revised Panel Schedule. D. Detail E: 1. Change equipment designation for battery inverter .DI3:r./1::OV, lo, 2400VA to battery inverter (EiI3)/122OV, ls+, 3,)0O VA. Equipment designation for ASU-8 to read: "208V, 3!z, 5 HP. " 3. Chance wir�a size on battery inverter homerun from two #6 AWG tc two #4 AWG. 4. Change circuit numbers on homerun frori, EF-9 (H-62.64.66. i. See revised F'anel Schedule. 5. Equipment designation for ASU-9 to read: "208'), 3s, 1- 1/2 lip. " 6. Add 1.1" conduit homerun with two #1 ' frorn Type 'H' ight fixture located nearest to Note 5 in Storage F(Drn 5` 1 . Fonnect to H-28. 7. Feier to revised Panel Schedule 'H' , Sheet EA-15. B. Relocate F•anel H to 13'-0" to east on same wall sh-,w! 221- ()" north of Grid 16. E. Dptai l 7: I. Revise existing homerun on light fixture Type 'H' adjacent to Grid 22 t•D read: "F-29. " 2. Revise hornerun on receptacle circuit on Grid V between Grids 21 and 22 (F-59) to read: "F-61. " 3. F'evise equipr,ent designation CU to CU-5A. Pdvise equipment d;-signation CU-56 to FJ-3B. ;bra ;' ;°= BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 - PAGE 13 4. Relocate equipment designation leader for CU-5A from existing motor, starter, disconnect to WP disconnect located at Grid intersection V22. Relocate equipment designation leader for CU-5R from existing motor, starter and disconnect to WP disconnect located at Grid intersec- tion V22. Refer to one line diagram 016.7 for connection details. Delete reference to motor, starter and WP disconnects located in mechanical Mezzanine for CU-5F' and CU-5A. 5. Refer to Architectural Sheet W4. 1 Detail 52 for exact location of door for entry stair. Relocate switches and intercom station to latch side of door in Mechanical Room- IP-36 SHEET 016.7 A. Add Sheet Title: ONE LINE POWER DIAGRAM, RISER AND DETAILS D. Load Summaries: Revise Load Summaries to read as follows: Load Summary, Bridgeport Elementary School Existing demand: 168 K'W x 1.25 _ 210 KVA New Load: Connected Load Lighting 51.5 KVA Receptacles 'd.F, k:VA Water Heaters 27.x! kVA Appliances 20. 1 t:VA Motors 22.45 kVA, 2-2 HP Air Conditioning 75.::6 KVA, 75 HP Total :,24.91 KVA Load Su,nrnary, Mary Woodward Elementary School Existing Demand: 255 KW x 1.25 = 310 t:VA New Load: Connected Load Lighting 69.45 kVA Peceptacles 51.50 KVA Water Heaters 190.0 k:VA Appliances 42.08 KVA, 42 HP Motors 01.26 KVA, 81 HP Air Conditioning 137.23 { VA Total 571 KVA BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 - PAGE 14 C. Diversity Calculation for Mary Woodward Sr.hool only: Lighting 69.45 KVA x 1.00 = 69.45 1iVA Receptacles 51.5 I:VA - 10 KVA c ,5 + 10 KVA = 30.75 KVA Water Heaters 190 KVA x 1.00 = 190 K'VA I:i tchen Appliances 137.'_3 kVA 707 = 96 KVA Motors 42.08 KVA x i.25 = 56.? KVA Air Conditionina 81.26 KVA non-concurre�it with water heaters kVA per NEC 220- 11. Total diversified lead: 442.4 I.'VA + existing demand 255 KVA Total k:VA 697.4 KVA lC SUBSTITUTIONS 03100 - CONi:FETE FOFMWORI: Substitution Accepted: Round COILnm Forms - f ernatube l C-2 SEi_T I ON 03300 - CONCRETE MIX AND FINISH Substitutions Accepttd: Acrylic Sealer - Thcrn,:�laze H M-Disture Petarder - Fly Par Flus 11 1C-3 SE'-TION 0711c - WATEPPPOUF DECK. MEMBRANE Substitution Accepted: VU I � erl; 25C'-21J I 1C-4 SE:.TION 07510 - BUILT LIP ROOFING Substitution Accepted: Over Flyw,,c•d Decl = - Ijnlnsulater 1 - #CO Flex-l-r;la_. Bas• Sheet nailed Type IV Flintglae P, y Sheet I - Mineral surfa,:e Flir•t,glas rap Over -F_ ywood De:-[ !insulated) 1 #28 GlasbasF sheet Mop 1 layer i.C" Phenolic Flus and 1 Layer 112" Perlite with Joints staggered, 1 - #2`8 G1asBase (Flintkote Type IV Flintgla- ply Sher•t i! 1 - Flintglas diner Cap Sheet I Over Tertun. DE- 4. I{ 1 - #28 G1asbase (Flintkote) Nailed with tube lc--k nails. l Rigid Phenolic InsUlatlnn mapped and 1 layer 1/2" Perlite j mopped with staggered points. 1 - #28 G1as9ase (Flintkote) - Type IV Flintqlas ply sheet 1 - Flintglas Mineral Cap Sheet s R BRIDGEPORT & WOODWAR.D - ADDENDUM NO. i - PAGE 15 Over Metal Deck.--(at cank-m est 1 Perlite - Mechanically fastened with Glasfast Fasteners - 11 Fasteners each 4 x 8 sheet. 1 - #,28 G1asBase (Flintkote) 1 - Type IV Flintqlas Ply sheet 1 - Flints-ap Mineral Cap Sheet. In the flashing specifications substitute Flintlastic Modified in lieu of 0-C Derbidum. IC 5 SECTION 0811ir -- METAL DOORS AND FRAMES Substitution Accepted: Curries IC-6 SECTION 09680 - CAPPET I Nig Substitution Accepted: Contra,-t One, Battalion - '28, 20 lb. Tuft Bind 1C-7 SECTIO; 1016:' - TOILET PAPTITIONE Substitution Arrepted: "Ftushite" by Flush-Metal i_.-,rp. Aoruratt� Concord 1C-0 SECTION 1Cr<10 - F.'OOF SCUTTLES Substitution Accepted: Durred C-9 SECTION 10245 - ACCESS PANELS Substitut-lon Accepted: J.L. Industries 1C-1() SECTION 11482' - PASf'ETHALL EAC;.STOP'S Substitutic-n Acrepted: Medart Pask:etb,, 11 Pa,Jstc,ps 1C-11 SECTION 15500 - 2.4 FAPINET UNI? HEA-EF'-73 Substitutir;n Accepted: Bear cir M:-,r r 1 s 1C-1-- SECTION 1�50r) - �.� UU111 HEATEF7 Subst, tution Accepted: Airtl. rri Sterlrng 1 F--1 JECT I01d 15500 - C FOOIJEP HEA71 Nrj COILS Substitution Accepted: Bohn IC-14 SECTION 15 ,00 COOLING COILS Substitution Accepted: McQuay 1r-15 SECTION 15655 - _'. 1 Alp SUPPLY UNITS Substitution Accepted: Aladdin Sohn Pace BRI")GEPORT & WOODWAPD - ADDENDiIM NO. i - PAGE 16 Y IC-16 SECTION 15860 - 2. 1 CABINET EXHAUST FANS Substitution Accepted: Cook IC-17 SECTION 15860 - 2.2 ROOF EXHAUST FANS Substitution Accepted: Carries Cook 1C-18 SECTION 15860 - 2.3 KITCHEN EXHAUST FANS Substitution Accepted: Carnes Cook VCR 1C-19 SECTION 15890 - 2. 1 FIRE DAMPERS/SMOI'E DAMPERF Substitution Accepted: Safe Air 1C-20 SECTION 15890 - 2.2 ROOF CAPS Substitution Accepted: Carries Cool 11-1-21 SECTION l�A90 - 2.3 TERMINAL UNITS Subst .tution Ac,:epted: Carnes Enviro Tec iC-2 ' SECTION 16500 - LIGHTING The following liaht fi>;ture manufa,:turers are appr,_,ved per the conditions and requirements stated in Spe-:ifications Section 16500 and in the Light Fixture Schedule, Sn,!et 016. 1 FIXTURE TYPE APPROVED MANUFACTUFERS MODEL NUMBER "F" Lithoriia M240 Al2. 156 120 M1::3 "H" Wi 11 i ares 762:. WG-7614 "H" Lithonia 0240 120 M1.3 "H1" WiIIiares 7622 VBY 7614 "HI" Lithonia 0240 Ml's Progress P5711 END OFF ADDENDUM BRIDGEPORT & WOODWARD - ADDENDUM NO. 1 - PAGE 17 r f BRIDGEPORT & WOODWARD - 01015 - SPECIAL CONDITIONS , SECTION 01015 - SPECIAL CONDITIONS 1.0 GENERAL _ a 1. 1 SITE INVESTIGATION & REPRESENTATION Contractor arknowledges he has satisfied himself as to nature and location of work, general and local conditions, particularly those bearing upon storage of materials, availability of labor, water, electrical power, roads or similar physical conditions at the site. 1. 2 CONSTRUCTION LINES & ELEVATIONS Project Layout General Contractor shall be responsible for the lay out of the w,Drk. and to establish all Joh bench marks. Existing Eench Marks '% Monuments: Save and protect from dislocation all bench marks, monuments and other Peference points shown on Drawings: Notify Architect at once if such datura points are, or should be, disturbed. 1 .21 WORK AREA LIMITS Confine storage of material and construction activities to area of construction and such other areas as may be coordinated with Owner. 1 .4 PEQUIP.ED SCHEDULING Schedule work so that there is no interruption of normal school activities. Maintain all existing exits available fo- emergency use. END OF SECTION 01015-1 BRIDGEPORT & WOODWARD - 01500 - TEMPORARY FACILITiES SECTION O15Q0 _ TEMPORARY FACILITIES 1.0 GENERAL 1. 1 SCOPE General Contractor provide oll temporary ,lob site facilities and services as required for use and listed, but not limited to, the following articles. Set;erintend and coordinate terrpinrary facilities normally furnished and maintained as part of 3ubcontrector's work. 1.2 CONSTRUCTION OFFICE A, PHONE Provide suitahle temporary facilities for the overall administration of -she work: on this project. Furnish complete with heat, 11ght, ve;ltl.atlor•i, 1 __Iinp door, plan count,-rs and rAcI s. Include ? separate bushes, tvpe telephones cervi.-e throughout the construction period. Upnr1 ornpletion of the wort , remove al: temporary _tructUres and prade property to conform with the grades called for on Drawings. 1 .3 SANITARY FACILITIES Arrange with Owner for use of existing facilities. Be resporsible for cleanliness of these- facilities or privilege will be revoked. Water: 1.4 UTILITIES Available at --xisting buildlnq. Contractor nak:e temporary connertic-nS. '_ost --f water used paid for by Owner . Ele,_tri =ity: Available at existing buildlnq. 1_cmtractor 'make connertions: furnish wiring, lamps and related equipment rlecessavy to romplrte work . most of electricity paid for by Owner . Heat and Ventilation: Provide as required to dry out wort , maintain acceptable temperatures cif materials and spaces as necessary for proper accomplishment of worl, . )entilate all spaces t,-i adequately assist ur;ing-,Aut and remove smoke, gasses and fumes harmful to persons and wort . Provide temporary ducts or flues to vent combustion passes from hating equlprent to outside. Use i--only eauiprnc-nt bearinq Underwriter 's Laborat-Dry nr other acceptahle lahel certifying equi pr,,ent Ias been approved for use intended and all required safety devices art, pr,,vided. Maintain in pond repair and properly adjust to operato free from smote, fumes and fuel leafs. Pemove temporary heating systern from premises as soon a permanent: heating and ventilating system is ready for use. Pay all temporary heatinq and ventilatlnq system fuel and operation costs until Substantial Completion. Owner will pay -ost of fuel used in permanent system. rr 1500-1 BRIDGEPORT & WOODWARD - 01500 - TEMPORARY .FACILITIES 1.5 ENCLOSURES Provide temporary doors for doorways and other openings to secure premises from unauthorized entry. Cover window and other exterior wall and roof openings to prevent weather damage. Install temporary enclosures where required to maintains adequate conditions for building or insta?lation of w r1 . Cover and protect all gl�izing from breakage and replace any broken plass with new during contract time. 1.6 STORAGE Maintain protected storage for all materials andstore off gi orndaor fl'f r and provide weatherproof raver wherever subject to taminatiorder at all tunes. Do exposure. Maintain stocks and piles neat and in g not block dri �ys and access or passageways. Store materials only in immediate work area. 1.7 CONSTRUCTION SAFETY Contractor shall insure all scaffolding, staging, temporary floors, runways and similar devices furnished by himself or his subcontractors installation of any work: be built and maintainedto safely support required 1,_,ads. Insure all cranes, hoists, towers and ether liftinq equipment ne,-,?Ssary for rnovernent and erecti n of rnateria.ls have operators trained and e,-perienced in equipment bung used,and are properly equipped with guys, bracing and safety dzvices as required by applicable codes. Comply with all applicable local safety cride^nstdd sper,nf ically the Occt-tpational safety and Health Act for the dUStrY- 1.8 FIRE PREVENTION AND PROTECTION Perform all work in a fire-safe manner and supply and maintain adequate first- aid and fire--fighting equipment capable of extinquishinq incipient fires. Comply with applicable Local and State fire prevention regulat=ons and where regulations do not ,_ever, with applicable parts of National Fire Prevention Standard for ,Safequarding Building c=onstruction Operations". iNFPA 211?. END OF SECTION 01500-i BRIDGEPORT & WOODWARD - 01700 - PROJECT CLOSEOUT SECTION OI 70,0 - PROJECT CLOSEOUT i .o GENERAL 1. 1 ITEMS TO BE COMPLETED OR CORRECTED Sec. Paragraph 9.7. 1 of General Conditions. Contractor inspects work and prepares list of deficiencies for submittal to Architect. 1 .2 DRAWINGS, MANUALS & GUARANTEES Obtain and deliver to Architect at completion of work, all copies of "Record Drawings", Maintenance and Operation Manual=_ and Guarantees required by these Specifications, and all copies of Manufacturer's Operating and Maintenance InstrW tions normally furnished with any materials, device or equipment installed in the work. 1. CLEANING3 UP i�?neral Do all cleaning of site and building areas included in work: necessary to pla_e in condition for final acceptance -,)f works by Owner. Clean grounds and building areas free of all waste from 1earinci end demolition, excess construction materials, .:onstru,_tion equipriitnt and debars. Floors and Pavements: Interior floors and pavements shall be vacuum cleaned or swept with a hair pushbroom. Resilient floor coverings :lean and ready for waxing and polishing by Owner. Sweep exterior floors, pavements, decks clean with heavy fiber pushbroom or piwer sweeper. Finish Building Surfaces and AQu�rten.inces: Clean, free from labels, stains, and soil of all ►ands wherever located. Hardware polished, without paint or dirt marks and in perfect operation and adjustment. Glass and plastics clean acid polished cath all labels removed. Fi•,:tures and equipment :lean ;and in perfect operation and adjustment. ERD OF SECTION 01700-1 Y BRIDGEPORT & WOODWARD - 07412 - METAL ROOFING & SIDING S�CTIpN 07412 METAL- ROOFING & SIDING ),.0 GENERAL 1. 1 SCOPE Metal roofing and siding complete- 1.2 SHOP DRAWINGS provide Shop Drawings for review prior to fabrication. 2,02 CTS 2. 1 BRIDGEPORT As supplied by Ray F. Becker Company, Portland, Oregon. P3 Section, 15" width. 24 gage. r="ntinuous She?ts. Custom Color to match ex'sung. Provide all required fastenings, trims and accessories. WOODWARD COVERED PLAY Engineering Components In'_. CCI-X6, 35 as manufa�_tured by Covered PIA-Y. � Half length panels allowed top of Full length panel all ether locations. 24 ga. pre-painted. colors. Color - Selectee from manufactuaer standard closures and downspouts- Complete with edge trim, drip cap, g r 2,; FIBERi3l.ASS PANELS - WOODWAPD Same pattern a�i i_overed Flay m?tal roofing. Width as required by drawings. Color - White. Light transtiasston b8 - 70%. Maximuru length possible. �-.4 idJOODWAPD (0•fHEP THAN COYEPED PLA") As supplied by AEF Architectura. Enaineerinq Products "weathering copper" I-, 1 /2" width, .24 gauge r.H9-121 Continuous Sheets. Standing seam 1. 1/2" + To n,at:h existing and seams spaced to match er.isting metal roofing. Provide all required fasterotl0s, tr�rr,s and accessories. No. 301b. Asphalt Saturated Foofinq Felt. 3.0 EXECUTION �. 1 INSTALLATION Over asphalt saturated building pacer in accord with manufacturer's recommendations. END OF SECTION 07.112-1 �1 tog LLM m ATWUM Ir Ell -- G 1.FM_ I� G t,P.•Ir'i �I cab G LI:�1-_�� IC _LJ.'�h5{Zct�t�� POD .-- MV*OP FLAW 4J-4p\,sJlNA APPITI"to CX*- KA,9t79AM6 _.rte �Gi G I P� �C .r�FrIL OF' to Lf 4 i l) L LH tiro s �14.,wn OIZ%&%WA L PW 61'5 J — S�p.QCaE 50� �eA �U /.1tJ D ,�DDEN pUM ( F�R �JOrE'� 'r}4i5 SNEr`f'� 16 PARTIAL LIGHTING PLAN N Ile" o'_ e•••Y Y 06.2 eF tom.Row' uM.wr•C-9-91222 f�LIr 1 . woop EA INTERFACE ENGINEERING INC. �.fORS C,onsulhrig Engineers (E9) I8 II _D 1'*INAF.�H 1 NLa K I I ol ANS oDE►��M iNeL2�R.Ci1.iv�'��5 THIS SNBEr. I-PARTIAL LIGHTING PLAN M. WOODWARD ELEMENTARY, SCHOOL ONLY 04 er Uw Po.,..ha-a"0"-rrm D 1�5NlJ�SN I aJG� PH "IT•�.., UeA HI IWO &vVVWMH INTERFACE ENG/AlFrRING WC.ConsultingFngineers �i upe-jrrnwr ax, EA --j Salo arw 1�G:.J�.f�7 'X•►�laOl.S .41 genal rJ�L DW(A5 , � I Fl•�•12• � F.13•15 C� I V7) J \ 1 -ItAC CJ n t,16l1471N4 d5 PE'R ,� �IKIUNI GL.or+A,101$ I , J -- ` �7 �� F•t5.27 lot gyp, V ' 27. I � E 10 I a1' F----n SOP�DpC-IJRiMIu�2G'RA7E5�' -- tbEc11o N� TNIS SHeRT, @4_LF3TIAL LIGH i ING PLAN 79F...Ma,1IED•.M✓w�uM�()rsppn0)127 10 PDot'MAIS N ,GDDEMDU DI n INTERFACE ENGINEERING INC ---- R F ConsuRrngEngrneers M �o2T 4 4"ptilaoD v reonasoe.ro� G�_Z 1013 1007 1011 loo 1001 I DPZ 1016 1ADg 1021 I o10 1004 I Cb°S .r I cog I oag 1 O U TO F-(I4jT I Nco - G LL'C K AND PRG:55RAM rA►JEL IN EX161-106 DFFIGE KM, 3e) •-11.lTERGEP'r E:XI�TING UIJDERc;1?DUND yTUgi ZE N TOG PD2 T AS�yHAOWN 1 1 G&,ZND DOI 509 510 GP-3 koro � 1 "4V I5 UAL PROr:,KAM 504 SIGetiJAL P ''' INTE�EPr eT1S 463 UOPOUAROOD TO Exl�aTi�J� si"UFS. 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T •�All— •Mw +v4 �t ,, iwk. w» ,Y '' rw er iit I I 1 ; 1 III 1 4 V I I I r r i 7 III 1 I f �' � OCTOBER P-6 �93 THIS NOTATION, L�.I___ I _—�_ I III 1 i 1 �I I I L I �, 1 rOC IT IS DUE -- 7 i'3 TO THE QUALITY CIF ----- — -- 7M AAL-.. No.M THE ORIGINAL DOCUMENT. — -- — ---- — I L]1 9�IL �ii S7 i,,,ll OIL89TI 9�9r b�1 £T ZT �T� L r9I II Ii IIIIIII IIII IIIIIIII III) IIII IIIIIIIII JiIII IIII IIIIIIIII IIIIIIIII IIII IIII IIII flll IIII IIII IIII I IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII IIII ILII IIII Ilitll Illllllll 7111 IIII Ili!11111 IIIINIII r li. a•; PANEL TVOLTAGE PANEL FLUSH ZF L.O. 0 lw/fig LOCATION IN BRKR. 100 A I/ GUyTOML R1'� 225 A SURFACE ❑ A 400 A �0 -4-N C C A PHASE PHASE N P ITEM/LOAD I R ITEM/1-OAD N P A B C A B C ° 4o t4 ` 5 T --2 ao *2A `"" i 9 f 1 15. �� X40 20 17 �_ �- Sr�RrG 1. 21 23 �N'L�lf� i i_ctN1 LoA. 4 oo R. 27 goo 31 R- 36 coon — co u �o— �v 40 39 42 -LL-- 46 2 �-- 47 — qoo — 4 51 ono 57 _ -59 PHASE A PHASE B PHASE C TOTAL WATTS TOTAL AMPS _ 1� qo2 1`1 9W IS; 9 �i�hl� I _ LEGEND REMARKS: f L I_IGHIS HLO HANDLE LOCK ON R RECEPTACLES GFI GROUND FAULT S SHUNT TRIP INTERRUP OR -1 M. WOODWARD ELEMENTARY SCHOOL ONLY .K .. REVISEp PAWFIL, 41— ns.z RNW,Warm"ON OF �rrrl I,JOo D Wd RD EA 13 o�.p INTERFACE ENGINEFRING INC L'sRI plaEPORr Alp i el Consulting Engrvers ' VOLTAGE 1I LOCATION FLUSH l�kf•'�i . MAIN :' ' 11 . 11 ITEM/LOAD ITEMAOAD s i��r n►��nrc-�r�c�arv�� m�=a on�r�r.grvu.�■■�r�a ONE NMI mo/.� [� iiii imr:� i'�i.c+s�� m 1 iElm - ■'�' - m m i ■ol. 61! = iii • - ♦ iiii ,. 0 in : - . m ® i'ii n n'iii ■� : n. mollfij o'. . ;-, iiii = - • " moms one INVW130LIR IN No I ■..lmoms Moog - m ElAr"�r. - ErreLf I Ki m� , - I � w• r v. m - . = ' �n - i■n ni iiii rm Jill on r • oil Jun • : • 11.11W71 TOTAL 1EVIMM 1 1 1 1 INTE ., • • A / 1 EngineersI r r J% n / fiev p.0.BOX 127 o TUALATIN,OREGON 97062• October 16, 1987 Mr. Xavier E. Rueda Selig/Lee/Rueda 213 S.W. Ash Portland, OR 97204 Dear X, RE: Mary Woodward Elementary School 12325 S.W. Katherine Street FMZ 2.42C-001-000 A fire and life safety plan review was conducted on the above- captioned project for compliance with the 1985 editions of fthe Uniform Building Code (UBC), Uniform Mechanical Code (UMC), and the niform Fire Code (UFC) as amended by Washington County Fire District's Ordinance 86-1. The plans for the above-captioned project have been approved subject to the following conditions. 1. Firestopping: In all wood-framed wall and partitions, fire- '�topping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accom- modate wiring, plumbing and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec. 2516) 2. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visib o to drivers and officers of responding fire apparatus and other emer- gency vehicles. (UFC Sec 10.280) 3. Automatic arinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. Mr. Xavier E. Rueda October 16, 1987 Page 2 4, 822.noVed Plans on Job Site: One net of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of con- struction and must be made available to building and fire inspec- tors for reference during required construction inspections. (UBC Sec. 303) 5. Inspections Re uq fired: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occu- ` pm1cy of the tenant space. (UBC Sec. 305) 6. Certificate of occu ancy Required: Prior to the use and oc- cupancy or other written instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) If I can be of any further assistance to you, please feel free to call me at 649-8577- Sincerely, TUALATIN RUR +L FIRE. PROTE TION DISTRICT Gene Burchill Building Official. S.3w cc: Tom Plusher Inspector Ray Bob Fi,.nt., Tualatin John Wong SELIG / LEE / RUEEA � Arc hitccts and Plalincl �! -Wi �'trty: 972o4 (3)03r 24-017,1 12 October 1987 MEMO i Meeting Attendees: Bob Hunt - Deputy Fire Marshall Gene Birchill_--Deputy Fire Marah&ll- R Ton: Plescher -- Tigard Building Department Joanne aterby - Tualatin Building Deparment I John Weng - Tualatin Building Department From: Yavier E. Rued RE: BRIDGEPORT AND MARY WOODWARD ELEMENTARY SCHOOLS PLAN REVIEW CONFER NCE Attached are the min es of our Plan Review of 8 October 1987. Please review and. if not as you he rd, please advise. Thank you for your he/rd, and effort, meeting was productive. Distribution: • Bob Hunt Gene Birchill Tom Plescher Joanne Osterby John Wong csl PLAN REVIEW CONFERENCE OCTOBER B, 1987 PROJECT: BRIDGEPOnf ELEMENTARY SCHOOL TUALATIN, OR. AND MARY WOODWARD ELEMENTARY SCHOOL, TIGARD, OR. BUILDING AREA: COMPLETION OF MASTER PLAN OF 61 ,000 SF NO. OF STORIES: ONE OCCUPANCY CLASSIFICATION: E-1 AND A.? TYPE OF CONSTRUCTION: SN AND S 1-HR FIRE PROTECTION GRADING CLASSIFICATION: 3 SPECIAL FEATURES: AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION ATTENDING MEETING: BOB HUNT - DEPUTY F .M . GENE BIRCHILL - DEPUTY F .M . TOM PLESCHER - TIGARD BUILDING DEPARTMENT JOANNE OSTERBY - TUALATIN BUILDING DEPARTMENT JOHN WONG TUALATIN BUILDING DEPARTMENT CHUCK. SELIG - SELIG/LEE/RUEDA ARCHITECTS X .E . RUEDA - SELIG/LEE/RUEDA ARCHITECIS THE FOLLOWING ITEMS WERE DISCUSSED AND REJOLUED OR UNRESOLVED AS FOLLOWS: 1 . DISCUSSED DEFINITION OF CORRIDOR AC':ORDING TO WEBSTER. LONG NARROW ROOM . DISCUSSED ROOM AC::OPDING TO CODE. 2 . DISCUSSED EXITING THROUGH OTHER ROOMS AS DEFINFD IN GROUP E OCCUPANCY . 3. IT WAS DECIDED THAT THE INTERIOR CLASSROOMS WOULD BE PROUIOED W:TH A SECOND MEANS OF EGRESS . SEE ATTACHED DRAWING FOP 10 CLRM POD. AT 6 CLRM POD CLRM 605 A SECOND MEANS OF EGRESS WILL ALSO BE PROUIDED. 4 . PANIC HARDWARE WILL BE INSTALLED AT THE EXTERIOR ' 'ORS OF CLASSROOMS 1001 , 1002, 1003 AND 1004 . S. EXISTING DOORS FROM THE MULTI-PURPOSE ROOM TO THE ARCADE ARE TO BE REPLACED WITH 20 MIN DOORS AND EXISTING SIDELIGHTS PRE TO BE REPLACED WITH WIRE GLASS. (CONTACTED GENE 91RCHILL 10/9/67 IF EXISTING HM FRAMES COULD BE REUSED. GENE INDICATED THAT THEY COULD REMAIN. END OF MINUTES .. , , *w .� I I cr-1..�'-M laa4 GLfzM �06d �1,�,1 IOL Cl 10" yP ruUf LOA I� Bolorgp m -- .��� �h1�liAl�• u����# J�yJ11o��-- I u. 4W I� rJw✓ — I« JKa�D pI,�IJ �r-�l li�•161 AVPITI"6 Ixx� - . KtylQ,pllt! a �v LEE RUEDA l't,t�11ton' 1 October 1987 MEMO To: Bob Hunt - D,puty Fire Marshall, Tualatin Bob Ray - Fire Prevention Officer, Washington County Brad Roast - Tigard Building Department Joanne Osterby - Tualatin Building Department RE: BRIDGEPORT ELEMENTARY SCHOOL - TUALATIN, OREGON MARY WOODWARD ELEMENTARY SCHOOL - TIGARD, OREGON By: Xavier E. ueda To aid you your plans review, attached are the minutes of the Preliminary Plan Review Conference of 12 August 1987. Please feel free to call with any questions. csl. PRE; TM11,14c IT Ty �LTI'r'�r - - THED•- t= =E=CL'•iEZ+ CF. U^IF"CL'vEL EL4 ,r�M c•yctnEr, -�» _- _ _:__ _ ItJ !:z-TIONS. __ _ EF:ii.EFrF" MDD1'Ir j WILL r :nlr.wS '"i 'poli SI_ Srt_-r:� WCCDWARD ADT 17 :tr` �,• I - -- _ 1 I'. � :�.�'ai•J_ C�tl'"CCT_� T' Tr�E EiI_ 1NG STAF.TEF. SCHOOL BY AN4. ADDITIONS WILL BE TYFE_ :N -ONETF.Lr`IQN Fnr THz �`y_3c:7DM FUS AND TYFE "-1HF FTF "ME APCRL+ SOILL�ING, L AldL 'HE r.YM�t^L'cIr_ 5- A F'LLL r AL TOMATIC EF=:INKLEF S rST ', ;:F r,V I -vCC �� EM Ut.-- FE ._ . ILED� FGF: i JN C0h5TF.UCTIOh AN-L' THE TYFE k-lHF CONSTRUCTION WITH THE EXCEFTION OF THE GYMNASIUM. 6. MAXIMUM ALLOWABLE AREA FOF. COMMON ATMOSC'HEF;E IN FIRE FFOTECTION CLASSIFICATION OF CLASS WITH A SFFV-lfLEF SYSTEM IS 4 .00'1 SF. THE AREA 0= THE EXISTING TY C AND THE AREA OF THE NEW TYPE FE .,t� �ONSTFiUCTION i E 5N ADDITIONS IS AFFFROXIMATELY 41.46S SF AT WOODWARL AND 4"?w; SF AT BRIDGECORT. ALTHOUGH NO ATMOSFHEFE SECARATION IS FEOUIF.ED INTO THE CLASSROOM FCL•E. IT WAS AGREED THAT THE INSTALLATION 0► "ri MIN. Do' WOULD PROVIDE ADfED FIFE SAFETY. ORS i i 5N "' L__r.I �- - - --_- _ -=-- --Z .G_ FCL'= :;r :. - _ _ _ "_.._. __ .c'?' _ L=: _ =I" _CL- c THS LCC'= V _ _ -__ :_ . _- �,C•u: __ -_ _- ___ ,_-__ ,._ _: FIT _L----'='i' -_H_ ti:_.. BE LE _ I: ,_— !r'�_ _ - u __• c_n- _ -- ---- --- - W=iL- - - -'C P.'I-_ r_ Ir�CL!'L-ED , JE FAri:: HARDv:�,F.E. I_ r'rP_ ==HSC H!.J 'HE CLr_c-nCri S AT _�I% +E r =_r -_I-_`- w':__ -_ =FILIV �=L, FOc. THE FOLLOWING! CLA^_-_'ern rr__ =y-: -=- IMCI W _ um rGI�_ =OCMs W,': LC:FE .4. FIFE A_AFJr F'L'LL K=Y__ ttiI__ N HE F_u�:FE_ H' "HE CLF;M FOD EXIT=. FULL EOY,E_ WI_L EE LXA-EL 4" THE "NOFMAL ' EXIT =A'N OF TFP'.'EL. EhE- OF MIML7EB IF 1 CITY OF TI6A RD No. 25833 13125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD,OR 97223 ) Name Address Lot lock/Kiap-F Subdivision!Adc'ress - `— Permit Ws Bldg. Plumb Cash 7el, ! f - 1------ t Oher Other Rec. By Sewer � _ c { T J Description _ Amount Acct. No. — 10-432 Buildln2 Permit Fees - 10 431 6_00 Plumbir�Permlt Fess ---- 10.431.601 Mechanical Permit Fees - 10.230501 State Bldg Tax 10-433 _ Plans Check Fee 30-443 _ Sewer Connection - - 30.4_44_ Sewer Inspection 51 448 _Street Syst. Dev_Charge __-_-- -- — 52 449 610 Parks I Syst. Dev}Charge _ _ 52-449.620 Parks II Syst. Dev,-Charge --- 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax 10-434 Alarm Permit 10.227 Sail ___ __ -- --- 10-455--- Fines TrafficlMisdlParking 10.230- CPTA TraffIc M sdIV,6 Asst. 10-456 InDefense -- 30.122-401- Sewer ServicelUSA TO-122.402 Sewer ServlcelCity 30.123 Sewer SevicelCity Maint. 30125 v Unmatched 31-124 Storm Drainage 40-475 - Bancroft Prin. Pymt. __�_ 40-471 Bancroft Int. Pym1. TOTAL DENT. �J SELIG / LEE / RUEDA Architects and Planners 213 sw Ash Street, Portland, Oregon 97204 Telephone;(503)224-0173 13 August 1987 DISTRIBUTION: Brad Roast Brad Roast Bob Hunt Tigard Building Official Bob Ray Tigard City Hall Joanne Osterby 13125 SW Hall Bud Hillman Tigard, OR 97223 RE: CODE REVIEW FOR BRIDGEPORT AND WOODWARD ELEMENTARY SCHOOLS Dear Brad, Enclose9 are the minutes of the code review held on August 12, 1987 for the above referenced project. Please identify any items which may be different from what is '.ndir_ated. Also enclosed are 1.6th inch floor plans for each school and 1/Rth inch floor plana showing square footage of the interior classrooms. in the 10 classroom pod, classrooms 1005, 1007, 1008, and 1011 do not have an occupant lead of more than 50 , id therefore do not reassure a second exit door. In the 6 classroom pod, classroom 605 has an occupant loed of 50.5. Rather than going through the gymnaatica of moving a partition 6" to reduce the square footage io that the occupant load is reduced by .5, we would like to have your concurrence that 50.5 occupant load will not require a second exit door from classroom 605. Respectfully submitted, Xavier Rueda Enclosure lcd y. 1 City of Tigard INSPECTION I EQU E S T for ;NSPECTION TIME: _ PEWT NO DATE :. DATF ISSUED '___/_L_ nW N E RS N A M E : -yI wrsR�wr.y_Q C.�w ADDRESS* / lt�r+�.�.ti.�. ._J • -- -- -- - C O N T R A C T O R : -EST ' Air [,, Water❑ , Visual [1 , Lobo?uiory [] RESULT : Approved 0 , Disapproved ❑ , Pending L;, SKETCHWA--k Doff. TOP DATA LOTE: Attach supplemental lost dutu ueret91 M A 0 D R E 5 S—/;-7 zl IS �''l C) Cc,t'-fit�/�rc� PERMIT N 0. Ly 1 16 PERMIT CHARGE none CONNECTION FEE c+oo, cry PAID BY Gic� TYPE OF BUIL01N'G r_'.c �t� 1) l.( DATE CON^:-CT 9 5E P',.1 ICE RATEINSPECTION FEE 50. ti al�� CONTRACTOR PAID BY w OATS. 517E OF CONNECTION A55ESSMENT PAIL �7 9 , ✓ 1f » i ryry X? 245 BUILDING PERMIT APPLICATION cOF TIGARD DATE__ /1 19 `' THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE- OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNERPHONF - LOT NO. OWNER ,y rw Urni,"f'9&A_DDRESS_12,., "_ `_tatt rin( HOME ADDRESS ARCHITECT ENGINEER qU1LD-� BAR�m;�,�, i .a���' j��+il4t.._.�Cl��►G^_RE�S-57 DESIGNER _ `;FRUCTURE NEW _I�RE'M_nOEL-M_CIADDITION ❑REPAIR [:]RENEWAL — ❑FIRE DAMAGE []DEMOLITION ❑ RESIDENCE []COMM ❑EDUCATIONAL CIGOV'T C3RFLIGIOUS❑P.1T10 ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB OFENCL- OBOND U.MOVING _ ❑CONDITIONAL USE ❑DESIGN REVIEW []COUNCIL APPROVED ❑SIGNS OCCUPANCY LAND.USE ZONE BLDG.TYPE FIRE ZONE._ PLAN CHECK BY_-_. HEAT-_ Mir ink I .i ruode A Phemnifit 413 cif ur � Uyy I ra sic F i r u_p _VQ GIs w OC��1.4A.Q____._ . FLv(JB�QAI�----,.___NFl�ifII-______ 0$TQR�E$__ __.___ AREA____�.fVC� BUILDING DEPARTMENT SET BACKS FRONt _ REAR_- LEFT SIDE RIGHt SIDE _ - Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Subtotal ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE - RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 3,20 LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total 03,20 By ��� nPP1 ICANf OR AC:ENT ---- -- - - Approved ( Receipt No n��♦�� bLJl1A�G }"RWM I - CITY TIC ARD OA(E _II..1 1:° IJUILDING PERMIT APPLICATION of —" THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INMATEU BUILDERPHON6....y-----W--- OR AS SHJWN AND �',PPROVED IN THF ACCOMPAi�ING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. I.. :?YtI c�lllaal l }pBFtESS�' � � °r4,� itb tjr.rInL1, HOME ADDRESS OWNER ADDARCHITECT ENGINEER n L:.L y DESIGNER FJUIL_DE R i got. Ti Brrj k INS, � ADDRESS STRUCTURE {„JNEW ❑RFMCIDEL ❑ADDITION ❑REPAIR' ❑RENEWAL DFIRE OFFNCF ❑ RESIDENCE ❑COMM QEDUCATIO--NAL ❑GOV'T ❑RELIGIOUS❑Pl TIO ❑CAR POR�T7 ❑CIL APPROVED ❑SIGNS ❑BOND ❑MOVING OCONDITIONAL USE ❑DESIGN REVIEW ❑C _ • _ —BLQG.TYPE FIRE ZONE 3 PLAN CHECK BY HEAT OCCUPANCv LAND USE ZONE .,, >rox.ltnatalX 22,(')QO square font b1dy. 011. pot smd xMy �aiN*i c+ar,atru t. F�� - -� ,i1�'tsr and 600cifi.c:atione 39 prepaxcrd by 4+buva arch.LtDct. �shaMt ! tilrtl lit s-1_th>ru 5�-8 And M— t.hr'j N-8 and I.-1 thrt; -------- SCC LDAP__ FJ,4QLiLS�A1�— --- _ LEFT SIDE RIGHT SIDE BUILHt' SET BACKS FOONT - REAR _ Permits — HIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, 20NING Plao GheckyU REGULATIONSAND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE __ WORN WILL BE DONE IN ACCORDANCE WITH THS PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH 5uh total �(Z ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE AND SUB CuRTRACTORS TO HAVE state T ax �ir9LICENSETSEPARATENPERMITS REOUp�ORFUR 5EWER PLUMB NO ANHEATINGURRENT CItV BUSINESS Total (7 __EyYAPPLICANT QR AGENTReceipt No.Approved _ ---- --- --_�_— pWkvwra�rwrwwrw+w.x...a�wrnsrwwwir+wiN.wwewurwr*..w�.ne+oa.,.... DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE — _— M---- Contractor �_ — —��- — Permit No. Flou2h-!n 4 - ` Find HEATING ' r Coi!tre ror 7 f r ' i Permit Nu. ---- -JG&%or q;l ;L — �'_ f SEWER -- ------- � Final -- DRIVEWAY .�— — — ------- -- —____ � Final --_------ -- Stunk Drainage (Nein Drain)Final --- -----�_— $idevswlk Curb&Street Final --- --._�._ HPul.wch BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY — - — CERTIMCATEOCCUPANCY - Lunusc!ping Zoning Final BUILDING PERMIT APPLICATION CITYof TIGARD DATEJUIX �.t�� tg THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE r 5- . LOT NO. _ OWNER 1 ;i&UQBADDRESS 12 1; 1:,", 6jttt!61'111W HOMEADDRESS d- 1,IStTI a ARCHITECT � ENGINEER BUILDER '_}wll t o `l f,81:d N'X jsIR ADDRESSDESIGNER �" .� STRUCTURE — ❑NEW ❑RE'MODEL� ❑ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLA13 ❑FENCE ❑BOND — ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY_-.—__-LAND USE ZONE—_ _BLDG.TYPE---.FIRE ZONE—_ PLAN CHECK BY_--` HFAT_. _ tM G +,a1�[IXe1M .)~(]Cliff dIiilli'1equ r7OVII11III 8111, ,1wM- L rGt.a wL lrl< ^- all pQr j.1��lns ",heet 2 thrll 2 Inc! r -___.-.YALU_E ----- BUILDING DEPART_MEN? SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Kermit 20 ti9a —— — — ---— — 1 n ac THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ,ZONING Plan Check + REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE -- WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Subtotal 300 Ou ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE +EIS RESTRICTIVE COVENANT'l. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax �1 LICENSE. SEPARATE PERMITS REGUIRED FOR SEWER, PLUMBING AND HEATING. Total :IOc:.G11,1 By _ _ APPLICANT OR AGENT Approved Rereipl Nn MNIe1d4wNMNr '� �tuivK.yFar.Kn�riw.,.,,. ;+IWix�Ye.geiW�ILr.O' —' PLUMBING DATE DATE INdik TYPE IhAFKCTION _ REMARKS _ Cont �+ Permit No. Rough-in Flxtur! Final —r HEATING Contractor — Permit No. Uee or Oil - -_ -- -- -- ----- — — SEWER Final ` ------�— — -- DRIVEWAY -- -- Final Stony+Drelnege -- (Hain Oreln)Final Sidewalk -- Curb Si Street Final — Appi oech CERTIFICATE gCCUPANCY — FORARY F 'ai DG.DT.EPFINAL CERT PICATE OCCUPANCY I: — _--- Landeceping Zoning Final 1