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I l � r l I r I r t I l � r l �1 S I I �'I I I I I• � I 1 1 1 1 1 '� I t I 1 1 � I t I I r#I I I I f � I wegggoo� ..__. - - •-., ~ n M . .w � NOTE : IF THIS M ICROF I LME D 2 4 5 6 7 A 12 ,. • �r_rr ---—- - rte. ..�.�r.w DRAWING IS LESS CLEAR THAN THIS NOTICE;-' IT IS DUE TO THF QUALITY OF THE ORIGINAL. ..' _ .,0r�"DRAW I NG. j 9c SZ b? E?� ?.,2 17, OZ 61 131 L 1 91 91 --�fg I! c ?, I I 1 01 6 9 L 9 S b E 2 ,�,w""" ���I�llll�llll�illl�litl�tttl�ttlt��tll�t11111i11�•UIIIIItl�llllllil�lul��ttt����t����II�IIII�tIII�tltllllu.IIIIIIII11Ill!Inst' �I111i1�I11�111EI1!{l�il!! IIH�!lltliili:llll�lll1111111111�II1111111I1lIill�lljl�j 1 �Il�llli�lllllllll�llIIIIIIII I I Iwo 1i i �I n..11mllilt PE lOP of W41j, -ro v ; Tf Zt ct i ;. i LJI- H1NG WHP z w OF C) LL ,. --- - - A---- ro WAN" _ t t ,< i r uj 1 r -- ±MA44TA4 �{. �-ss.Gc*�-r r 0 i - - T_ OD 71 - `� , a •ll Wol ( ?� fi OREGON„ - --- -- -- � M� -rM C4 Qom. 4p 9 4LHC.�.�T� *5oH %I( w 4l� M TS s•t'A4-Izp wGH'TwMGFt'f L}H iT5 OF QR C4*4rroK � +4 To M jj� cq o - - "'�� . • x 10 4 IZ” nllll::4�Lo WlWVeJ�4 p W4� T0 I z 0!� 'I .u- M 8� f 4.4-3 • o& -1 15N MT 65 6RAN' AVE . r' 2 0 ^ ,,,� � 1 leltlll � � tleltll I � I �Ib e1r1111 1 + 11'!x'1 Ilt I-fir I �1 ��� f! r•I � I �t�� Ill I � 1' 1�� 1 tll 11 Ilr Ile ill �� � Ilr tll lli i� � r I i t. e e e Iii i ele e e e e 1 t P e e I i i e e e e e e eti �, ,. - _ - — • . NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 --- 8 - 9 10 I I 12 ►. - DRAWING IS LESS CLEAR THAN THIS NOT ICk;-•'"IT IS DUE 'TO QUALITY CF THE ORIGINAL DRAWiIVG. oc 62 8 2 12 92 s b2 E2 22 12 02 S I of L 1 91 51 b I E I 21 I I 01 6 6 1 9 S b E z ..,� �frr ltllleellielllleeeeieeellelieileeellel�,l�lrl��llllltlt�trrilrll�llra�/1M�11lf�eeltrtrirrlllrllrlit�.lttlrllllllll�lerrr��riult,irlri���rllrrlllltl!ll�1�t��rillllllllllllllllLlllIIIIIIIIIIIIIl111�1�11i�lllltttlttttlltllltlllll�!!1 �,�� �t��� APRIL 20 ' 1992 1 a � �1•w•w�.ex�- 5M .rte �� ... y ii. sob ,.. _ w �I�M��� .. • � ' ,a'¢Bks �i- t.:, r-, � ' ' e 1 AlA •.t,...,.....,,,. .. v.,.,,.•,....-•*�.,.-.. ,.^ G'S'M '. r.r_ N �i�,•';: . 11'�1�_I... N ):.:,.r ', ,. ..r 1 J. .< G �.- 1.Y. i 1' 1.-�i;�' 7.f f t� �7:'Ir^4'.i•1r 39 Y ���P�: ,7; l� l ,.r :G - -- � -. 1k `'ia �i,M. � � x;71 t w k� �YI � •}���� j� ��l;� 'c� �i�'a� 1298b SW GRANT AVENUE INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of I nspertion Date Requested. Time_ A.M. P.M. Address /� %��S Sew _ !-+g am/ r Permit # c!S Owner , Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to .__.____ _ ❑ Approved Inspector ,P"Disappeoved Date -- -CALL FOR FOR REINSPECTION 1Z( gyres C] NO INSPECTION NOTICE f /, City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 �! Phone: 639-4175 Type of Inspection Date Requested Zllwl/ Time 4''A.M.—__ _.P.M. Address Z� � W V 7 _ Permit 7CT Lot #_ Builder The following Building Code deficiencies are required to be corrected: L7 ILI r Presented to g Approved Inspector - --- -- -- _�.� - - -- L.1 Disapproved Date CALL FOR REINSA C770N ❑ YES 1--I NO r INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Ciregoo 97223 Phone: 639-4171 Type of Inspection Date Requested Time A.M. P.M. AddressPermit Owner Lot Builder The following Building Code deficiencies are required to be corrected: A Ir -'V Presented to Approved Inspector Disapproved Date CALL FOR REINSPECTION ❑ YES NO l( MACKENZIE ENGINEERING INCORPORATED (�� OF U( � ,I� � U I MACKENZIE/SAITO&ASSOCIATES, P.C. 0690 S W BANCHOFT STREET PORTLAND.OREGON 91201 1503);)24 95611 (S03)224 9510 Date: July 21, 1986 Project Number_ 186003 To Terry Lovenburg 418 Carol Ct. 11olalla, Or. 97038 Attention: Pr:,ject Name: C. F. Tigard School Please find attached: shop drawings —� plans samples —_specifications copy of letter change order details JL calculations Numberofcopies: Description: Foundation Calcs X_ For your use For your review For approval As requested PEMARKS: Copy to: __ — --- -- - - ---- Signed: Randy Simpson/jc X _ Mailed _ Dellvered To be picked up If 0400SUMS taro not AS n010d. NIndly Moldy us at ones, i O /G AIJ gCto�v k ,eE✓iS&* Four.io/�T1UNS _ — lit0 9 ' LJ L _ 3 ' o" PROFF 001Nf� 9,382 pr C>oz R ,l �o p r oarboN 27, �r P C14S WRENN� Ck (.3) L& n)!' of FT& CM 3 O. C. 3" CctA2 (3 ) e Burro" )p P,.->-.r @ 3" 0-c - -- - TIGARO GATE MACKENZIE ENGINEERING INCORPORATED JOB No . 2 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)224-9560 SNT _�.OF GN�uc �J5��, 1� � � z.2f( ,2) � GMBtr1�Mt=�+f A - 2-3y I ei�r r �S 21100 3 ) i 416 r o Z l SiS J z 9 4-e 9382 4 r, oRnoN �-- Cr°jr 12.0.•\���: 4S WREN,' TTIC,AgD renmuuL By ics GATE Q< L MACKENZIE ENGINEERING INCORPORATED JO°NO 1 d lIU Deno S w RANCROFT STREET PORTLAND.OREGON 97201(W3(224.ObW SHT ZL3. T �-v coo,, � � • `� PvNl*.� SrJ �,� ZS i�,J 14 � L 1..A � ?_b. L — I �1 ( � � � Z� — � t �I , !�� + �1 (•h� '`L-I.. Lux ; • r„ 11i � = jr� j�� .3 � � . : Lu ArJ S .17 �1���� FROFfs INFE�sa� 382 OR[GON C E DATE MACKENZIE ENGINEERING INCORPORATED roe No 1 �Q)..3_ J0690$W SANCROFT STREET PORTLAND OREGUN912G1 i503-22a 9560 SHT — D + 5►�ow •� ,5 w�Np1 `1 C 13 L11 , Ls3 I<�- - ► �Cl �klt- 1 ��J� KL z 2 1 • X ►L — 5), ca S S -11�-L1► 1U J' 'e- 10 Yl-L - 1Yl-L - ILS '` tA _ By DATE MACKENZIE ENGINEERING INCORPORATED JOB NO /; , c) 3 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 SHT _ �'' OF i i J bt ,?,x�AL F� = 1-I '�i Is, 2 t-t PST N1 = �3Ss3o ( 16x11 -`►• S , = 3y`1 `-+4s�-� lS3wN �S ► I (.�, 1 ti � PSI: F;o c► 111,3.x--,tl._xNIS --- . 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"1t5-5`t /I�-15• �1tiS�� �S� z 1� �5✓ Il Q-%ejII,l-11.� 1150 �Ull���ti`L, 61yt By -- -_._ — DATE /r JOB NO. _-- MACKENZIE ENGINEERING INCORPORATED •1_Y 0690 5 W BANCROFT STREET PORTLAND,OREGON 97201(509)224.9560 SHT._� -_OF__—_— ,A SIDE Sc , L, ,J"F GF wv E I �4 h l � � � t✓�s r 31 S l I � JG �IIv R, A 0 r ; n t By DATE ------ JOB NO MACKENZIE ENGINEERING INCORPORATED -- LTA 0690 5 W BANCROFT STREET PORTLAND,OREGON 97201)509)224.9560 SNT _ -OF 1 ^OhtNC- M2�S1:Tr=t7 v`t L�1� 7vSTc� 15 iS M = �� �� C I'�s. t�s1(�tl - low► ��K . � iN --SS o= X13 fi I lou!? - 'Ll`A 3 13H �1:,p,L �'•�'1�,t5� I1 ;-U ecr 1 tisl LIxlu v, H,�r: -t►� 10 }1 -lei 13C l o�rsla E P&LE • _ L4 rd 5 T 31 Pr MS1V1 By - DATE -- I boat "- JOB NO �-- MACKENZIE ENGINEERING INCORPORATED SHr _�---OF� 0590 S W BANCROFT STREET PORTLAND.OREGON 97201(509)224.9560 I 1 W = 5 w u L-0 2 S x 55 P LF I PL,-1"i Pyr I 2-A L',e (� l T 3 c► ,rn S 2 S ,t2S �� I•�CI• is) ,a,�o K' •�~� 1 �•�,�� I� ,� C Sri _ ���� , 3r, � X = S til w _- - - - By DATE I / ____ - ---- _ _._-_- ---------- JOB NO / D�j l7 U U3 � ' MACKENZIE ENGINEERING INCORPORATED U0690 S w BANCROFT STREET PORTLAND.OREGON 97201(509)224.9560 SHT OF i I I 2x16 OF 01- e 'L -4 ur- w � Flu 2$ I R2-1\(o oi- 0 e i N,,- DPC.E rIS.tub3� � �t � Il (,� l(1•t,1�4.3337 �L = 1 � , . 55 __.� SrS� tic • �$ = (o�`1 •� < Cn 5.5 DATE ---- - -- - JOB NO..1�Q�Q _�. MACKENZIE ENGINEERING INCORPORATED 0696 S w BANCROFT STREET PORTLAND,OREGON 97201)503)224.9580 SHT OF ��� _ IIi 1 � / Ls C ��,�.,� �. �a Ps r- M ♦z 2�,� C Is,ts SLC►t) /� Z�,`d. PS f-' to oy ��� tS3• ) ,J 1 — L.c6 = I Fr. PS F M� to V �S IIts,I-1h1cs UL cl H IauuUJL-)(?U,lei ►s 1 N - . 141o/ ` ti ' , 645 " L�?�r, � I u26, �InN � � Rs f�+ = �`s Psi (4) JUd x /'/2 " SLI 1.333 t b ' } b V = By DATE MACKENZIE ENGINEERING INCOPPORATED JOB NO r 0690 S W BANCROFT STREET PORTLAND.OREGOII 97201 0503)221.9560 SHT _ __OF -.,:.,a,wiwua,,.u-.._„ w,. ..... ... ..,.,...r..,.w-.,.-:a n..,r..+�w...•ra >......... ..w...,.:_.. _..�... ,,.v....a.,_.,wr.�.. � 1 S r V -------- av Lj i, ee P S�rG (c, BY- _ - DATE _ u JOB NO. /1-s1-111 MACKENZIE ENGINEERING INCORPORATED 169n S W AANCIlOFT STREET PORTLAND OREGON 97201 1502 224 9560 BHT. OF CITY OF TIGARD 639.4171 I DATE June 19 19b(i 6065 BUILDING PERMIT Las}. Line 639-4115 TAX M/f'r+'L_'2L;fi LOT N0. _aVQ _SUBDIVISION OWNEF(lir_urAL-iChQOl Listrl>4L _ _ OB ADDRESS U295 Sil L ZaUL-_8t- - -- BUILDER _ '`skor Conatruction.418 Ctyol Ct. 1401411A STATE REG.NO. _-,---.----EXP.DATE BUILDER'S PHONE - ARCHITECT. _ PHONE __7 4-256 OTHER STRUCTURE S NEW ❑ REMODEL_ ADDITION REPAIR MO/E-- OTHER DEMOLITION Fl RESIDENCE L COMM ❑ EDUCATION IND ` RELIGIOUS �4 ACCESSORY GARAGE OTHER FENCE OCCUPANCY _.LAND USE ZON& y BLDG TYPE _ .� - FIRE ZONE PLAN CHECK BY i HEAT construct coverers area at Lharles I'. Grant cLjoa1, s►1 per aoproveu OlitE>S. SEWER PERMIT M -- OCC.LOAD FLOOD LOAD HEIGHT l.r NO.STORIES 1 AREA 450U NO,BEDROOMS VALUQU,O',K; BUILDING DEPARTMENT__ _ 1 _ SETBACKS FRONT 1 REAR LEFT SIDE RIGHT SIDE 5v Permit 14©.__,___�tHIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODs, ZONING REGULATIONS 4ND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Plan C iA'k ,J3 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE LAC Aj WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF (HIS PERMIT DOES NOT WAIVE PI.Ck.Fire 54j,2U RESTgICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS — TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. Mate Tax 5661 .. Total 293.65 SDC APPLICAN-f-(5R - —' Prepd. 14).53 IPbCM 1 ADDRESS � PHON�— Receipt No.P . ,Bal.Due 146.12 J , - -- Issued By____-____—_Approved By �_ DATE INSP. TYPE INSPECTION REMARKS w PLUM3ING DATE $'2"8l' — Contractor Permit No. Rough-in Fixture — --_ Final HEATING Contractor Permit No. Gas or oil Rough-in rt.--- — Fine' —._"— — -- SEWER — Final —�— DRIVEWAY Final Storm Dralnage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Tinel CERTIFICATE OCCUPANCY — --- Landscaping Zoning Final �/ /�i�,.\ •i fop, .."h''1 tlpd .•2 �/�'•, r t I� INf7 ti r 40 q !! l 0 Jk}f F-4 JA O �' a Cd c � ;� �•:f{. � � > .--1 �, q G� Jar ' 4 O V rF M cb t!1 O IT _ �F o tap u TO 'i yDou + c r v p V In r-J � o to in ►. ,d w � a � -, .i O rn G I o p! o U o !t ' to r s w '•1EP'' � y � � � a1 4" � •.moi d , i Ld d ► N , .;, TO � � �,� I,A� !!r• .� �,/l►1 , t!l1���5:�►t!'_,,/��—�:41i�� t+1t.:•:�! 't �r i yr�,,�,',,g..�. i�, �S, 11. � !b; 1 i' �,��' Nk� ��. NL' -aq��Rx' •G`+�+�. a't BUILDING PERMIT APPLICATION TIGARD DATE - -'"' - _- .19 '33 4491 THE UNDERSIGNED HEREBY APPLIES I JRA PERMIT FOR THE:WORK FtLREIN INDICATED HOILDER PHONE —8 -,?026 OR AS SHOWN AND APPROVED IN THE.ACCOMPANYING PLANS AND SPECIF'ICA FIONS. DvVNFR PHONE 634-2211 _ ;.nT NO. -- OWNER School DLvt 21J JOB ADDRESS 12985 To; Ora nt Ave. _ T_ ARCHITECT Selig flensteae Calibre Corp* Cont. 9105 SW Burnham "at• ENGINEER 2? 1.� BUILDER ADDRESS DESIGNER STRUCTURE ❑ NEW D REMODEL ❑ ADDITION_ ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE C7 COMM Q EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO O CARPORT ❑ GARAGE ❑ STORAGE CJ SLAB FENCE OCCUPANCY —!,'—LAND USE ZONE —BLDG.TYPE 51; _FIRE ZONE PLAN CHECK BY `! � HEAT �Ie^a klel Toi.lot Ea Ctlities at CF Tigard Flem. S-hoolAll per plains and code plumb. pentit required -a - SEW ERPERMITN OCC.LOAD FLOOR LOAD t:onC-HEIGHT _ NO.STORIES t ARBA 123 NO.BEDROOMS VALUE 15 X00 _BUILDING DEPARTMENT SETBACKS FRONT REAR _ LEFT SIDE RIGHT SIDE Permit _ ! 10050 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 ��' WORK WILL BE DONE IN ACCORDANCE WITH THE oLANS AND SPECIFICATIONS AND IN COMPLIANCE rrttt,.i� WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-tQtAT _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS r`.4 2 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax _ ].14.9 SDC- Total BY _— PDCq APPLICANT OR AGENT - Receipt No. Approved �QWIt J ( ;lh AbbRE93 DATE INSP. HYPE INSPECTION — T REMARKS PLUMBING DATE Permit No. If Rough-in Fixture Final HEATING _ — s �^ Cont,actor Permit No. _ Gaf or Oil Rough-in ---- — — —- --� Final _�_----- SEWER ' Final —,_ DRIVEWAY -- Final Storm Drainage — -- (Rnin Drain)Final Sid awalk ——_ Curb&Street Final __ Approach — 13LDG. DEPT.FINAL TEMP^ORARY CERTIFICATE GC_—UPANCY CY — ,CERTIFICA' E OCCUPANFinal —_ Landscaping 7^ping Final K: � s � � � lUfl �fl110 � U �fl � � IR� fl� 01EC110 (1 DIS1� lCI P.O BOX 121 0 TUALATIN, OREGON 97062 0 PHONE 682.2601 CHARLES F TIGARD BLDG A June 15, 1983 12995 SW Grant Ave. Tigard, Oregon 97223 5214— 1 253A--269-000 Dear Ed Walden, This is a Fire and Life Safety Plan Review and is based on the 1979 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UDC ) and the 1979 edition of the State of Oregon Mechanical. Specialty Code and Mechanical Fire and Life Safety Code (UMC ) and local ordinances. No hazards noted at this time This structure ( or tenant space ) has not received a final inspection and is NOT approver: for occupancy. Normal office hours for Fire District Inspectors are from 8: 00 to 9: 00 a m and from 4. 30 to 5 00 p. n Inspection requests and questions should be made by phone during these hours only Whenever possible please ask for the inspector you wish to talk fu, by name Approval of submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. If you desire a conference regardinq this plan review or if you have questions, please contact Gene [lir ill at ( 503) 682-2501 Sir e�y _ ne 1Yrc SII F re Preventi n Bureau wluww x w w Z m -• zwzzzz cp z ❑ z O ! -. I O Ono Q 100000 '-• 000 } 0 �+ I Nw Z z • LLOZZZZ Z .JZ zmz H I m l N NV F -� O a Y a n E N En V L I w Q. o u J Eu I En a Z I N ro v o u �• > Y U.1 O aC. In u u u J 0 N N F N --+ I o I -+ . 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U I IO to ro ro +•` ro ro z I c > N p, a, J. a, v O !- E w I .•. ., - ] rp O I o o C > a L F L u c r 0 Y a o CI N � 11 U ¢ro ) IQ Q 0 3 o 0 /•, I U U o O T rT 0 0 ] ] N ., C C c 4 > CO I ' v. F `✓ h, F- I U U F- C - Y F U. U F• c L LL ,h u l L F '' F F L. P E a V a N F -' rd -t k7 co r- o (Y I O O O C ] rp Y Y F C Y ., N +. E .. .: t N •� .. N I .L (L cr .r U.. S. '•• IL En u r- £ Ey m Z m u 0 �• u 3 �� z D O uP) d mPo - % ('iCi x c N (v N a, Lr) + N O u9 I aa> P N L I I O I E'J I O z a •� N L� P I h ul J a(7 C7 ¢ r 1 9 1 N V P 3 rd - (L Q Q, N C I F _L Cu u z I I. 1 Ci I Q P G I .., u ET V G d J N I O I d I c l d 1 n a, N a+ n w C C LL c C Q l c '0 .+ In It m 0 I O O u 0 Y C ^• £ a ro c• u t F I d Z I Q o ro I {. t E l O r ro w c u o w 7• .+ Eu > Q C7 m I I O 10 T" O F ro I 2 •0 EL m V F I 1 : O I T N I Q m O Z I u "• O N 1- 41 o a = 2 E E z V I .t. I J LL I u I I N 3 I m 1 3 'A .. � E a T ] ¢ a 1 1 © Z I c F I z 0 N U) u. 1 O N +•'- r0 a ] m Y -, ••. Z C' (t E I a 1 I ro d 1 . 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I N v J u 7 31C 1 v i CITY OF TIGARD—12420 S.W.MAIN—TIGARD,UREGON 97223 RECEIPT DATE: ,(!�.' ------AMOUNT: $ DOLLARS NAME:/ CASH: ADDRESS:_,•��-3 .`Y�J /L-�-�J �.lj _ v / tuHEC �� M.O.: r OF FOR: ACCT.r PERMIT: SURCHARGE AMOUNT SEWER BILLINGS 40-364 $ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 -_ S MECHANICAL PERMIT 05-332 BUILDING PERMIT 05 333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 PARK DEV.CHARGE #1 30-367 PARK DEV. CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 TOTALS RECEIVED BY: "%, - -�-- — _-— PERMIT N:IMSERS ASSIGNED: _Number Amount Number Amount Numbo+ Amount ------ s _. S —_ $ S.`.. S S- RECEIPT r 1 - I � I 82 4 BUILDING PERMITAPPLI�ATION TIGARD DATE-. ----,T9__-- O49 THE UNDERSIGNED HLREBY APPLIES FOR A PERMIT FORT HE WORK HEREIN INDICATED BUILDERPHONE �. OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 604-2221 Charles "'•Tigard 12985 SW Grant Awanue LOT No. OWNER _ A615DRESS -� -- ARCHITECT I.j.C.hrtiienemn__ER (. Henry ►tansenMason 14640 S4 79th DESIIGN BUILDER ADDRESS ER _ _^- �._—.-- STRUCTURE ❑ NEW ❑ P. .MODEL El'ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM A EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB Ci FENCE OCCUPANCY _ __LAND USE ZONE BLDG.TYPE` FIRE ZONE_ -PLAN CHECK BY d vh HEAT_. -- Construct ( 2) two playground walla. Ita inforced masonry at : arles _f' . Tigard _Schoo . SE_WER_PERMITN OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE 124 0f1. BUILDING DEPARTMENT SET BACKS FRONT _ REAR LEFT SIDE RIGHT SIDE Permit 'J •5U 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 TKE Plan Check 2 S,a3 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE h 3*33 WITH ALL APPLICABLE (:ODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTC,. AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 41 1,54 LICENSE.SEPARATE PERMITS REOUI9ED FOR SEWER,PLUMBING AND HEATING. Total 5.1) SCc- PDC# APPLICANT OR AGENT By P 1 Recelpt No. Approved S✓h — ADDRESS — --- ------ ---PHONE 1 i i .i 3 r; 4 a. DATE IINSP, TYPE INSPECTION REMARKS PLUMBING DATE fz Contractor Permit No. Rough-i- Fixture Final HEATING Contractor Permit No. Gas or Oil Rough-in r-i al SEWER Final DRIVEWAY Final Storm Drainage (Rain C In)Final Sidewalk Curb&Street Final ---- ----- --- -- BLDG. DEPT. I I Ei.:PORWRY CERTL-ICATE EiA14cy ICERTIFICATE OCCUPANCY Final i Landscaping Zonin,F-inal �.� ��:,,,��/"\/."�'• ... ���/`�� "4. �v+V '^'+.- ter, /A�n �«"'1' �.a r�Y» it`` \ �Y=r '.�{r a+ "y�,�`�.f,3:�' 'MIIM� �t,A11N' 'YQE•"��i'�/��{��c•^111'�. y!M%I', 4,% i18-r-111M ��INIR'M�4 •N11R -+t :•�M' ,LINA, ".-Ah��"" � '4 " ti'[! 4f .•' t R�/ y F� �t �( "ti 1�'- • to 10 }s��.�,:Jo>:�dii�, ��i' n�.;�*�r•., �n��. .d'� �s,�,�D�. hiw:e.�-.�„�f��.a. '•� ..�_'��.�- '. ,� ��( -ter .-;,• _�-.._-- ,; � _ t� ° O mo tL yr H +' I til o 04 coco a ro ptl �. q.• sr LZ V i . .tt �•�:{t .r,��-, � p, N c o ea °' 4.3 O LnbO w CL • M1 a H r 1 •�•-mss ' � \•Mtn�"' `Nw.y' m 1 i-• p I .•., y � `C/ I• 'h.'� Lt cr co bO 4A& co O fo 16Rt- .3 -O to p S i S 0�/ e^,S•5 �:.l Am w p .. • >. O 't t• =!4 - ''{` N O• C •�a •a,..r ro rot- ,,.lQ l ro _ v)� ti i iAr bo Cd �;. :t��. l../ � der' G4 O � U ��'' �• _��������� � ��e•',�� I - — -_- --. � y����Masvex�:e�a�.iorvre-,'.,r:u-...-...:-.. -c«r,R,c.��en�a;� ,.... � d\ � 8 �'' � ,•.� � ``Y°`"ter-�.�;•�, r ti`'' t'i �- �et�t' ���••.'� ~ �' � , vqw EEttep�,�np v wii� �F `+{�iF .+ n\ �M A "�_� L. •� IIF � MI.• �- ,;•1�� dl 4~ �:/ • � , .,' ,�•^'�i ~�^' ,•M.,PI'� ;�f' +?J+'NNbk�, dh t `;•>S � -� �,. ��:�.,,,. _�4%q�y i� 1 City of Tigard Ins Qc•tion Report -W-_ _--- c Building CHARLES F . TIGARD ELEMENTARY SCH00L __- -___._ _ permit# 87d 13137 SW Pacific Highway -`- - Address __12985 SW Grant Occupancy --A-2--_-_- Building Type .5-1 HE, --Land Fone __-R--7-- Type of Insoection _Final for Mu1ti.Ruroose Ro_um Arii.itir,o_ Comment Intermediate han is it required for main entry stairway (Sec. 3305 (j) _+ .2 Exit door for stage to assembly area must be 1 J huuL gated self- c7c,sino - it is not abeled as such Sec. 3904. -ice?SElf-clising fire-resistant curtain required for -p.rescenium ooenino __ _ Manual rel-eases for ceiling _ Smoke & Heat vants no . i nstall,ed, ----Sec. 3 9 O 1--Lhl__ _ __ _ �r i.r jj ually_ operated flush bolts on Exit door leaf from stage to exterior of building not allowed, they must be approved automatic flush bolts,` Sec. 3303 Sec. ' 303 (c) Need handrail For rt L sides of stakrw9y---9-ff stage,,-Sec. 3305 (J) Portable stairs for stage reguire handrails - one _side only. -- - — c. 3305 (.i) _ '� " _.Glazed panel in door gr office offstage is required -tri be,,wired _glass. Sec. __ c; _- Fusible li.-nk required at ceiling levels for roll up doors in kitchen. Sec. for bathrooms off kitchen not Seal holes in 1-Hour walls for furnace room. -Handrail for stairway to furnace mush return tl,L w911 or Newel Post. -- -- -- ---�. Sec. 3 3 00 5 (j_L Bathrooms for auditorium not_ ] abeled llaoys" - .Qgors for Girls Bathroom & Faculty LooLoue not label,gI 20 minute. Wood Fire-doors cannot be site gaintedun_less appro_vdd by manufacturer. i ---- - T.R .F , DInspector - .- ^ nate _- Date 1 __ 1GARD ELEMENTARY SC6001, - SJUTH UINl, BUILDING PERMIT APP!_ICATION TIGARD DATE _ ,g 3 218 THE UNDER SIGNED HEREBY AF FL!FS FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 646-27b , OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE X162['_ " 3j t8h LOTNO. k00, 251m2C8 _ OWNER (igOrd 'jch.L'i8tL'JOBADDREul2Wj b1:� Likant olv-anus _ ARCHITECT Bloodworth, stal ENpUNFER"• BUILDER Vsrn A. Gray ADDRESSRt.4-Bax 301,Hillsboro Damagsxi 639-94 0 STRUCTURE ❑ NEW KYREMODEL. ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE 0 DEMOLITION ❑ RESIDENCE ❑ COMM X&DUCATIONAL U GOVT ❑ RELIGIOUS ❑ PATIO ❑ CAR PORT D GARAGE ❑ STORAGE ❑ SLABIJ FEN:E OCCUPANCY —LAND USE ZONE BLDG.TYPE _ FIRE ZONE—3—PLAN CHLCK BY �. HEAT—_ f<e,aodel south_Wing of existing elementAry school. Nan-structural. All per plans, speciNkstions and code. SEWER PERMITK OCC.LOAD FLOOR LOAD " HEIGHT "" NO.STORIES 1 AREA r 968NO.BEDROOMS +" VALljk39 2 U BUILDING DEPARTMENT — SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE —` Permit _�28.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING -- REGULATIONS AND ALL ArPLICABLE CODES AND ORDINANCES, AND IT IS HEVEBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANJ SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal HESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURREOT CITY BUSINESS State rax d,. ,�� 1.12 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total S29. 12 SDC— : --- -- - PDC# APPUCANT6RAGENT - - By p1 f)1)H Receipt No. Approved ADDRESS PHONE DATE INSr. TYPE INSPECTION REM PLUMBING DATE Contractor Permit No. Rough-in Fixture Final HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWFR Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street final Approach BLDG. DEPT.FINAL JTEMPC�IARY CERTIF-I OCCUPANCY , Pinel CF_RTIFicATE OCCUPANCY __ L7.,ndsciipwg '. ��.P"'g Zoning Final +� axe w ams pARTMFNT OF COMMERCE—PLANS REVIEW SrCTION NOTICE OF PLANS REVIEW Z0113 .se xrAx-4xxmza(Mr&$"XAN4`VAK ty„as (TNIS IS NOT A BUILDING PERMIT)Building :Ys TIGARD ELEMENTARY ;`CHOOL 12985 SW GRAN'-', TI(A RD 80-557 Building Add--, County WASHINGTON Occupancy - E-1 Const ___ NIS ._Sound Value 3200. Flan Fee 11.20 Architect _ALOODWORTH•PETE tSON.RT•T•7SsgSL7 , Bldg, [l Addition 0 Aheratlon 9 Date Received 5/5/80 _ Owner ,____TTGARD SCHOOL DISTRICT #230 Address 13137 SW PACIFIC H4.TY.sTICl6/3/80 a e Reviewed �_ Stories _ Area Attic /._ Fire Walls ____Fire Escapes Exits / h, Main 1I1. Basement Ht. Stops Tot.width Stairs Vert. Shafts --/__ Sprinklert, Man. Alarm —_ S.P, /_J_� Closed Closed No Yes Area Covered int. Size Eat. Hr. Det. _ /__J Floor Ceiling _Roof Str. Members Class No. Type Area Covd. Wall cover Htr. rm. encl. __ Type flue_ ____Type Htg. System_ Fuel Ett. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. checked on the enclosed list are applicrble. These 'ferns and any specially noted provisions must he incorporated into the project to meet current fire protection regulations. Approval of submitted plans isnot an approval or omissions or oversights by this office or of noncompliance with any applicable regulations of meal government. REMARKS: TH15�IS A REVIEW FOR MINOR INTERIOR NON-STRUCTURAL ALTERATIONS. PLANS ARE ACCEPTALLE AS SHOWN. Ey.amined dy _ 9J I TAM F. Alf VER50N Copies to: _API'LICAN_To_FIL—DEPUTY,SFM,OWN E_R,B PT.sFIRE D►_PTa sELEC. Se'�Aaatnt� f I i BUILDING PERMIT APPLICATION TIGARD DATE _- 19 3049 ,THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE •OR AS SHOWN d NE1 cPP1�Ov cD�IOc�1 THE A��q�i13P/�N�I�f�%ANS A1NDRLE 151CATIONS. OWNER Pr10�;E / LOT NO. OWNER Tigard PUbliC Ca"CIleDO10DRESS 1298b SW Grant Avenue _ ARCHITECT SRG ENGINEER BUILDER Firestop Coo AUDHESS 9344 SW Ticgerd Ave_. , DESIGNER STRUCTURE t3 NEW G `EMODEL I.I(ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE IN COMM DEDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE El STORAGE U SLABD FENCE OCCUPANCY `_ LAND USE ZONE � BLDG.TYPE S'� Hr'FIREZONE--3 PLAN CHECK BY �WH HEAT` Construct Fire sprinkler systems sll_pe_L p1.ane and code & pamphlet 1.3. _ Installation subject to Inspection by Tualatin fire Uept. SEWER PERMIT N OCC.LOAD_ FLOOR LOAD_ HEIGHT NO.STORIES AREA NO.BEDROOMS VAL Ud;b 40(j. BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE Ric HT SIDE Permit 36• U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING 'ODE, ZONING REGULATIONS AND ALL APPLICABLE LODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORT WILL BE DONE IN ACCORDANCE WITH THE P!-ANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES IJOT WAIV Subtotal _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONI RACTORS TO HAVE CURRENT CITY B ISINESS 1> LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax r i 1• 144 — Total $37. 41, SDC ( ./f•�r~� By P1 PDC# APPLICANT OR AGENT Approved DWH — Recyfut No. ADDRESS PHONE M ARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW 00?B3076KX75(?E�3rMZT 4Y4}iQS110a)6o0lrttkN4502t�OK IQ;. (THIS IS NOT A BUILDING?F11MIr) SPRINKLER ll Building CHARLES F TIGARD ELEMENTARY SCHOOL 12985 SW GRANT No 79-1659 __. - --- Building Address Coun// WASHINGTON_, Occupancy E-1 _ Const._V QUE IIR_Sound Value $5 -;�Plan�F�ee��r+s�L-0 Architect FIRES'OP —SPRINKLERS-- New Bldg. ❑ Addition [:] Alteration U Date Received 12 18 79 Owner TIGARD SCHOOL DISTRICT 23J Address 13137 SW PACIFIC HW . Date Reviewed 12/20/79 _ / Attic / Fire Walls Fire Esca Exits_ / ft. Stories � Area Pes Main Fir. B.sement Ht. Stops Tot.Width SP R IPJ j(L,E RS Stairs J Vert. Shahs _J Sprinklers ../..J Man. Alarm S.P. .. Closed Closed No Yes ' to Covered Int. Size E.t. Ext. / . Ht. Det. Floor Ceiling Roof Sir. Members Cost No. Type Area Covd. Well cover / Mir. rm. e,Kl. ---- Type flus —._Type Htg. System Fuel Fat. Int. 'the submitted plans here been mviewed for conformity with fire protection statutes and regulations of Oregon admin. istered by this office. Items No. -- cherked on the Pnrlosed list arP applicahiP ThPsai itPrrsa and any, spor_ially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an Approval of omissions or oversiqhts by this office or of noncompliance with any applicable regulations of local government. REMARKS: I)THIS SPRINKLER REVIEW IS FOR A SPRINKLING SYSTEM FOR PLATFORM AREA. ONLI . SYSTEM "LEST PIPE I, NOT SHOWN. HOWEVER A TEST PIPE I5.--F;EQUIgED. 1N _EAAytL,�110_AS NOTED ITJ NFVA 3.8.1.1. 'PHIS REVIEW IS N( T FOR INSURANCE I)EGULATIONS OR CREDITS. SYSTEM SHALL BE ,COMPLE E ANQ INS LLED AA,CCCQRDING TO NFPL��j 3. 'J PLANS ARE ACCEPTABLE AS SU1 MITTRD DO.Y7: NOTES, _ — _ Ekamined by F in- F. Anderson ' ! Copies to: APPLICANTzFILE,DEPUTY,SFM,OWNER,i3 ;.A1 9!.2FiRE DEPT.,FLEC. PRS-2 SP'4ASB:AIJ Construction /nroechon & Related 1'ests Carlson Testing,Inc. P.O.Box 23814 GROUTPhone1601)601 4114 Tigard,Oregon 97221 REPORT OF CONCRETE TEST SPECIMENS 12-7 79 CP-•779 Date Molded: __ , 19 Job. No. _ Client: Re A. Gray & Company Project:_ F. Me Ta ftel l Res1ty Company_ Address: __. Tigairdt Ov"o on ne A. Gray A Co. Smith masonry Contractor: — _ _ Sul,-Contractor: Concrete Supplier: Job Mix Cast by: 8. O'Connor Weather: Clain► _ Temp. high: 45 Temp. law: _ Location aF Concrete Placement: ._ Southwest corner Miall second lift. Strength Requirement r`�00 7,PSI 0 -__y�__ days Slump: _- Fluid Cement Type: No, of sacks: Entrained Air Admix, Amount: _ Brand: _ Admix, Amount: _ Brand: Coarse o size: ped Gravel T 99• .-- ype:___ __ Fine Agg. Size: Specimen Specimen Test p Register r�--Dote Date Total Area Unit lead Report No. Type Days Number Reed. Tested Lead PSI No. 4—G A 4 x 4 x 3 7 3580 12-10 12-14 21 soM 16 sq." 1312 5 B 28 3561 12-10 1•-4 IG sq." C 28 3582 12-10 1-4 16 sq." D E Remarks: Smith t-tasairy Construcrten Inspection tit' Related Trus Carlson TestAing,Inc. P O P,rx 2M 14 i�gard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS GROUT Phone (F0316414114 T. Date Molded: 1Z-6____—, 19 79 Job. No. Client: — R. A. Gray & Umpeny — Project F. Me Tar1*11 Realty Campany Address: Tigard, OMcn ----._ — R. A. GM & Company Smith Masonry Contractor: ___ $ub-Contractor: Concrete Supplier: Jeb Mix Cast by: _ B. Dame Iio Weather: CI OL* Temp. high: 4S Temp, low: _ Le,cotion of Concrete Placement: Northwest shear wall #8 and walls for southwest stairwell spr.innd floor, of building. .''strength Requirement- 2500 2.P' Fluid __ . - ----- -- PSI � --. days Slump: Cement Type: _ _ _ No. of socks Entrained Air Admix, Amount: Brand Admix, Amount: __Brand: __ Ceorse agg. si ze. ._ _Pea Gravel Type:_. Fine Agg. Size: �- _-- Specimen i Specimen Test 0 Register Date Dnre Total Area Un t Load Report N„ y Type Days Numher Ree'd. Tested Load PSI No. �- G-3 A. 4 x 4 xe 7 _ 3514 12.7 12-13 41,OM 16 sq." 2662 Y3 B 20 3515 12.7 1«3 16 sq." C �28 3516 12-7 1-3 16 sq." - —D--- E F Remarks: 10 parts gavel., 16 parts sand, 1 part cement. - -----. _ ._._� cc_ C_i�of Tinard Smith Malscmry Construction Inspection B Related Tub Carlson Testing,Inc. P.O.Sox 73814 Tigard,Oregon 97223 Phone(5031 8414114 REPORT OF CONCRETE TEST SPECIMENS CP_7 i9 Date Molded: _ 12 6 , 19 19 Job. No. _ Client: R. A. Gray & CaWeAy F. M. Terbell Realty SUlldin9 Project! - - - --- Address: Tigards Oregon R. A. Gray & Cnmnian�� timith Masonry Contractor: _.�._.__ ----__ Sub-Contractor --- __- -_- ------------- Job Mix _Cos+ by: B. O'Connor Concrete Supplier: — �— W-,then. C1 Temp. high: _ 43--- Temp. low: —� Wahl northwest awner. Location of Concr-te Placement: __ _ _ -- - --.---- ----- - 2500FluidStrength Regdirem-nt ___ PSI @ --?_.-. days Slump: Cement Type: ._. -- _ No. of sacks:----- .-_---_ -_ Entrained Air Admix. Amount: _Pea Gravel Brand __ _ - Admix, Amount: ,__._..,_--_Brand. Coarse 0119. size. _ _- Type: --_----.--..._ .---_. Fine Ago. Site: ��_ —•_-- Saec men — So.�imen� Teff(i R.pister Dau Date forol Ar.a Unit Loed Reperf Nom. F ;:- Days Number Reed. Tested _ Load — —-` _P�1 No. 4 n. 4 ;: 4 x 8 7 3517 12-1 12-13 4.7,E 16 sq." 2937 4 B 28 351.8 12-7 1-3 16 sq." C 28 3519 12-7-- - 1-3 _—� 16 sq." D E F Remarks: _ _ cc: City of Tigard z. t� Construction Inspection 9 Related Tests Carlson Testing, Inc. P.G.box 23814 Tigard,Oregon 97223 REPORT OF CONCRFTL TEST SPECIMENS Phone (503)6414114 Date Molded: W-30 fq Cf �l1� Job. No. Client: T'Jgard School District 02:3J Project:,.— Charles F. Tigard Elmu®ntavy Srlionl Address: --Tigard, Oregon Contractor: Bishop Construction Co. Sub-Contractor: Concrete Supplier: WesternPacifi: _ _ Cast by. -_ S. Hackrodt Weather: slunny Temp. hl 45 Temp. low: Location of Concrete Placement: South Mill c; lint., I anti 4 on D for Storage 02 toppii1Q OUf; and call acwras. Strength Reyuir-ment: 2400 PSI @ days Slump:. Fluid — Cement Type: Kurtz MiX _ No. ,t sacks: 7 Entrained Air _ Admix, Amal.ni: Brand: - - Admix, Amount: _._Brand: Coarse agg. size: PeaQI"�vel Type:- - —_Fine Agg. Size: Specimen Specimen Test Register Dol* Date Total Area Unit Lead Report No. Type Days Number Reed. Tested Load PSI No. A x 4 X 8 Y 3345 i�-'i 12­7 609000 16 sq." 3754_ ?� - a 28 3346 +.' ••l p„�,,,7H 10 73sq. '' 52 a� C �28 3347 l': !6 sq, D F ---- City of Tigard Bishop Const, ft ----- _SaG.Per tnarshl 1 --- — — — -- Burgstahler, Ho';:v.=s.. P;� ,” Construction Inspection 9 Related Tuts i Carlson Testing,Inc. P.O.Box 23814 1 i Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)8414114 Date Molded: 11-25 19 79 _ Job. No. ('P..?/q___ Client: - R. A. Gray Al Company --------- - - — Project: _ — F. M. Yarbe11 Realty 'flgardo Oregon Address: -- ---- - - - -._ - Contractor: R. A. Gray 8 Co. Sub-Contractor: Smith Masonvy Con-rete Supplier: Job Mix Cost by: B. I?ar'elio Weather: ——_ Clear Temp. high: — 41 Temp. low: _.— Location of Concrete Placement: _ Shear Walls 05 and 11. Strength Requirement: 2000 PSI 0 ___. days Slump:__ Fluid Cement Type: No. of socks: -___ _ _ Entrained Air $L Admix, Amount: —_—Brand: Admix, Amount: Brand: __— Coarse ogg. size:_- -- — Type:- --_—_ _-___. ._.-_ Fine i�gg. Size: - — Specimen spscimem Test E Register qDa,* Date Total Arer. Unit Luod Report No. Type Days Number Tested Load PSI 146. A 4 x 4 x 8 7 34I8 1.2 .6 ?3.OrJ0 16 sq." 1437 2 29 3g1-:�f 12-27 16 sq." C ?.S 3430 11-31 12-27 16 sq." D Rema-ks: __-CAi of Tigard Smith Masenny v RECEIVED Construction InsPection & Related Teets JAN -3 1979 Carlson Testing, Inc. �n of rlcARD P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)1141 4114 Dice Molded: 11-126 19 R79 --- Job. No. Client; Bishop Construction Co. .—_..�_ Charles F. Tigard Elementary School Address: _ Tigard, Oregon Contractor: 81shop cemstruction Co. Sub-Contractor: Concrete Supplier: West2m Pacific Cast by: A. Me11i f~ � Weather: a(� Temp. high: 45 Temp. low: Location of Concrete Placement: West wall and wall between bathrooms. 2000 "8 Flu 141 Strength Requirement: PSI @ days Slump: Cement Type: _— No. of sacks ? Entrained Air Admix, Amount: Brand:_ Admix, Amour': _---Brand: Coarse agg. size: 3/811 yp __-_____Fine Agg. Size: — Spa�� �- Specimen Test 0 Register Dote Dare Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. A 4 x 4 x 8 7 3275 11•-27 12-3 28,000 28.27 1750 213 28 3230 11-27 12•-24 35,000 28.27 2137 34 C 28 32.81 11--27 V"--r. 36,500 2P.27 2287 34 D E t: Remarks _ _LIs,df 328 Tid�_ ;'27£'`36 cc: City of Tl,!ar(' - ----- - —-------'l g7T•tf SRG Pavtnr'rsl)i Construr.:ion Inspection ® Related Tests (Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS NMI Phone(503)841.4114 1)_7' Date Molded: ____11-21 _ 1979 f Job. No. _ �P, R. A. Gray & Company C I i e n t: - ------------ ---- — — — F. M. UA Tarbel l Realty Bui 1 di n(i Project: Tigard, Oregon Andress: - -------- ------�—. - --R. A. Gray & Conpany Smith M,.sonny Contractor: ___— _ Sub-Contractor: _ United Concrete Motaile A. Me1.l., Concrete Supplier. ..est by: Weather: . .___ Cold Temp. high: 40 Temp. low: Southwest will and north and west; :;tai r w::31 l r. Location of Concrete Placement: _ ___.__________—___ _ 200q Fluid Strength Requirement: _..__. ._- PSI 0 days Slump: _ Cement Type: _—_ ______— No. of socks:___ _ — Entrained Air Admix, Amount: __ Brand — Admix, Amount: __ Brand: _3/8 01 Netu► %:1 Bldg. Ccerse agg. size: —_— _ Type: __--- --_-- — Fine Agg. Size: --.-- Speeimen Specimen Toot P Register Date Data Total Araa Unit Load Report No. Type Days Number Roe'd. Tested Load PSI No. 1 A x 12 7 3241 V.42 48,000 28.27 1700 1 B 28 3242 11-22 '.2-19 28..27 C 28 3243 1.1-22 1.1•19 28.27 D E Remarks _ -_--t "= 49_ Ticket# 1.02; Rc. City of Tigvrd _ Smith asonry i w test Construction Insbection ® Related Tes,!s Carlson Testing,Inc. P.O.Box 23814 GROUT Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)841-4114 Date Molded: __.._ _ , 19. _— Job. No. Bishop Coristructi an Co. Client: Charles F. Tigard Elerr2 itary School Project:_ — __— -------_-- _ 13131 S. W. Pedfic wary, Address: -- -- --- --- --- — Bishop Construction Co. Contractor: _________ Sub-Contractor: Moore's Cana:aka lit, Nolan, Concrete Supplier: Cast by: Rain Weather. - --_--__-------------___-- -- Temp. high: Temp. low: ---- -- 10st wall rvn� l �car^ein rr rrs>t a yrs, crll sl�q� l_.ocaticn of Concrete Placement: ,Wloc not to U-01,1ty i vet , -- 1000 Strength Requirement: __—_ --_ PSI @ ___ -____ days Slump: — r Cement Type: No. of sacks: — —______ Entrained Air Admix, Amount: --------.- Brand ___ ._.._ Admix, Amount Coarse agg. size: Type: - Fine Agg. Size: _----- —__- _ Spec-men Specimen Test P 2egiittot Dote Dote Total Area Unit Load Report No. Type Days Number Recd. Teered Load PSI No. i 0A A 4 X 4 10-31 :(1...(5 —��rf1�� �.� '4th.n 87 B 90 ��}03 ?0-�:�1 ?1••,�':' � - 3a t� s c?.," -- - ---_.—C -� 10-31 11.,.27 D E F I --- - Trrcfckill 5 Ticket# V4 Remarks: cc-, Cindy of Tigard PW440asil 44A. SRG P'Aarkneti ship 4P''?'. 4 �,. ��i�.f'A �. J., sr+� e 'y�'�,i: '-•. .,1' ,. s,r .. .. •J.. -- 7t •a.. _ '.r.•. �' v. - 141yjy` �, , „t , t , - .,.- ,,�, j +.-."k# ;�,• .., "T y "r T:. .r rif'•`' 'JN' fr ,w' ap _�, ..a „y,. {'.,.''1 M1'._ a w-w.. -.�.�r 'r1t • �'' - .r 1� �..�'•'+K'�•i/fy,' '. + .� � � r,',., .�. •'" 'yl� .h� . 'i�Z .1, � •Q :'�'�� •�, .. �' .'R. if �� mow• I! , I 01 '+ GLU~ LA 1`1 1161, Ri% MAW FLEV 0-1 1,%b �vt'. -iN 1-•lX. � T SPK LI�� DUCT I b � , • :........r_. .L.� _ ii.._..__..ti LJ F0 1. rLk t • d \ SCA L& x - 1•°0 €t.F�C'7'1'r 10' ��hL• 1 + 1� FE--- T46 , C Mls" I � ..,.)U"Z.,_' �•,rnr rr��r 1 ,�` ✓ ---� � .1r .•�-4`' 9. tL �• • � � ,'�',• w 'a ..;...� ww..w. r.... ..wwrw.• CA LIE 4' 2-1 "..--•TU 9'1'�"T'C M t i ���C'�. 11.4+Z,� 4-i+'.�� a•�+Z t) L I N IS(e t^. 6t, t �CI.oMJ L3,,T' _{3._�. r-LO_V,J 51r: ITC.M --- Jn4`iT WIMAN,-'�-7K /a I VVAT�3Z. Ai Pr �-�_,_ - `"--.... j...,..r.. ,_ ... ? ._ _ �.,.....,,, b "7' AN INSPECTION SMALL HE AM to _ +�'- DCRING THE FOLLOWING We r ,.w I t �• �'�. 51nIGLE T_�. (, MCJS nl`1 L1{\L�l!� 2-Q �• 1O •�w - tq-41, - 'T+� OF CONST6LICT10N. t �i e. Prior to interior cove?. �/' BES�Kl -r.� Wh Ig a,,um,t r sp. ^,kler 11 r., ��• r �,� � g eGu pment is exposed. .. Prior to issuingoccu ney �I permit. L'z. CLAYTQh1 `1C>[�Gt_ 'f_: r3Y �`\ Z HD'S -UNDER! Gt.�CT' `� � h rT!iV FIRE DIST T ^ - h d - - - — TU La .__.r.r.•,.-__. ..._..� 2 '� 2�� � �lG. rte'.-» 3 C N�.c:�K tirAI.v E ._,.. _ _.....�.... __.�.,.. �_ ... �.:-�.•� 6$�-2601 CJ O I.J IaaLE '..M E C. K i _ ,' �.-yam_ !� TA r1'r R 5 Vti i C.N ,' �! 5 �� ?1�. I r +r..��.r u.. .r.. .rra.e .... -"� _•ter '- /r as noted % For --'-4 f 1..ty k''L1._ t ; / Cover nand Final n nspectro.Erro sl siuns exCopted. �Y- _-- Dateen G7 -- -- - Tualatin Fire District SCALE 1 O ""c� ._v �_ � cr _.�.._. .._ ' 1 /r, t - APPROVED FOR CONSTRUC-1 ION _ L L, I ,C f, t �.. v,� '_ ::�C ► 0r'� .5 ER DE TA I L CITY ol- TIC7ARU 1'z-1 G5 S ,In P 3W.TS I%t'�S. PERMIT NO. 30 �E a L' � I`1 t2 10 WA '3 V �` 5CAL i'a 1 -c> �IifY,; T1i'� F:1, . ��' ._ W .___TITLE_.____ —�....�.�_._ LSA I E L= TUAt�.,a t 1.1d , S tZvt� R«►� S P R I '1y K L E R S _ srAi E __.�....r.r._.. r.�ti;T IMS 14 2A:. C. 5, R OL k� COUP. f;I tN )G DESCRIPTION M. EMP. t]TY. F*' ��� CO.. UWN BY , S.K'LLI V �1 T.krk) w i IT. V"i Wjl:� 1A V, �a r\.�G�CrLr F� t[i� /� rK, `Ita'1Zr G,'E' � i lr!� 4 >4� s «r..fyyi GA �+/�rt�Y 4� /� •...�w�. .—r...+.�. 1 rAV, �Y.. r�L.�I�b l..1. i. t'1!V"� ! .�1 l..t�•��'%� 1 �TL N O� DAEMON 6,�,r(/r4'� .._ CONTRACT' ......r . ' bAT£ Tj t AHCAOE A 8 [. SUPPLIES CO. 4�', .......,..-.. .. -, ,a+t�*w9,•ryx.:.ywewn,R.,•,a• „.r.'r.; .w,u.. .« •.....,. -..-. - _ ..... � .t,'' ' ' 4 • ^"•" PA' "�:.t y <b^' I •-• „yMq.•... ., ...., 1Kh'wi..�.r c: a• .f ;.wlk�q ':w'!'Jl�l,'S.+ 5'il 'r'"+p' :urA7+•�at. .i«n;t.ar.'!+NiN•�....,a• ..... .. ., ,.� . ,. "t,,] r • -' � - �• ; • � ..,.•,_- _ .. _._ 1- - _..._ .. .. _. - .. - ^�. "/• !:,'�'F/�ilr,„.ILt�1c_ . . .4.._.:.,... ... .r..n�s ....,..,.. ,..•rvl..w.:.wt!r�%TMA,lr.rf+5'�+�5676.�!F;'.a'�'<+..+�a'p�„ y �Mhr.WGX':_. y, .� ` b ��II�#~�I�III IIII�IIt�tI1IlII�1IlI�Illlilllllllllllllll�l��`�11�(III ( �'►�III�IIfI1�IItIIII) IIIIIIIIIIIIII IIIIII�IIIIIII�IIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIrIIIIIIIIItIIIIl111It111111 t 1 I I NOTE: IF THIS MICROFILMED -•— ( 2 3 4 5 s 7 _ 18 9 _ 10 I I I L DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. QE 6Z 9? LZ 9t SZ 12 EZ ZZ IZ OZ 61 91 LI 91 SI bI EI ZI II 01 6 9 1 9 S b E Z 131stsw « ,,,�-�� � 1�!I�unlnn�unlnn�Inllnn�nu�u11111III1111I11111uu�nuluu�llultt+l�+ulln{I�IIIIIIIIIIItI1IIIIIItIItlllltlhl'�ifl1II11111111III11I1�)IIIII�IIIIINIIIi111II111IIIliIIIILIIIIIIIIIIIIIIIIIIII�I111I11lljllll�IIII�IIIIIIIII�IIIIIIIIIIIl11�fUlIIIIIlilU�1llIUIII)IIIIIIIIIIItlIIIII APRIL 20 1992 _ leer � ew Isle Construction Inspection ®' Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97213 REPORT OF CONCRETE TEST SFECIMEN_S Phone(502)641.4114 10-30 79 Date Molded: , 19 Job. No. _ Bishop Construction Company Client: Charles F. Tigard Elennepta-1-y SM. t%ml ----- --- Project: _ 11137 S. W. Pacific Highway _� -----_.._--_—_- Address: ----__-_--- Bishop Constr<ictierl Co, �---- -- ----- -- - - Contractor: __ Sub-Contractor: Sub-l.antractor: Pacific 41!'<St@1^tl Concrete Suoplier: Coit by: - -- pain --- weather: -__ _—_ — Temp. high: _Temp. low: Stage, arira east vill 1m'1: Ilf", Location of Concrete Placement: 2001 Strength Requirement: _ PSI @ _ days Slump: 7 1 Cement Type: No. of sacks: __ Entrained Air 96 Admit, Amount Brand: _ Admix, Amount: -- Brnnd: _ Pills gravel Coarse agg. size: -- ---- Tyoa:, ------ - - -------.Fine Agg. Size: — -- --- Specimen Specimen Test A Resister Date Date Total Unit Leed Report Na---�— — Type Days Number Recd. Tested Load Area PSI No. tr Rir A 6 x a.2 7 2442 10-31 MA A 20,".,k);1 28,27 710 2:i B 28 10.131 11-27 2a.16!7 C 2aB '444 10-31 1.1. »K7 D E F TrUCk#► 351 Tlehetf IX3816 pjar-�o 13 Remarks: .r 04;y of flgary W Pertmrshin Construction Inspection A Related Tests Carlson Testing,Inc. P.O.Box 7.3814 GV!V Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)6414114 1D-90 Date Molded: _ 1�9 Job. No. C.P-r w K) Client: , Bishop Constraetion Company Project: Charlas F. Tigard Elementary School ._. 13137 S. W. Pacific Highway Address: _ Bishop crostruction Co. Contractor. Sub-Contractor: _ Concrete Supplier: AM= pacific Cast 6 0. O'Connor Weather. _ Rain Temp. high: 48 Temp, low: — Location of Concrete Placement: stage area last wall 1pst^71f►t;. Strength Requirement: — 2000 PSI @ days Slump: __ Fivid Cement Type: _ _ INo. of sacks: Entrained Air % Admix, Amount: _ Brand: _— _— Admix, Amount: --Brand: Coarse agg. site:Paa_Q?AVAl _.____.__ Type: Ht%ts. r4l -- -- Fine Agg. Site: Specimen Specimen Test A Register Date , Date To of Are* Unit Load Report No. Type Days N-irnber Rac'd. Tested Lood PSI No. a-10 A 6 x 12 '442 _ 0.11 1.14 20,(31,10 2817 710 28 24413 U-37. U-V 45,M) 2P.,-v7 1590 :11) 2444 q.-st 69-OW m?7 2440 3�5 D E Remarks: ___1'—ruE 0 351 FirkeW 11"O8 cc., Cit- a.9 T9y _ Ti Ord School zs 9"gotah141^; Construction in•bection & Related Tech Carlson Testing, Inc;. P.O.dox 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)641-4114 10•-30 '79 Cr-r30 Date Molded: 19 Job. No. Client: _ vlshop fflns•kructlf%ra Carapany Charles F. Tigard E1enwikaYy 'ichooS __---__--_— Project: ?!31:37 S, b!. Fac�f•i�: R1l�frnr.�y --- -- --�_.__--------___._-- Address: Bishop Con.trivCtIon ('u•. Contractor: Sub-Contractor: WQsterrl Pacific Concrete Supplier; Cast by: _ Pain 46 � --_ -- --_ _ Weather: Temp. high: Temp. low Location of Concrete Placement: _ Strength Requirement: PSI @ ^ days Slump: Cement Type: _ No. of sacks: Entrained Air 9i Admix, Amount: Brand:— Admix, Amount: - Brand: PfQk� Gray®1 r, ,��r�9'1 Coarse agg. size: – _� --Type:--. 61dq, Fine Agg. Size: Specimen Specimen Test p Resister Dote Date Total Area Unit Load Report No. Type Days Number Recd. Tested Load FSi No. G• ICA 6 x 12 7 2442 Al-'r) 20 AM 26 27 710 2 - B 28 243 10-31 11-4 46,0000 2C.?T 15090 30 C }; 2444 10341 rt,i.i�:� 28,Py D E F f7 1 Remarks: Truck# 361 T9 rknt0 y?. �:+6 +.'.f'��i` 13 (,'*r- City c 'flag and SRC i'i►ttns[r'3h��,� Conservction Inspection BI Related -jests Carlson Testing,Inc. P.O Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841-4114 Date Molded: 10-30 , 199 _ Job. No. Client: Bishop Const nictfan ("v. _ `�idClC:, �': Tigard �:1 M.illf!!'t S,ii11r';! S::{'ldt5 c Project: Address: ___ _ Contractor: of nhP C4!1st'roct i m.i S,'o. Sub-Contractor: _ Concrete Supplier: Hoorp Cast by: M. wola", ''taf n �Q Weather: _ Temp. high: Temp. low: West Well ',;4?il(w'Al PtarPeAt (roan, (mat wall of $ir q Location of Concrete Placement: . adjacent to utility toom. St-ength Requirement: PSI @ days Slump:. Cement T F' Type: ._ _ No. of sacks: Entrained Air Admix, Amount: —__ Brand: Admix, Amount: . _._.Brand: Coarse agg. size: -----Type: _--_-_- _ -----.-_—Fine Agg. Size: Specimen Specimen Test 0 Register Date Dol. Total Area Unit Loed Report No. Type Days Number Recd. Tested Load PSI No. g 7.i ?.rJo3 `�1��:,, V.o0U � r; 32,5o i — C 28- 10 x�... ; @8.000 16 3;000 31 D E F T r't±�►x.t� � 1'f�k.�t►� ��l' Remarks: rr: 'City of Tigard --Tigard ichov.1 SRC pa -N'.-m•h r w Construction Inspection Or Related Tests Carlson Testing,Inc. P.O.Box 23514 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 10•-26 7'� Date Molded: , 19—. Job. No. Client: Bishcp ConstructiolI co. Protect:._ Charles F. Tigard E118mentAry ----- Address: __ 13137 S. N. Pacific :.Ij9Ijw3y -- ------ - Contractor: Bishop C(nst. Co, --- Sub-Contractor: Concrete Supplier: Western Pad -1c hl, i�Ltl]Ct --- Cost by: Weather: Cion 4Y Temp. high: Temp. low: Location of Concrete Placement; Wa'gf �'��I� lii�� �r �QI't1"'t' Oi� tnt�3ti^pprpotsc� 1'EI�iSitY room ;t, - - ---- 'Line 4; lids 4 to ,,,x4,, . tivwt viol rint �ectio�c+ ; , w'I0 line S. Strength Requirement 000 s aq'l.I ---- --- _—_-_ __ PSI days Slump: Cement Type: _ _ Kurtz MIA YP _ No. of sacks: _- Entrained Air Admix, Amount: ___ Brand: Admix, Amount: ---- Brand: Coarse egg. size: a/g- Type Fine Agg. Size: Specimen Specimen Test P Register Dote Date_ Toni A•o Unit Load Repo. No, Type Days Number Recd. Tested load PSI a 0 &4H A 4 x 4 x 8 3' 234 %t,�231 11-? k6,QUn 16 g ." 1!lGG 2:�. B Y 2:347 t.U�29 11-23 - C 2A 2.: 411 XrLig 11••23 26,000 ." 1625 29 -- c 234r - x� E --- F - - - Remarks 4C: C'1 tY will T') SRO Par2nershl --- - -- _.�—_- Bums tx�i 1�g fia l:��I n e Csr''I zest - -�G€Iu€$- Tipil4 Sdivol Uof;to•,jat.. DEC ' 4 lb/9 CITY OF TIGARD Construction Inspection B Related Testa Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(803)841-4114 Date Molded: 19 Job. No. PUMP Construction Cu. C I i en t: Charles F. Tigard Elomptnty sc.4001 - Pro;ect: .�-- _ Address: 13137 S. W, P&ONC. rilghW*1 -- _ — _ Bishop Con.w. Co, Contractor: _- Sub-Contractor: _ k%tern Pacific st1,, F?rel Concrete Supplier: Cast by: I.".) Temp, high: Temp. low: bfAt •tsn-1 A, 1ralw'sir of r1, p�lc'}�r,+�ch. ,'��9��lg,;r rE!c�ts Location of Concrete Placement: IM& 4 to blast tfoll 6v magic r"It ; tri; t V101 to 'i!yor-s 1Pi1''In tfltii Strength Requirement: PSI @ days Slump: Cement Type: No. of sacks: Entrained Air Admix, Amount: =Brand:_ --- Admix, Amount: -_-------Brand: a Coarse, Ogg, size:— —_Type: ---- --- — _ Fine Agg. Size: — Specimen Spec inen Test g Register Data Dote Total Area Unil Load Report No. Type Doys Number Recd, Tested Load PSI No. �•N q C JIT rte �.J�e�" ,•, D �,.y,•aA 1 .,' �.�-^, . Vit+ E -F -- - --- Remark s: T�1at^C " 3% l•i0ei, Construction Inspection 9 Related Tette Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE -EST SPECIMENS Phone(503)8414114 Date Molded: _— 10-2 19 �� lob. No. 0i 0sup Clmstructl on CO. Client: -- Cherlas F. Tigard Elan itary School Project: --_----- —_ w— — — ---- ----- - 13137 W. Pacific H1ghwav Address: — Bishop C(nstmoctlon Co. Contractor; Sub-Contractor; Wostalrn Pacilflc 4- Nolan Concrete Supplier: _ �_. _.. Cast by: — Weather. _ _ C1cady Temp. high: Temp. low: Wahl 11ne, N W S 10' west of line 1, 5' south of l-lna Location of Concrete Placement: C. btu 12' north of Line 41. 2001 i'.3 Strength Requirement: _ PSI days Slump: K�aret. t�9 z Cement Type: _ No. of socks: _-. _ Entrained Air Admix, Amount:. Brand: _—_ Admix, Amount: _. Brand: Coarse ogg. size: __.___-.-- —Type: -- --__- -- _-- _-_- Fine Agg. Size: Specimen Specimen Test P Register Date Date Total Area Unit Load Report No. Type Days Number Rec'd. Tested Load PSINo. 0.7 A 4 x 4 x 8 9 22aG 0..:►4 10-30 20,000 _ — C ;gyp 211,419 1 L)-�4A 14-76f 4-7 i 34,000 2125 28 D 28 2231 10-24 11.20 32,000 16 sq." 2000 tri E F Remarks: TrrUi:k# 338 Tli, etOl 1111441 City ©¢ .t Sy4r! Burgstohlarr, FIo1%,at,' di:i'I •,;A1 �G�1© 4!4'�e' �iqu�E'� C'-141 �l� C-t..pd1�G B7t� �z fi �-• • , t-LG2 Aar, 6-{-c" 072- ®�c• t s a�•,� t A y�(et -01 � C! : ` ( C`z i -2 rt._ 0'1 S lc�lc `� �z a f ✓'�A� -rt-1-s!`�--F� � s �-C - �/ � !'Z.-c� �t, Cv�� ��- 14-2 -t c-h 'jl2 ��t �-e4' .Lc- '�ca-►x4.� It camt - ctw c a c?t!z �'►'l ��-S t� c� c�c�: /c4.-t t Bu��� y(-��..c. �-u.�t' f'�c�� �,jc �:{�� IIS K-1 Ce)efo N4 �-SAA 12,Zt, —t'�- y� r�• 7 - e� c c Le .44 u7,P_ ..Y'�1.1� �Xt•C,.- tel' d.y,r1. ln�--u-�� C.t��Le' J 1 C4 vL 4 uel-j_!l� c4-l�--�-•c a_e�C/L 4�2 (7 cc..�✓tom C.CL/1GC� u4-f-t-lam' sr_ lieft h- t u_ "tit 4 t1 eq7z.S 04 O-ftp e et° z (lie t9 V � l� a- 1 h-S �-v o-►s - � fist C�- Construction Insoection & Related Tutt Carlson Testing,Ince P.O.Box 23814 Tigard,Oregon 87223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)6414114 Date Molded: 10-19-_ , 19 79 r � Job. No. Client: (np bishop Construction Caany Project. 4.tarles F. Tiga N Elerlteintaryr Schwi Addition T--- ----- -- --- - _ 1437 S. M. pacific High'44y Address: 131shop Const. Co. Contractor: _._� _ Sub-Contractor: _— Western Pacific 8. O'Connor Concrete Supplier: . Cast by: Cloudy --— --- 64 — Weather - Temp. high: _ Temp. low: Location of Concrete Placement: Second lift of utor"aye arlla, �tlfi� Strength Requirement- 2(0) PSI @ days Slump: i�r�t M9� Cement Type: No. of socks: Entrained Air Admix, Amount: _ Brand: Admix, Amount: ____Brand: Pea Gravel Coarse agg. size: ----_-,--_TyOe: Fine Agg. Size: Spec;men Specimen Test P Register Dote Dob Total Unit Loo! Report No. Type Days Number Rec'd. Tested Load Area PSI No. A 4 x 4 a 7 2224 �� � -raj 1P ' :, 1�� ,► .,., C 28 M.6 10µn np000 1.6 30Q0 27 D E F Ce.' t: tY of T ii garn Remarks: —_ T4nurd .SYrhasll ykg eSRQ Prrtmership -...�_ � f�,ar�f!$;rt 7T�"Jy.`"Y,�r�Y�►{}fiyu. ('nastructlon Inspection Or Related 7'rsti Carlson Vesting, Inc. N.O.(lox 23814 Tigard,Oragon 97223 )OD NO. CP-757 Phone (503) 041.4114 �....._ REPORT ff 1[JJ I.AU 5011. DENSITY TrSTIS Client_._.__- Argent Industries, Inc. Octobo r 18, 1979 Project Familiar, Northwest Building, 9110 S. W. Burnham Road -- - -------------- ---- -._--- Soil Description Reddish Brown Silt with Clay Max. Dry Density 109 0 Ibs./cu. ft. Optimum Moisture 16'9 _% Method of Test._r rd Cone I'AIF 01 TESL _fLEv. UfT riD IN-PLACE UE NSITY ei r.u. TEST LOCATION i t. N0. M01uSIUAL (LIIS./CU Ft.) s 'L COM PAC TION -- WET -DRY 10-5 1 Southwest Corner Building Pad 3.5 16.6 125.9 108.0 100.2 10-9 2 Northeast Corner Building Pad 2.0 14.4 118.3 103.4 94.8 10-9 3 Northeast Corner Building Pad 1.0 15.6 123.7 107.0 98.1 10-9 4 Center Building Pad 2.0 15.8 122.7 106.0 97.0 10-9 5 Center Building Pad 1.0 16.4 12.6.2 108.4 99.0 10-11 6 Building Area 2.0 13.4 117.0 103.4 95.0 11.0-11 7 Building Area _ 2.0 14.2 142.7 125.0 100.0 10-11 8 Building Area 1.0 14.0 111.' 106.9 98.0 '.0-11 9 Building Area 1.0 13.7 114.5 LOO.9 93.0 10-1.5 10 Building Area 1.0 15.8 128.0 110.5 100.0 10-15 11 Building Area Sub �- Grade 16.4 130.6 112.2 1U,0.n 10-15 12 _ Building Area 1.0 _ 1_6_.x_ 12_3.7 106.6 98.0 10.15 13 Building Area S'=`' 15.4 122.1 105.8 97.0 Remcrks cc: Jerry Maris CARLSON TESTING. INC. I �1 Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)6414114 PF-PORT OF CONCRETE TEST SPECIMENS Date Molded: _, 19 Job. No. Client: _.._ Cliarle s Fa Tlij�jsrd Project: --- -- 13137 S. 1!. Pacific Wl g?wny Address: — -- -- ��$F��� Contractor: —_ Sub-Controctor: Concrete Supplier: __.________._________ Cost by: _ Weather: Temp. high: 4 ----- Temp. low: Location ,f Concrete Placement: Strength Requirement: PSI .0 _ days Slump: —.------- Cement lump: —._____-Cement T ype: No. of socks: Entrained Air Admix, Amount: Brand: __— __�....- Admix, Amount: ___ Brand: po& Gravel Coarse agg. size: ___—_.—___ _. Type:_ _-___—_____ --.---Fine Aga. Size: -- specimen Specimen Test P Register Dot* Date Total Area Unit Load Report Na. Type Days Number Recd. Tested Load PSI No. V.kr BI e^ r00 ���� '� 1Tr13i 1114 C { � 2807 10-1.611-14 D 2100 E Remorks. � � w il■I Construction Inspection 9 Related 7'ests Carlson Testing,Ire c. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS ri.nne(b03)641-4114 in-it 19 Date Molded: 19 Job. No. Bishop Crnwitmetion Co. Client: _-- .+ F. TTkar ,fin Qi"Y •(: L"� -- -- Project! Address: - on3a;. Co. — — Contractor: -__ -_.-. Sub-Contractor: _ Concrete Supplier: _ Cost by: _— Weotheremp Thigh: 6Q a - -— Temp. low: —. Location of Concrete Placement: _ Strength Requirement: PSI @ _days Slump: q Cement Type: _— No. of sacks: Entrained Air Admix, Amount: Pit e3ray-0-1 Brand: Admix, Amcun', Brand: Coarse agg. size: _ --_, Type:_ _ Fine Ago. Size: _ specimen specimen Test P Register Data Dote Total Area Unit Load Report 1 No. Type Dors Number Recd. Tested Load PSI No. A� :� Jill f ��•.� r Oq f�,z, lu g A g ,!41500 ;`e.77 D Z� �1f3 S�•��C ^•A9 3!?,�.I�t� .�, x . 3�5U 1 E F Remarks: RECEIVED NOV21 i979 Construction [nsitection M Related Tests Carlson.Testing,Inc. (31YOF TIGARD P.O.Rox 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841-4114 Date Molded: _ __ r-ln 19 79 — Job. No. . laishop Constructicwi L3. client; Project; Charles F. tigard Elaatlankac^y SchSchool Address: 13137 3. W. Pacific WY, --- - Bishop Const. Co. --.__ _ --�-- -- Contractor: —_ Sub-Contractor: Winters Peel fl c _— Concrete Supplier: Cast by: — Uri We.iher: Cloudy U _ Temp. high: Temp. low: Location of Concrete Placement: Outside Weill �''i.`, 'd� . i Z" Pint".. fiverst', coal'or 'Wti . lI1? to E, S to 4. Strength Requirement: PSI 0 � days Slump: Cement Type: No. of so( ks; _ Entrained Air _ Admix, Amount: Brand: Admix, Amount: Brand: Coarse a Etdi Greiyol Type: a...___ Fine Agg. Size: Specimen Specimen Test Register Date Date Total Area Unit Lead Report No. Type Days Number Reed. Tested Leal PSI No. A 'r: b 7 2050 L{3..' , 1f. ti%' 21 quo X43 1 B 28 2061 "JO-A 11 - -l?" 39,00 16 y4•" 2437 29 C 28 2062 10-" $ 11• kQ enM 7.5 sq.t' 26cln 26 D E F 77 cc: City of ►1vac•t-4 I t •5 v . '1 f.'. -- —. 316 t1dr'nA,_ 11ir.. ��i9"�iZ$i;l%'tlf`t',. l��r�^�• G:a'`.'�3t1i1 /^ 9 l='7zC 7/4, e (�e IA aa-A+e- c CA 14 l Cie-enz s �•.- /���� Lv �t,°2 .-�l-c �'�C J`3 X 2 g(,� e rl C2+�zt,/���� ..E-u��� ,f �z.c•`�0 � �d/�� �S J�'''l'�L �►r�-ct' w_�,., l2t-�ti� ��-L��(� C�-Y'6�X ��l/L-e� �C-•ft .-'.� {%Y1�-17'`--moi ,y�f-�• � �.Q7t (� 4'4Q 4 /r //// S t 2-�- ., �Ytir t� c �?U-t !'! e?I A-1 J,*L4�)' .104w ,���� _ Z , h d, ckel'5.c) w,-X4 c vw-Z moi- (c , z-r-. .::!r N u/ c► e 1 f2Cz, iza-lc�, �1�7 IV, c - �t� f_,614 C" �.�"�u /c"�s S c� eZ_4 ��-tt�1..f.�i"/Z� 1 Q-J� �i`�••..�-�r�C�t-1.1-1(%1 f k}C�4e- <"t-It //�. •ill-C� 7"L6�' GL 7 L� GLu'1 LI.�F�- C e9f{._1.1,1,'lf.Z, tOeW, //©(--^I ,. 6-.}a ./&t GL 4�4e2 C / �/?�.�t'-�2��x s-vt�fitc�� GG'zZG��1 ct.ZC1C�-iz�,✓ 7`-•lrt.�_ !c�f =1•c ttr7-, C c�Z ?.E: r fete t._. -,�(ii �et2 tt sc LC X e-, `, ��'`rc,�.�' t92c� �_�•z���. ✓I�~ gin_ I�ti ...�'Tu- !� ®/2s4 t�'r%c27✓lC�c^�U1- .-� ��z�J�C� Ct�iZ�—�vcat . ll Fig l•tA - , nd1 : �,��Cc-9U/1�L1 �.�d-�-t-4 =C-�tG"<�� ICS Jc'�l/�• #� S3 4 7— 7q, `�iZ- ct. �`c-�•_�,-�- f c' '�..�-!�ct.�c:..�c�'<<,1 �-c.�zyz,�:��' �,�iL� —ate � 76c-G- Lf� 'lam 56pe4' Z ctii OY-,,?,7404c ew ad "i L•u,,+.AZd a -ff Wee Cc-),Z-64 , ,� / .E. Q, �-f-illcl-E� (,� t Lt-t�.E�r��'�1(�yLC� eef e,-j 22— -1 s'L16ct:� �tc S -•--d tnl�ev 7�(�tl-�i-e_ tt�c-�-�d1J ��fz- a < hdil' ef2./� 3� r�� et r_ Leo ia, J bus Cvfi C y� _ ,,', O44, ts. hc1 Tt"✓ u �znC„�/L ' =4-E't�^�r Ke- c_ -C'`Ls d tc C,' edez 4 .C-4 C�cG4 l� _ w't C- u . kZt! C Gt 12X ,.�2Z c-G24'Q2 h <t.c, cacv!-h .d ek tK- lc°>c- - -r . C^'' cv>u- < vz i plc a « usc�«, � �,e_ , (,-"g e 44-Ueq L�'C'4� L��. �}tz�- ✓d Q-('.o1 C�Z.0 `��•rf- •�Q�lru ���� �� '� C%G .4 L��-./ '>•t c. s, o ' _tet!l"ti"T�IYZ ' �.J.I:cSCEr: �2- ct t N �'t 'cltic<'�� cF,tFtc-sZC k� , tcati el'ad, e[,^tree- e i-el t x 9 e"e e k)ct �tSaetO"/ j t Construction Insbection d Related Tests Carlson Testing,Inc. P.O.Box 2.1814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)8414114 Date Molded: -____ 104� , 197_ Job. No. CV-720 Client: HOW On ` 10.Q_CfA',iNDY Project: .-_._ as-1e._Tigat-Cl :h ji': Yet 16w'i Address: ._ __—"31_�5_ W. !fl',! ji',942a Contractor: _.__ 11111hOP Sub-Contractor: Concrete Supplier: _ filak Wa1nd Cast by: _ E'�� 1',�'iUri Weather: �°' _—__— Temp. high: ._ Temp. low: Location of Concrete Placement: t� P18 ltias A 14 to :b'aK1V°Jl�id� i'FJI�•tl. Strength Requirement: _ _'_ sf _ PSI 0 "' days Slump: Cement Type: __.__.-.---_----_..-- No. of socks: _ . . _.. Entrained Air Admix, Amount: Brand: _ Admix, Amount: ______ Brand: Coarse ogg• size:— 1 4� Type:— ---Fine-- ?—�•�—?,—,,t -- _. --Fine Agg. Si I,: Specimen Specimen Test P Register Deft Dow Total Aree Unit Load Report - No. Type Days Number Recd. Tested Load PSI No. B '{ rs tto B?„OOQ ??r” 3.3, 3 C �� d. �Ot R'1l"6i� .7. ,^'41 70.' Jy D >� A®r7 IT A SSA--I �y{ "►� �� E VIM U-1 A1 'Ct,it F HOLD Remarks: _-----�.L _10 f1d"Ite A:�._,C".�5{ll;{ ---- — — T'agRrl .'rcNe xii Nst,, Mile M Construction lnsbection 9 Related Testi Carlson Testing,Inc. P.O.Box 2.3814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS �, �' Phuns(503)6414114 Date Molded: _ �(�. _ , 19 1y Job. No. Client: E?1_: Comity. ("ih Cu. Project: - ('11v 'lits �, r9 err+ 'Irt�.*•+�tt'`v�1"y{��SrtlllQ�_ Address: ­--l"' .1.7 S. V. Pciyific HIIA'Am", Contractor: 131,21aai SIF'.",�►°ldY:4,'�lYi� ��. Sub-Contractor: Concrete Supplier: W&, :',arn P'LGjflj` Cast by: !1, '•, be,:;?�''r�"' Weather: Temp. high: . Temp, low: !ifl Location of Concrete Placement: stortigs', I11ntta -74 y' t I-i Strength Requirement: �'.Etf►11 _ PSI (a .__"_`___ days slump: Idi'� Cement Type: -- �G- rti W _ No. of sacks: Entrained Air Admix, Amount: _ Brand: -_ Admix, Amount: Brand:_ Coarse agg. size:_ ' Type: IKi+,QI_� _ Fine Agg. Size: ���• — specimer, Spscimon Test 0 Register Data Data Total Unit Load Report Area No. _ Type Days Number Ree'd. Tested Lead PSI No. 6•-4 A 4 x 4 x 8, 7 J.87), 10. t') 1046 f:1 econ A6 mq.` 1,312 V1 B BY 1? - D E F Remarks 'rruckf MTi cakfM 1:.C',;'.1 ` (t?ctt' , 1 — -- cc; Gi y of Tig.nrd -rTg>Rr r,r oCl SRS Partninh'i p EaY'rlS4 t rrr, wilt .,ar ion - Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 R-E.,PORT-OF-CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: —A-0--l— 19___ 79 Job. No. Client: H4-ho-L[;2isvucMan Comny Project: charlas F. 11 vv C-121mrila Address: 231 Z S., N. Hich"Illy Contractor: Qarsi;rl - Sub-Contractor: Concrete Supplier: R01&_j31Ar16 Cost by: Weather: Our Temp. high: Temp. low; Location of Concrete Placement: Platfoml storaqr� ircn, offt-1, lines A -":n staraw room. Strength Requirement- 1it -%p PSI 0 days Slump: Cement Type: No. of sacks: V--;-.iroined Air Admix, Amount: Brand: Admix, Amount: .------Bromd: Coarse agg. size: Type: fj'!312, Fine Agg. Size: Specimen Specimen Test 0 Register Date -00te T-.,. Unit Load Repwf e No. pe Days Area ��-T yip-.- Number Rec'd Tested Load P311 No. 5 A 6 x 1/1 7 C 28 76,000 26to 22 D iko /a,a00 ?A0 E A19 7,1 76.0w) F J ickcitif A.A T" Im vnh-Lj Construction Insbection & Related Testi Carlson Testing,Inc. P.O.Box 23814 Tlgsrd,Oregon 97223 REPORT-OF CONCRETE TEST SPECIMENS Phone(5n3)641-1114 Date Molded- ,r�t,­-___—, 19_x_ Job. No. .__._ 'Tient: —_ RiSheip Qjigsitrruct-lon LES. _------- ------- �_..-.,- ----- Project: Add,ess: A:Z.►' J. '.I. Pacific Mit1hb.'t'u Contractor: — }3„I,+"y,bUll U11194'[C'L►k_''10:1 C'_- Sub-Contractor: Concrete Supplier: _ Walltak"I'1 PaLli"It! ------------Cast by: ►�. :�`E:�'i11'ICIC' Weather 1y1 Temp. high: _ Temp. low: Location of Concrete Placement: _ <��iJY1t;! I�`r if,1t(sl'ert Strength Requirement: ?M ___ PSI ki days Slump: Cement Type: -__- 1"IVt2 l'�'�'i—__..__—_ No. of sacks: _ Entrained Air Admix, Amount: _ Brand: ---------- Admix, Amount: ___Brand: 1 e Coarse agg. size: . .___--�`-St-'-..---Type:- _-- __ ,,iJCt�_� Fine Agg. Sire: -- Specimen Specimen Test P Register Dote Dote Total Area Unit Load Report No. Type Days Number Ree'd. Tested Load PSI No.T Gv-4 A 4 87 J.a-I?S 's:� r�3� x,6 !er? P •e 1r B ?1 k812 0 ?.a.,.c, 34,500 1n sci. 1156 D E F Remark 2: Tri-IC0 "'.05 fit:W1 '.i�:l.fl�;�. �'•!!'P". A g� rd{ smicioll F1 — SO kl�r'h }Sidi ,t Rt,it~ysi; h sort r r RECEIVED Construction Inaryection d Related Tota DEC 1. 3 1979 Carl�onT'e�tilig,Inc. CITY OF P GARV P.O.Box 23814 Tigard,Oregon 9:223 rREPORT OF CONCRETE TEST SPECIMENS Phone 1503)841-4114 Date Molded: _ 10.$---___ , 19�_ Job. No. U-1,1;1 C1 i e n t: -Ri s hop cQQs��.'t.�Of1 Project ChArlos F. T1 0sa 1atary_SC11001 Address: - ;,3x.37 S. M. Contractor: $#3{IFbp �+061tfi�.rtaLr6alt ►_ — Sub-Contractor: Concrete Supplier - RO!! jslaefM_ Cost by: Weather: (.1 _ Temp. high: _. .__.�$_ Temp, low: Location of Conrrete Placement _ �� ;�� �r;}�p�,p _$ g�.- lt t ! ��jL.�; gtar&W roan. Strength Requirement '{ PSI (u' _.__Zg_. days Slump: Cement Type J --_ No, of sacks! Fntra ned Air %- Admix, Amount: _ Brand: _ Admix, Amount: - Brand: Coarse agg. size: 3/4" --.--Type; - ti 'r�-E _--------...-._-__ Fine Agg. Size: Specimen Specimen Test A Register Dare Date Total Area Unit Load Report-- - No. Type Days Number Reed, rested I.oad PSI No. ---s-- A �,4ai79a-v DOC 2e 4 310 -- B 1@ 34 C Y . - fie - D E F 66 Z'•� Remarks: o' ---- 't4 and Sch'.x)I Mo,, 8���>3tar,��:or, 1���1s�t�. r �1°1��,F•; RECEIvt::f) N O V 14 I i Construction Inspection 9 Related Tests Carlson Testing,Inc. CITY OF TIGAhw P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)641-4114 Date Molded: Iiia<A , 19 IQ Job. No. Client: ►,.xg.tim(:don %'.;11uall', _-- — — ----- Project:_ i.�11"Lips _ r4t�r�: � m �+i :•} d� bl ----------- Address: ..---- Y=� -- Contractor: -, Sub-Contractor: — Concrete Supplier: 4it��`S irr�iikiRl -- Cast by: Weather: Temp. high: ____.— Temp. low: — —� Location of Concrete Placement. - 'kU iL Strength Requirement -T_ PSI (d ____ days Slump: Cement Type: ---_-- ---- -_---— - — No. of socks:__-_._.__-�_----_ -- Entrained Air -----------_.� Admix, Amount: __—__ Brand: _ Admix, Amount: -- __Brand: — Coarse agg. size: _ _ ------Type•.. _.----.. . _._._ -.--.----_- Fine Agg. Size Specimen Spec;men Test p Register Date Date Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. A C �S� Y,i"i.,4 Tit "NO i �t lllii:o :c.,J °t./��+ �t' 'i,. I.. ' 7r,1� �ti•le 4� :n l.I�t..'' tt?to 1'?,"til 0 •Jn Romarks: r:'�1.t. nr fere Construction Inspection & Related 7'ests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 91223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641.4114 Date Molded: 10..l3 19- 79i .lob. No. _ i.Pr Client: ._-- s1�110p Co"StMjCtlon J;Ma rn. Project:,____Avlas f. Tig*rid F.1watary Address: Contractor: _�� �'��,�+ Sub-Contractor: Concrete Supplier $per Island _Cast by: Weather: ---_-- C���44' Temp. high: _ Temp. !ow: _ ------- - Location of Concrete Placement: �tg&l4 :► e i�� ?� Strength Requirement: . PSI 0 days Slumru: Cement Type: _— No. of sacb s: • .k____ — _ Entrained Air Admix, Amount: Brand:----------- Admix, Amount: Brand: Coarse egg. size: 3/4'f T -- ype:- -_t'IE�' P.T+' Fine Agg. Size: _ Specimen Specimen Test p Register Daft Dott Total Unit Load Report No. Type Days Number Reed. Tested Loud Area PSI P No. tBb u R2 7 �16t� �tt��Q �R�lx °����►t'�� X0. 1 flf0 F;, 1 1W P42 FeR'.9 �D ?0.97 Agr n 2s 1t,R� Ao a �R�'� i3. r E 29 --). 10-8 29.0 F HOLD 1765 10-8 11-2 201.2.1 Remarks: __--_ �: City of Tlp rd �SRO 18p Construction Inspection 9 Related Testa Carlson Testing,Inc. P.O.Box 23614 Tigard,Oregon 67223 REPORT OF CONCRETE TEST SPECIMENS ; '?',14 Phone(503)641-4114 Dare Molded: _ ._._ „1d 19-_79_ Job. No. CI' 1':"1.11 Client: - - �i�43�1L1� ;,'OnStOli':''i 1XI C 11,!�Vn4�_— — -- —.. --- - Project: . _._.._._. T�"1]j�i F. o'liS:1h �'i�-�26'4Cl'[:Jr Schad! Address: -._ "'j;1� ._.�~.._}a._� li:�JAL, Hwv Contractor: - '{ Ly�. ',Q _ Sub.-Contractor. Concrete Supplier: _- 0�++�ist+Ai"t>I A!'. -►S�u--- —__ Cast by: L:Ltmor' Weather: �i4llt9;y' _ Temp, high: `4 Temp. low: _ Location of Concrete Placement r't^ !ekL ozid S-kar"_ge Uid? i` I'SL 1244, Strength Requirement - PSI n -- - days Slum ,--.----_T_. Cement typr No. of sacks _- _��__....__ Entrained Air Admix, Amount. Brand: Admix, Amount: Brand. Coarse agg. size: �� '` - _ _--Type: —_—A'�"y Fine Agg. Size: _ j aiiJi2 Speeimsn Specimen Test P Register Date Data Total Area Unit Load ReportNa. Type Days Number Ree'd. Tented Load — PSI _ No. G-1 A 4 s 4 x r �,�4.a ��r. ;. 3e Ami t.u xgP 104 10...E C $9 1. 3214 li-5 11. X E Remarks: ----- '•�L 3U9 'Ift-yoV A'M[G V"Ia (L if - rLWr - Construction Insbection t9 Related Testi Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(603)841.4114 REPORT OF CONCPETE TEST SPECIMENS f"ROUT Date Molded: YAC, 19_�4_ Job. No. Client: ---- — — "4 y�►nn f044tOlt-1100 C11di1Y - — ---- -- —-- -- Project: - _ Zhii4a; 'I- Ii rd E lOtiMi6l4UM 59415011 4 dd r e s s: -- AX,Z 7 & g if ii'l its C Hwiiy. ---- ------- — ---- — Contractor: Sub-Contractor: Con,rete Supplier: --Cost Cost by: _- Weather: :itiCYnv Temp. high: _ 1.1 ---Temp. low: Location of Concrete Placement: Strength Requirement: 'aUnr' PSI @ _.days Slump: Cement Type: No. of sacks: Entrained Air 96 Admix, Amount: Brand: Admix, Amount: Brand: Coarse agg. size: --- 1 " Type:- --.------Fine Agg. Size: —A �iM, Specimen Specimen Test P Register Data Date Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. 28 D E F Remarks: 11y00 lot DC)t_Vatffill V.11iil$:4t._.4 ' Construction Insbection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)6,1111-4*04 Date Molded: iQ-;3 —1 19 U Job. No. Client: B;vhtlp colutnaction Project: Tigilar'd Aa,',ess: Contractor: Sub-Contractor: Concrete Supplier: r'Qh K.1" Cost by: Weather. Temp. high: Ternp. low: Location of Concrete Placement: Strength Requirement: USUD) PSI 0 days Slump: idailkgh'tv Cement Type: —_ No. of socks: Entrained Air --- Admix, Amount: Brand: Admix, Amount: ----Brand: Coarse agg. size: _Type:_--.__—___-_. --Fine Agg. Size- Specimen Specimen Test 0 Register Date Date Total Area Unit Load Re pert No. Type Days Numbs? Rec'd. Tested Load PSI No. AV IA:t; *,'1"l-,A('; , ty I % B La 11.Al C D E F Remarks! MY Of 1JUArd SRG Tiard 8mrqr%"iA41Pr, ir (3 RECEIVED Construction /nsbection 9 Related Tests (iCT 24 1919 Carlson Testing}Inc. CITY OF TIGARD P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS '��)4{'F AP Phone(503)8414114 Date Molded: 19_..__;};�_ Job. No. __- Client: C,121-0,1V Project: E10t4-lijij lwe `Sicr1001 - --- -- ---- Address: ---- _ W-04r1fic H'I{yrhtgAX --- _-- — Contractor. W1kr ' r Sub-Contractor: Concrete Supplier: —­-­-Jd1 MIN _ _ Cast by: . Weather: _. y,L_ Temp. high: --Temp. Location of Concrete Placement Strength Requirement A.11 ;°.4f .''' __. PSI [d G _ days Slump Cement Type: . _ No. of socks: __ Entrained Air —X Admix, Amount: _ Brand: ---_--_____—.._. Admix, Amount: Brand: Coarse agg. size: _-_Type: -- -Fine Apy. Size: -- Spec—en Specimen Test! Register Date Date Total Unit load Report No. Type Days Number Recd. Tested Load Aren PSI No. A x 4 l 7t'4. r."..kt �1l� ff YAM ?230 B 5r'It A0-'4 102ir/r< ....�4 D E F Remarks: -- 4'��-E j't� /i� Slard — --- �e?�i Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)6414114 Dote Molded: Job. No. L"f-. 3 Client: ��i7j�� t:dPllJ �'GiGeG�i*Jt4 i.• . Project: - -- i:E'I�N��t$ � . 119 'i`C r. Mf zi kfinal — --- ---- --- ------- Address: _ 13127 S. W. pill:'[' le riwi Contractor: �".�!1©�� !_"tCpx1':i".e''�[�l't -'' Sub-Contractor: �__-------------- Concrete Supplier: 4wSkArld P�.n.1f9c —.__—Cost by: S", iW Weather: ----_---_ T*mp. high. Temp. low: . Location of Concrete Placement: LiosR �i ;'_t. 4- '41 11 ? lym .0 _" E; Y�wd d, 3 Strength Requirement: .�p da : PSI (d s Slum 1 Y .� ll4e Cement T ype _ No. of sacks: Entrained Air 9L Admix, Amount: Brand: _ _. Admix, Amount: Brand: _ Coarse agg. size: - Type: — .._._. - --Fine Agg. Size: Specimen Specimen Test P Register Date Date Total Area Unit Load Repot Ne. Type Days Number Ree'd. Tested Load PSI No. A 4 D E F Remarks : (�rargF���l�'E�.?ll'g NSA 9tfKU9{� G.�c°'f�ctlY leo 124 wQ 1 u �f � ��.►8���-C �L•C*O�i2_ �L�sGtfG�'f�'A' `D�+�=C.s��e.•fS ./'1}-9—d<yz��__ /'� a�.� a awC44 ll ea-_e� --ze2g4pi. s.4� •.^�J_`-sir • �� Ilk �lti{� at to« /P' 7-e.,~� � a �� L �/ 4 �,� 1 ►/ "��dc -e CA,4 L �mvt 101 �T — (J��d 1.� E4►l�lL• �C tl-�14,4 wet �<_ oma. ?'�u�.�. oel / - p' �� 9 i 1 V 41f1 c. �<-�l C t s e_e �I/Lj�c�� c i 4 l/! t L.E ;fi-4l� �.j f!' 4" C-S7 -L taw _�tle- U-CZ L�_a�C• J Cj4�C 'G• � ✓ `� dst_ CVWI-f�. ec. rte— %/G C�--QAC., �•-�.. 4 , ►- Dl�� �--PSL-u2. le t /Ct 4-6 —�•fIPC<' i �'c9c� A G , G(C �r�lX lt2rt.�1�f11 Cflgt24-'lerc_ �Tn'-olj el0ot.�C !S t2' rc c9c�<1L I Ci 012e- A Qn l `, Lt ,I -C C tv 02 el-z —hce- ,--7e fot C-A 14'l c-,- 4-c" -,-4—c /It�ll.vLQ� 4. G�c Att• 6`G`7�c. C d?ItLG- C��O s -� ff b 1 . tt -t et-4 ()Ielel(�j (.c ft.Q .,.t"a 1/a-j/ sej. ��'- 1 C'-c elp-C I i1c1cf4 ('e, ('(^LCA cV. e- G�L C iW.G I C 1 ell �t�' eY ��_'-•O f /��C.. L .�S ef N CSC f cmc tL..�J 'cXt_ CI � i a.tt Construction Inabection ff Related Teets Carlson Testing,Inc. P.O.Box 23814 0 G T U j J 503)!'Al-4114t :,(Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS CITY �F T'�� Date Molded: 511-26 , 19---. --- Job. No. Client: ---- 9L'1ttJip CA."S6 L.' ?,_.:: Project: -- ChAvI!e F. LlvanL Address: 13157 5. V. P&LA Vtc-, W, Contractor: R4ah8p r--Qrx 1LtJk;1% 1'1 Sub-Contractor: Concrete Supplier: i6r�tt'�sra. 'i i '� Cast by: Weather: '%&ea �.O Temp. hiqh: ��. Temp, low: . Location of Concrete Placement: ssr bxwln 4%r -• r Strength Requirement: _ � _ PSI (a __. ._. dcys Slump: Gement Type: _---------.---_—__. No. of sacks: ___--- -__-_ ____ Entrained Air - n. Admix, Amount: Brand: .._ Admix, Amount: ._ Brand Coarse agg. site: _._ __. .Type: _ -___ _.. ___ Fine Agg. Size: Specimen Sptleltnen 7esr p Register Date DaN Term �4feo Unit Load Rsport- No. type Doys Number Rec'd. Tested Load PSI No. A - B C .. 'a _O1� Remarks: ----- ��LiC�iJ 5 11c;:': - - —•-------_ S46 Fha',•o,i, '`'FaIG1i f Usk o d j M o MA y M 00 %L K it O n ` � s a I i II � I i — Z. 21 vl 1or a� _ a c to n C 33 :::- t a+ I E �n _ X fl x ue 1 u 4-3 ; z 3 31 $. } o V1 �� c vl o I v I ° s ZVi to O a u o m Z , c 7 y f( O_ CL v o 4) O f VI i v O. Ji � ro �I ► i �! v o. :I d ro L ' c � � •� Orn rp I :,� j ' I c In /� c E to Q T J V o OL 4-0 4-1 LL 0 C 'l al 1 c ' •w j I ( > o c al all I N :3 y.1 W it I p Ln ro V a O x p o U ;.a N O aa I I � r V � i Q t vx yti I uI I ro • w p.— C1 In cl IV CL CY o ro c L T O 1 O ! x i 03 C U Ql U •f. 0 v, 7i w Q o7 DEPARTMENT OF COMMERC[—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW (THIS IS NOT A RUILGINO PER MIIT) REVI SI0I4 GIIARLES F TIGARD ELEMENTARY SCHOOL, 12985 SW GRANTS TIGAFI) 79-957 Building �_ No. Building Address County WASHINGTON Occupancy A-2 (E-I) Const.—If ONE HR:Sound`dalua SEE ORIGA]lP.,REVIEW Architect JON R SCHLEUNING New Bldg. L' Addition (:1 Alteration IJ Date Received N/A owner TIGARD PUBLIC SCHOOLS DIST.23J Address 1'137 SW PACIFIC HWY Date Reviewed 9/779 — Stories Arte / Attie / Fire Wella Fir*Escapes--- Exits ___ / ft. Main Fir. Sasement Ht. Stops Tot.Width RESI Shiro / Verr Shafts . SprinklersN Alen. Alarm ___ SP. Closed Closed -No Yes Area Covered Int. Slee Est. Eat. / Ht Det. Floor _—_._ Ceiling --- Roof Str. Members Class No. Ty;a Area Covd. Well cover / Htr. rm encl. Type flue _ Type Htg. System ___ _Fuel Est. inc The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversiqhts by this office or of noncompliolce with any applicable regulations of local governmen!. REMARKS: ^1) THIS REVISION IS IN RESPONSE TO THE ARCHITECT'S PROJECT MEMORANDUM DATED — 8127f 79 AND THE OFFICE OF THE STATE FIRE -MARSHAL MEMO DATED 9/5/79. _ THE EXISTING BUILDINGS All TYPE V-N CONSTRUCTION. THE_REFORE� THE SETBACKS ARE ACCEPTABLE AS SHOWN. ITEM_#2 OF THE ORIGINAL_REVIEW_MAYBE_ DELETF_Ds — _i) NOTE ITEM #3 OF THE ORIGINAL REVIEW. AS PER THE OFFICE OF THE STATE FIRE MARSHALS THE GLULAM BEAMS ARE ACCEPTABLE IF PAINTED WITH INTUMESCENT PAINT. 4) AS PER THE INTERPRETATIQN OF THE STATE FIRE MARSHAL, THE_PLATFORM I NOT A STAGE. Examined.by PAGE I of 2 Copies to: APPLICANT�FILE,DEPUT_Y9SFM9OWNER9 _. EPT.SFIRE D PT.SELEC PRS Z w SP'16585 814 UPAR'MENT OF COMMERCE—PIANS I:EviaW SIVION NOTICE OF PLANS REVIEW X 4MM,'#*)1tWW tips 14t.IIIiiM1 MARXXWll 1 X (TWS 1S NOT A RUItDINO PERMIT) R)_,VISI )N Building . CHARLES F TIGARD ELEMEN SLARII.—. No. _1_9-9_57 _ t Bu Wing O.udress nIEREFORE, ITEM OF THE ORIGINAL REVIEW IS DELETED. _ 5) THE SMOKE VENTS REQUIRED IN ITEM tY7 ARE PROVIDED ON THE ORIGINAL PLAN_._ 6) ALL OTHER ITEMS OF THE ORIGINAL REVIEW HAVE BEEN COMPLIED WITH. _ _ PACF. 2 of 2 -- IiNBT011�11�p�ViMl�?910><ItQOISr'611D1iAEJtfJD�0Y90K (THIS IS Nf T A BUILDING PERMIT) \\\���\\\(����� C110LES 1i TIGARD ELEMENTARY SCl1OOL 129;> I SW ;RAA'1.'1 T1, ARD_ No. 79-957 Building Address t ; -7,C'00. :�7"'.r'_I County WA SH IN,TON Occupancy �. (I'- 1 ) Const.V-1 tI R REQ'D Sound Value Plan Fee Arqh(tett JON R SCIILEUNI.i; New Bldg. 6 Addition C Alteration [I Date Received 7/13/79 TIGARD PU.3LIC SC}IUOLS DIST 23J Address 13137 SW PACIFIC IIWY D 8/2/79 • ate Reviewed I Owner .r r 1 A"lc VQRI E S/ N Fire Walls_N/S Fire Escapes N/S Exits / l3 ft. Stories Area plain Mr. Baseman Mt. Stops Tot.Width Stairs _.YES Int./_---_ Vert. Shafts _ /S — Sprinklers / j PARTIA?Men. Alarm AI S S.P. N . _� - Closed t / ClosedNo Yes Area Covered a r SOD C.Iv(.UExt, N S Hr. Det er___/— —/-- Floor C NC _Ceiling un , _Roof ELT-UP Str. MemFirs Clens M?. Type Area cove. id/S FORCED AlR N/S Well cover 13RIC (:1'P RI}{tr. rm. encl. NO Type flue.___ type Htg. System .Fuel Ext. rt. the submittedlans have been reviewed for conformity with fire protection statutes and regulation= of Oregon admin- istered by thispoffice. Items No. 1 L 2 s 5f 14'22'23'L2/4j25!`6'2 3�2". 34 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project ro meet current fire protection regulations. Approval of submitted plans Is not an approval of omisaians or oversights by this office or of noncompliance with any applicable regulations of-local qovernment. 1'111S 1S A FARE AND LIFE SAFELY PLAN REVIrW CQVERING THE CONSTRUCTION OF A F.FMARKS: —1) 1) - — 1tIlILDI1dG INDICATED TO BE IN FIRE ZONE 3. Tl}IS REVIEW IS BASED ON THE FIRE AND L1 FE _SAFET'Y PORTIONS OF THE 1-176 STATE OF OREGON STRUCTURAL 5PECl11LTY CODE. _2) DUE TO INFORMATION IN PLAN REVIEW #1.597�_(].9(-7 AND T'l1G SI7.ES OF 1}IE I3IfILD1NGS0 THE EXISTING Bi11L,D'LNGS ARE ASSlIf1ED TO 13E TYPE II1rN C('.vSTRUCTION. AN IrAGIN_ARY PROPER'L'Y LANE IS REQUIRED TO 13E ASSIRIFD 10 WEEN THE NEW AND EXISTING BUILDINGS_, SECTION 504(c). THE NEW :3UILDIN6 JUST iL A51IMCI T D TAI�LQE-FRg11-Sll '-U SO HE EXTERIOR_ Examined b PA:;E 1 of 3 APPLICANT F1 LE eDEPUTf.SRi,OWNEI2 ,D-.�dE MLFIR'. DEPTL ELEC. Copies to 1- — SP1265844114 I PRS-4 h ' NT OF COMMERCE—PIANS REVIEW ZICT10N y NnTICE OF PIANS REVIEW • IDC STAFF}:OTRIT3�:BU'.rlellElBrK'�ITt1irlD{9T707CX iTHIS IS NOT A OUIIDING PERMIT Building C}IARLES- F TIGARD ELEMENTARY SCHOOL 1298%SW GRANTIT]( AILD . No. __79-957_ _. so, Buildlnq Address —WALLSs OPENINGS AND PROJECTIONS IN THE_NEW AND EXISTING BIRLDINGS-COMPLY.WITH- ___ SECTION 504(b) AND 2101(a� MINiMUN OT.STF,NGE FROM T1�FFE}�1SZI�1C_pUILDIRGS _.._-___- ON THE EAST AND SOUTH_APPEARS TO_BE 231 . 3) THE BUILDING IS_REQUIRED TO. BE A ONE.-HOUR FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. THE CEILINGS THROUGHOUT ANDALLGLULAM BEAMS.ARE_. REQUIRED BE PROTECTED AS REQUIRED FOR —ONE-1101IR._ SECTION 70Z_(R)_s_TABLE 17-A...�------------- ---------- --- --- -- - 4) AN ADDITIONAL EXIT NOT LESS THAN 31811 WIDE_IS REQUIRED FROM-THE SO11'.11 SIDE. OF_THE -- MUL3'2-PURPOSE- ROOM._SECTION 3315(b). THF DOOR_SHALL _BE A MINIMUM 3/4 HOUR ASSEMBLY. 44 o _ SECTION 504(6)• w _5) AS SHOWN.p THE BUILDING_IS REQUIRED TO BE PROVIDED AN AUTOMATIC FIRE-F.XTINGIIISHER _SYSTEM THROUGHOUTLDUE_0 A }ACK OF PROPER OPENINGS FOR FIRE-DEPART FN ACCESS IN WO WALLS. HOTWTVER�L_nj ADDITION OF A DOOR AS REQUIRED IN ITEM #4 WILL PROVI PE TIE NEEDED _OPENINGS TO_ALLEVIATE THE REQUIREMENT_FOR_A SPRINKLER SYSTEM. SECTION 3802(b)_. _- 6) THE PLATFORM AS S14OWN CONSTITUTES A STAGE. ThEREFORE T11E FOLLOWING ITEMS SHALL BE REQUIRED. —(1F THE DISTANCE BETWEEN THE TOP OF TIIE PR0SCENII1r1.0PENIN(; AND '1'HF_CEILING ABOVE -THE STAGE I.S 5t OR LESSt THE PLATFORM WILL NOT BE A STAGE AND TILE REQUIREMENTS CONTAINED IN THIS_ITEM WILL NOT BE REQUIRED.ASF.CTION 420) DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW x2nv.% K (THIS IS NOT A PUIIDINV PFRMIT „w+ItL�k fluildirg CHARLES F TTGARD ELEMENTARY SCHOOL 12985 _SW GRANTi_'I'I G_LjRD_ .— Nm __79-9557 Building Addret7 A) THE PROSCENIUM WALL SHALL BE TWO.HOUR NONCOMBUSTIBLE_CONSTRUCTION .AND -SHALL ^_— EXTEND NOT LESS THAN 4 FEET ABOVE TIIE:_ ROOF OVER_11lE AUDITORt>_M, _ _SECTION-X904. —_� v THE MAIN OPENING IN THE PROSCENIUM WALL SHALL BE PROVIDED WITH A c,LF-CLOSING FIRE-REStSTIVE CURTAIN AS PROVIDED IN U.B.C. STANDARD NO. 6-1.., SECTION 3904. _7) THE STAGE SHALL BE PROVIDED WITI{ VENTILATORS NOT LESS TI[AN 66 SQUARE FLET IN AREA AS SPECIFIED IN ,SECTION 3901. SECTION :3901(a). 8 STORAGE ROOM #2 AND THE A.V. CLOSET ARE REQUIRED TO BE SEPARATED FROM THE AULTI- PURPOSE ROOM BY A ONE-HOUR FIRE-RESISTIVE OCCUPANCY SEPARATION. SECTION 5031, 0 9) IF THE FOYEk IS NOT SEPARATED FROM THE _ADJOINING ROOMS AS REQUIREDFORA ONE-HOUR _ CORRIDOR, THE FOYER AND THE AREA OF COMMON ATMOSPHERE WITH 111E FOYER SHALL BE PROVIDED w WITH DETECTORS OF PRODUCTS OF COMR;!STION OTHER THAN HEAT. _ THE DETECTORS_SHALL AC (TATE AN ALARM AUDIBLE IN THE 'rrACI F:RS ROOM AND SHALL BE 0.i CONNECTED TO THE SCHOOL FIRE ALARM SYSTEM. SECTION 3.31.;0). 10) THE ENTRY IS REQUIRED TO BE A ONE-IIOiIR CORRIDOR W1T11DOORS 9, 10 & 11 REQUIRED TO BE �20 MINUTE LABELED ASSEMBLIES. _ 11)_F_LAMMAALE LIQUIDS SHALL NOT BE PLACED OR STORED IN THE BUILDING. SECTION 708. 12) KLLGILAIINT-TyfCfSfi_=FM1__WI'TR- r7MPTER '54-AIM TIM' 1i.8.CONSU[gER 7P.i7DUCT SAFETY-CM11WSSTON STANDARD �C--. .7 PART 17.OI PERTAIN ING-TO-SMT'?- GLAZTNC. C U c'� roE i I � tiC a5 in I � 4- � 2 � O � � JI •� y V N JVD U drY u In 4) o v f Cie N r I 4, n.a c N W T ro IN r In E Z N o z In J 4.) i 0 u +-J u- .J m V ILL i' `� ►T .r � 1 ci c , i > �- �- t I o Iti I b � �� ;, I s- o r O O ro ut I fI O � v D o I O .y �•�. I 1 (-- Q U t Z � •- -+I 1 A I -Z I I L LL N 4-1 I o C _•' o > o I ` i Qj c N I ,- ►- 4- �I x C lu ci I Q ro i `s rD 41 +-J f _ I r v0 ro 4" J CL u, o C vi V r lTl �. r'3 C En' / O O In E b u 1. mCl In Z t � 4.4 4A N r0 1 O C. 2— L ,I I > Y 1 I Cl. j re i ry O I v r,o .. Y W o ++ v+ .i I CL Q' t I '• G! I., V C a 1 m �__. �., 3 a ry HIM ' H11111 U )t 1 ' F' O F'UX I]7 • i0AI AFIFJ ORI GON Y7DA7 • F"+UtJ► iu ►' � ' v 1 iLOt • RUSSELL WA.'IirU✓.N. (IIIFF SPRINKLER PLAN REVTCWS, STANDARDIZED ITFMS Approval of submitted plans does not constitute approval of any omissions or oversights nor of non-coripliance with any allplic.able regulations of local governrient that may exceed State r•equ i re vents. This plan review does not cover information for insurance credit. This is not a State Plans Review. A member of this office shall witness all hydrostatic, flushin.,, pneumati,:, alarm function, and trip tests of all piping relating to automatic sprinkler equipment and underground leading to that equipment. Please notify this office twerrt•y flour (24) hours prior to testing any portion of the automatic fire protection equipment. C/ A copy of the contractor's material arid test certificate shall be forwarded to this office after completion of all testinn and flushinq. 5. The installer shall properly identify this hydraulically designed auto- matic sprinkler system by a permanently attached placard indicating the location, and the basis of cosign (discharge density over designed area of discharge, including gallons per minute and residual pressure demand at base of riser). See NFPA #13, Figure A-7-1 .2, Sample Nameplate. 6. Automatic sprinkler equipment shown on the submitted glans is designed to provide a pre-determined minimum amount of protection for this particular structure, occupancy, and hazard, given the current water supply. Alter- ation of the automatic sprinkler equipment, building or introduction of a m7rt hazar•douz situation, occupant, or reduction in water Supply may leave the automatic sprinkler equipment ineffective in providing adequate protection. If any of the above should occur, this department may write orders to cease and desist operations , orders to vacate, or orders to upgrade fire protection. 74 Where wet automatic sprinkler equipment is subject to freezing, it shall be protected by providing heat or insulation to maintain a minimum temper- ature of 400F. Provide spare automatic sprinkler heads , head wrench and cabinet as Cy spelled out in NFPA Standard #i3. Gene LT rc.hi l l Sprinkler S1cialist GB:dm ns W � e � w bl' ? UCTUF-AL CALCULA-TIOQ4D' Fop--, MULTI — Fu F-)Pn. SE F1OOM AT Cel T I L, AF-)D ELE.- M . SCHOOL PROF�s C-3♦AGI N 9s Oi1[GON 1 lv04 1' 22. BURGHTAHLER, HOLMES, CARLBUN ,,(INNMTINU!NOINSENH 4504 5 W Corbett Portland, Urepnn, 97201 J 40 Lp le I .1 14,5 Ll BURGSTAHLER, HOLMES, CARLSON CONSULTING RNGINRRRB — SOI S W. Corbett Vand, Oregon, 97201 rt tl.✓ cryo �y/I r� �•� ``•' `_„ Co7 �• '�• •'� � �, rpt :, _ �� 4q-�' l r ` .a e. t UURGSTAHLER, HOLMES, CARLSON M CONRULTING ENGINICLRN -. 1501 S W Corbett ` Portland, Oregon, 97201 1 �vP=P A9 ' -4C2FS x -7 G4 1 /0 �%�YL� tis+ 14) 1j0(2(:`+��`�•'�� 14� ?;^� '�':�� •/�(/oZ� a .rte/ .... i 1444 g83z ►Z,vaP:�' I9,LO I X17, (040 IC, +I I�`) (•I '� .i..� - ' ��.V' 1 - Imo.•�-,►� 2 t ''' • jA j'a i,•� 4 J ti I C 1 C Cr V..1>✓ �Ca/� IL p _E L��yl, iGHG'GI L HURGETAHLER, HOLMES, C'ARLSON CONRULTING RNGINKFRM - ---- 4504 s w corbetr Portland, Oregon, 97201 - ------ 74 ----74 »� I T t i�> �o C l 4,)5(445)+ 14)) 10-71 / Lo I c�ov07 - , 0000 1 � I 17- 4g, © 1 •-J p, F. 24 � BURGSTAHLER, HOLMES, CARLSON ONPULTING R40IM99RA —_�–�_- 4504 5 W Labatt Portlood, Ottgon, 97201 GrIGG1L 7 t,E.�,l,per-,�J .'r JCAGTOK- F�IZ- 3/ v.4Z. 3 ( i i i i BUROSTA) IAR, HOLURN, CARLOON - -` (:vNlll!LTINU■NOINEIM!! ��,/77 �.. I501 SW Cab." IaMond,fApoe, 9)701 .��I� � ��J I �� ✓� N I�H `�J� G� Ir YGi+~I � I G 1�"I� CI L 15' T. ::5 4 � Ab lS a` - 3�Q►' ( ��0000���X54. p2't,5 13URG STAHLRR. HOLMES, CARLSON COMMULTINO KNGINLRIW 1 1504 S W Corben Lj/Z )(/ '7 ►orlland, O,egon, 91701 —+---^ — — -- 7r� �� 4o' -I E At- YL ri 7 'A BURGSTAHLICR, HOLMES, CARLSON CONNULI1140 INGINallm 4504 S.W. Corbptt PoMand, C>*W, 91201 I • Lir 7 O `'r�` '�,,..'1 .. '/^�•-.`_�. •� , .�_' .v.. -� I.�r .• .,�.. t r � lo 4 ..J._ .� .. ,.,.`, •� � �.a ,'� r -'' .• ' �r � '''' r' 1 ' C. .fit a ? , 4... BURGiSTAHLER, HOLMES, CARLSON CONSULTING KNUINIRRIA J /504 S W Corbefr Portland, Oregon, 97201 r ' LAU ''' .� r7 M. /_'_._.__ -'• � '''." �x-..13 1 0 1 r ' , rr �� _ �..._.. . . . ._. _ . � of ('14} ov� BURGSTAHLER, HOLMES, CARL-440N CoNaMUNO RNGINRRRS 4504 SW Corton rortland, Orpon, 97201 _ 6v civ IT 4, 4o0b -7 Lol L 4-e)(".7 " I-:5 1 0 I Us YL 3 DURGSTAHLER, HOLMES, CA41ILSON CONIHILTING&NOMERRA 4 504 5 W Co(belf Pc,,,,ond, Oregon, 91701 -ne Pal..i .3 2 ' 34' e LSO/T/O&J v0,04:v TJa" op- 400*A 400*A TrzI 1,5000- 20 �.I = 4006-7) 7 225 D 12� �Z m,400(11 i- 14 �—�� '74/6 s�C 2r�24F = 2�a �-i,is Z zo 8 �.... m, (A-7 1" I S ZxlbS� i,15 '%Z 4-0 s C��� 'L• 901 (Itoo 000) B, loo i 5%+ x 2 + G P,F. 2�F i URGSTAHLER, HOLMES, CARMN CON/ULTINOIINOIN2388 r 1 I504 S.W. Cpb.n ►plbnd,ofolm,97901 I I LL= `lei Wit= T L 14 Lp�-�t> -- �t O ��t-- .r i : ' -� I c"�.r"r�''�/i �.'Pa�► - Z�� I i i i r' BURGSTAHLER, HOLMES, CARLSON CONRULTING[NGINKERM 4504 5 W Corbett Pottlond, Oregon, 97201 61 L.U- L/.,►A ..�. �E�•� a;?.10�� ,-=� �JP�?o7i�..1� E1�l� l�! u,'r+t Z4cr*lo r S 172�� ,L cls � I.J4 � 384 � Ig�anac�o)� ,fa� a, F, -z4F C! 1- 94 A. �1 CAk-r� :r r A. HURGSTAHLRR, HOLMES, CARLSON CONIIULTING lNOINICBRO 4504 S W Corben Portiond, Oregon, 97201 I Ii ��'-LI-LAf•^ :.1ti1::¢. i:_ i�.1TGNt:ti.) �LU1.1;:"=,-�"[:v�'L�(' ', 24 84 o#/ r • �{it-tet;.• .�'✓,`.� x ..- I � r:) F , 4 �_- ZD BURGSTAHLER, HOLMES, CARLSON CONSULTING WhIGIN6RNA 4504 SW Corbett Portland, Oregon, 97201 7 1 ___ of 0" dw 40 . ............ 4F A4 100�1.d 4.1 t)L. BURGSTAHLER, HOLMES, CARLSON CONSULTING KNOINKEP-4 4504 S W Corbett Po riland. Oregon, 97201 —7 L wor 7-4t at Aj a �... BURGSTAHUR, HOLMES. CARLSON 1501 S W Corbett - Portland. Oregon, 91201 ' _a �J �, k'/•. w a i j. SVFf"V.' l %//4) 12 I r-i-r~•• I t-• 47) 1 � r t n lox z G t LF r w l f BURGSTAHLER, HOLMES, CARLSON OONBUI.trkOILNO.N�tIW 4504 5 W Cc bell [,7 d. Portland, Oregon, 97201 3� I �- �r5(Iv� � M.� 24'75,°` M y � ; f 4 I ,.J I-IS L i 0 2 1 + r -2-4,,G) IBURGSTAHLER, HOLMES, CARLSON CONSULTING KNOINsum 004 S W Corbett _ - ►orllond, Oregon, 97201 Ij w w w 1 iOr�G-✓' i �, i 4-6 zo C 1 i1 A 3 (14•-4 2 CIL* X84 (Ieo�ovo)(' , c�o� D- F, Aa L .._?I osvu -14: '), D 2 7 tL i ,2 S 7.p --- BURGSTAHLER, HOLMES, CARLSON CONNULTINO RNGIN6LRh4 4504 5 W CortMn Portland. Oiogon. 97201 — `._ _.�� $;C)z.'T FOTZ-- I^U4k r i`L M, &pio (olye w I?.- = e�p� A 4 -z—g;z �T1L^t' Zv1 oIS 'M7.7- j41W Z 1.4 -71 y�� /./ woo J c p 40 re �.- -T ;,.:T 1;r.7Ac ... .�I ... ✓ O X6, yc -',1R. r L►r 111UR08TAHLER, HOLMES, CARLSON C011I9UI.TINOINOINIIRM — -- _ 4504 S W Corbett Portland, Oregon, 97201 r"tA-- r G,�' .�. 4 zo 47,0( �:.... TLS �_• 1 ,'�J �I con, J ''. �=. ``f►L��•-•�:..rte i�L.�M . •�.:.►{c.�4-��--- BURGSTAHLER, HOLMES, CARLSON CrNNULTING KN' INFVRM e:)1 S W Corbell Portland, Oregon, 97201 FV -70 4 4 _ 7a X HURGSTAHLBR, HOLME8, CARLSON COMIIULTINO LNOINRLII8 4 50 S W Corbell Z . Portland,Oregon, 91201 N PelV- 15 H LAIL 'lf/,06A.L'5 (7-fF�) V-1 1 Ftr-- v 7 2'x C.6 I A BURG8TAHLER, HOLMES, CARLSON CONPULTINO lNGINIRM 4501 S W Corbett Portland, Oregon, 97201 1 e� WALCAD LS 25"7loD�` ' 1 /2354/10 i �`'� �•`�.� y '� , .. r'1;` .1,1. ' f;I t ESE A __..._. '.1��" J 14'1 �I.• �7 irrrM��'I, •',I�.� 1 h i��� _.�._._ BURGSTAHLER, HOLMES, CARLSON CUNRULTING 6140INSKRO - 4504 5 W Cobert Portland, Oregon. 97201 - I oin WAIL 'To 'WA-4-L. (� NtiD He.ir��tT • r�OPs� x i�J�� /, M cam►-�e.:.� T' �. 1.�� r� NE,:.i�� ��T ; DLJ ii�- -7-D _rT k c., N1 r 225 x12 ', = S Lv geJ-IT LAIIV-,A L t M G 1323 + 34 tsco _ ►q-I � �l BURGSTAHI.YR, HOLMES, C'ARI 40N CONBU TING KNmntakk _- 4 504 S W Corbett Portland 0 epos, 97701 / __ JEPTICA -rL A'4V,1 625'�/ L)W 4W-j wt� �j2.. ?.�,��:�LTi o•-� �, M IDNe: i W°T" 1 /"!Co a.► r<7'i:t Hooks,JQ ibOo Ic) i I. .4 CNEC,r FL��(U,!'siL_ r�Ti4 .�y�� Fob n , S Fps I > �rd, b CL . '� �:el :��--J '�+G>L'_. '�"�}._1�..�Oti.J � Gf�G-JCEfl �..E'f_`l lo►.�� /F b 33 BURCBTAHLER, 110I MES, CARL 400 �IONNULTIN4 RNUINRRRM /504 S W Corbeff z91 -- Portland, Oregon, 97201 " r Z. Z 4b i BURGNTAHLER, HOLMEe, CARLSON CONSULTING SNOINta" 4 50 S W. Corton !g" Z PorNond,OroQon, 97201 1 BURG91'AHLFR, HOLME9, CARL-90N CONNULTINO RNOINR6R9 — — "'�-- 4504 5 W Corbett Ponlond, Oregon, 97201 - --- �.^/!_. P,.�Fr1��: ;Cr V�?:tom:.: I1'.� ; i':i O�'� F-06 == ;a0. -, 01% Z 7 2!0 r!~ Ll 40 r t ► , ,7�c I HURG6TAHLER, HOLMES, CARLSON CON81ILTIN6 INUINURN 15/VL/-7 V '7 I? ^-- 1504 S W Corbett Portland, Oregon, 97201 T11ol. � 1 �', =7 C i G �`.• �� �L�r F Get'y r�'1 t�0<av - 2�� �;'�G�'� HT �- Uzv etilT,2Y L 6,A0LO ,a ?3,���,�� •l�� ,r�. t La ° I I Lrn qj7ip o fi 6,4���r� c) -2-- tt - - � �-, >� � Lj:n./-' D CLE h/I ,�:.t�-•'..�J� PURGSTA.NLER, HOLMES, CARLSON ('ONNUI.TING RNGINRCNB 4504 S W Corbett 2 3 Portland Oregon 97201 —"`—`-- --- 7-i��= c »r I Vv'A 1.L f'✓^.�" /.,, - ,` v.re 0','. 4C1 A c-44p 14 SURGSTAHLN;R, HOLMES, CARLSON CONd1'IMINU CNUINSKIUt n —-- 1504 5 W Corbett Portland, Oregon. 97201 - i i *,'-�71-f V-44 ter_, or A4 -r r —PiJ/" v=�5t_. (-- 0 P s F X 24 14 4 0 */1 I � oo"A r- 1 +-7 Q ;, WA l t� F C��►1 >`J c� ; //�,!y f:�� OIG) �OAp`�, 70 t'- >L r o 7O'D Zv vsF 2�0*W/// Ga f'e,s:-�. /7 — I Z Q*/: I • IIIIIMHTAHLER, HOLMES, CARLSON (YINNITTINU RNOI?Wtg" —"' "-'---i 4501 S w Corben _Z J •� Polllond, Oregon, 0720rr - -------- LMRAU�� �K. too M 4 (p 7 044 -A BIJRGs,rAHLER, HOLMRS, CARLSON CONSULTING SMOINRIVA 4501 S W corbo" Portlard, Oregon, 9?20 KT. ---------- BURGSTAHLER. HOLMES, CARt-90N CON8LILTINU RNIIINKFRII 4504 S WC f o(bet Portland, Oregon, 97201 '34 t IZ�' - It , 33 r,% I F-,' = l3.54 i y//, X71 Fig :.+ i Q� n • �h t — ; _ D.l0 I -- -7.s3 F,� - ,/,5 f. z� �o.errs .:_ D►� I + �. >3 � 134 > 1,0 Tp-e-r TS 43 fix `= iLot c !Dx'/22 4-. 7-5 G , � ► A 1� C� �L�'�� SIG �_� BURGSTAHLER, HOLMES, CAR!90N CONSULrNO RNOINRRSS -79 -�- 4504 5 W Corbett z ►ortlond, Oregon, 97201 ^�� ---�'*-- aW �ICS '�-� C�=•oni== L�G�er� Gc��•�1►J�c1_lo►J ZOC)*/l t fa k� ._----- '� �+ (,.Cl...lt,t `J `. � •L'1 QOp �' G7,OloZ2 40P`�Nx ' �1�Gt�•Olt- 12 x n'da c 1• ?U��� f!r.t 1 h ]� ��:k' .:G�rJ►J�.=T1 C7�.J h Olt- el 4 RURGRTAI•i YR, HOLMES, CARLSON i^^ (ONNr11.TING LNOINFKRN 4504 5 W Corbett l,• 1 ,�j —_/�� Portlond, Oregon, 97201 00 7 TV to,44 ii-M HURGRTAHLER, HOLMES. CARL 90N ONOWLTING KNOINRN A 504 S W CcWheff U /0/79 Portland, Oregon, 97701 e% kf?L 'A "71 As roe-- -r-5. 7 71 L '7Y 11 ------ - 507 11 FL Fop- -TS e-- V L L omnI, F� �:f L Q .4 0, 4v, 60 O'n 44 c 4P -6o tzzoh-i . Se-hS"Com. FILIRGSTAHLER, HOLMES, CAR[90N CONNOMINIG F.N(;INrFK,4 4504 S W (o,trn L Portland 0,Pq— 9771 ry SOILS EXPLORATION for C.F. TICtvRD ELEMENTARY SCHOOL ADDITION February, 1979 \� �GlNF6 4�a+ 5097 i A cNtRa011 O c�. a YZ Qy John McDonald Engineering 7853 SE King Road Portland, Or gon 97222 n-:�1 rlA INTRODUCTION An addition is planned for the G.F. Tigard Elementary Schcol in Tigard. The 9,600 square foot multi-purpose facility will be separated by corridors from the existing buildings and will be single story. Some footing loads may be appreciable, however, because of the size and height of the multi-purpose room. The purpose of this soils exploration is to allow recommendations to be made regarding soil pressures and ,settlements that might affect the choice of structural system for the facility. GEOLOGY The published geology of the area shows the site to be in a fairly uniform deposit of Willamette Silt estimated to be around fifty feet thick. Below this are several hundred feet of older sediments called the Troutdale Formation, which in turn lie,, on the Columbia River Basalt. FIELD EXPLORATION Two hand auge-.,!d holes were made to twenty foot depth as shown on the Borehoie Lo,.ation Sketch. The excavated soils were continu- ously examined. Samples at two foot intervals were sealed in plas- tic packages for laboratory examination. Soil types, firmnesses, and moisture conditions were logged. In-place soil strength measurements were made using the Iowa Bore- hole Shear Tester. This device consists of a borehole unit having ex- pandable, ridged plates that is suspended at the desi-ed depth in a carefully smoothed borehol_, L-gulated gas pressure from a control console is used to press the plates outward against the borehole walls, thus exerting a "normal stress" against the suit. After a delay to allow any soil water pressures to dissipate, a measurement is made of the "shear stress", or effort required to start sliding the unit up- ward in the borehole. This procedure is repeated at progressively 2. increa;ed "normal. stresses". The attached worksheets show how the field data is plotted to arrive at values of soil friction angle and cohesion, which can be directly used in soil design calcula- tions. LABORATORY EXAMINATION The soil samples were given hand classification tests to de- termine whether they were of silty or clayey nature. Optical exam- ination was made of sand content. The colors of soils can help in deducing the history and pres- ent state of the soil deposit:. The colors of the soil samples were carefully compared to the standard Munsell soil color plates. Also, samples of wet and dry soils were laid out on a large white board for comparison within and between boreholes. The moisture content of each sample was measured. FINDINGS AND DISCUSSION The findings are summarized on the attached borehole logs. The two boreholes were almost. identical. No distinct soil layer boun- daries were found and the soils merely changed slightly in color and became less silty with depth„ The , 11 in Borehole #1 was somewhat easier to auger near five foot depth than above or below, and below the water level the soil was firm an( harder to auger. The water level was easily noticeable at 13' depth and the soil moisture content increased and became more uniform below this level. The near-surface moisture content was increased, apparently because of the winter rains. The mottles, -,r color blotches, near five foot depth in Borehole #2 are caused by Intermittent wetting and drying; and it may he that a seasonal"perched" water table is developing that has no relationship to the main water table below. Construction activities often destroy seasonal parched water tables by shielding the water and compressing the flow paths so that the footing perfor- mance is not affected as it otherwise would be by a high water table. -,M*m NOW- ON 3. The strength measurements showed that the shallower soil had a little more cohesion but a little less friction than the deeper soil. When these values were placed in the soil mechanics formulas both gave the same allowable footing pressure. Allowable footing pres- sure includes two considerations. The first is safety against a bearing capacity failure and the second is a limitation on settle- ment. In the present case, the settlements are kept low by using a safety factor of three against bearing capacity failure. RECOMMENDATIONS The recommended allowable footing pressure is 1,500 pounds per square foot for footings whose bases are at least two feet under . final grade or finished floor. This pressure includes dead loads and live loads of even short duration that would act together. For footings subject to overturning forces, the calculated edge�resC11 P is recommended to be not greater than 80% of the above, or 1.200 pounds per square foot. The anticipated settlements under the above loadings are less than an inch and most of 'he settlement will occur during construc- tion. The proposed lightly loaded connections between the addition and the existing buildings will minimize adrlt.iional settlements in the existing building footings. Where excavation has to take place it is recommended that disturbance not occur within a surface that starts two feet outside the footing base and goes down on a 1-on-1 slope. If structural fills are required, the on-site soil may be used provided that it can be dried and compacted to 95 percent of the laboratory maximum obtained using ASTM D698 procedure. For fills made during wet weather, sands or gravels containing less than 5 per- cent by weight passing the No.200 sieve are recommended to be used. •� Floor Elevation 201.0 Reference Corner Borehole #1 Elevation 199.3 (Project U V North) Scale: 1"-20' II Borehole #2 Elevation 199.3 F,LSZI, A IO SKETCH C.F. Tigard ElementLiy School Addition February, 1979 John McDonald Engineering 7853 SE King Road Portland, Oregon 97222 John McDonald Engineering BOREHOLE LOG NO. fiar.d Au er Ti and Public School Distric-. 231 EQUIPMENT .. �___.. CLIENT g _ DATE _ February 13, 1979 JOB DESCRIPTION C•F, Turd Elem, Addn. GROUND SURFACE ELEV._ 199.3 ?ENETRATION NATURAL a RESISTANCE N WATER SOIL DESCRIFTION a:-,Q t CLCONTENT % BLOWS PER FOOT M N 113o o so 100 0 10 20 30 40 Silt, dark yellowish brown, fir trending to Mi dark brown Less firm I MI 5 M II Sandy Silt, brown, firm Friction Angle 25° MI. Cohesion 40 psf 10 Silty Fine Sand, brown, firm Silty Fine Sand, dark grayish S M V ` brown, firm Sm 15 During Drilling, trending to dark brown �M S ht 21, End hole at 20�2 feet Note- ML means silt of low plasticity. SM means silty rand. eo 100 0 L .L� KEY TO SYMBOLSy REMARKS • PLASTIC LIMIT SPLIT SPOON LOCATION: 21IN34'E of Reference Corner I SAMPLE A LIQUID LIMIT _ C, DRILL REFUSAL '_ WATFR SURFACE 9 --— DATE SIGNED. . By John McDonald Engineering BOREHOLE. LOG N0. 2 EQUIPMENT Hand Au�er _-- _ CLIENT Tigard Public School DistricL 2.3J DATE —. February 13L19 '9 JOB DESCRIPTION C•F• Tigard Elem. Addn. GROUND SURFACE ELEV. 199.3 PENETRATION NATURAL a RESISTANCE U WATER li I W CONTENT % SOIL DESCRIPTION w-j a a BLOWS PER FOOT ��d � ,� o 11.0100 0 10 20 30 40 Silt, organic. Silt, dark yellowish brown, f.ir M1. I Friction Angle 220 trending to Cohesion 80 psf dark brown Ml, 5 Mottles - Rusty d Blac M1, Sandy Silt, brown, firm ML 10 Silty Fine Sand, brown, firm SM 1 �— Silty Fine Sand, dark grayish SM I V� brown, firm During 1)ri 11 Ind; � trending to tiM 15 — dark brown Yli "M 1 20 S M - End hole at 20� feel I Note- ML means silt of low Plasticity. 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I ! a a ■ oaaaanoaaa■■:a■n 1 r. see Ii1d& MI/iiri�lYilaaamid ra numemep w � � BUILDING PERMIT APPLICATION coF TIGARD DATE tg THE UNDERSIGNED HEREBY APPI IES FOR APE RMIT FOR THE WORK HEREIN INDICATED BUILOH/2PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLA PECIFICATIC VS, OWNER PHONE Et(: . IE7 1 LI 1,f 137 sw �. Jt r LOT NO. _ OWNER ilia rlj�aj.l( .IOB ADDRESS �� U A,+r ��.3ii HOM%ADDRES: p ARC HI'i ECT r„{4: BUILDER I.B h+: n :.,'n�v 1'.T 1 .�j ENGINECR _ ADDRESS _ UESIGNE,', +lJrul3tiEtkllet� , '3i@Ci :,) s STRUCTURE ❑NEW C1RI MODEL ❑ADDITION-` ❑REPAIR ORENEW'A;. __❑F19E DAMAGE ❑DEMOLITION ❑ R--EI1SIDENCE ❑ JCOMM [:]EDUCATIONAL ❑GOV_T ❑REL.IGIOUS❑PATIO_❑_CARPORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE BOND ❑MUv'I,,G _ [:]CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL A`°ROVED ❑SIGNS CANC �.-___ LAND 1;3E ZONE � ' S�-CUP— Y _BLDG_TYPE-_-' —FIRE ZONE—_ PLAN CHECK BY_�� HEAT -=====..i�lwlwt-�ILJ) �J421�41 fraCi2ity �i per plalr �Anti &pt �; r - - i rg r Life, � •�S'F �i?II I'.�wuJ asw. ipt cim1. �:c�r,diti ,.Japact,iori -- �.,,., P, s° )., Ub",",`PBX @ G .x E+ incl';c►ee Spacial Znsper.TU1 -- ---- AFI-EA 9691NO.BEDROOMS VALUE y __ BUILDING DEPARTMENT SET BACKS FRONT f1EAR LEFT SIDE RIGHT SIDE �l ` Permit - -- Plan Check THIS PERMIT IS ISSUFD SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE., ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL.BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICt 'INS AND IN COMPLIANCE WITH Subtotal ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE Or PERMIT DOES NOT WAIVE —' RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTOF AVE CURRENT CITY BUSINESS State Tax _- LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUM6jNG x LArING. Total tii?f +� ,jut), By .j 1 -1 APPLICANT OR At:ENI ----- —........-------------.... Approved Rrrr iht No. I f A DATE INSPP, TYPE INSPECTION REMARKS PLUMBING DATE 1- 4 \✓1- J��V�, (y,,,� '� Contractor _ -- ^" — Permit No. $1Ps I l�Jll�t'l_t_r_��_�si��y � �S Ste' Rough•in Fixture t ' C Final - - .2 �0 4p3 ` !,/q/— HEATING QIP4.� 106 Contractor S• �.('p �' �� Permit Nt,. Gas or Oil Rough-in Final ------------ SEWER -- -- ----------'- Final ----- - --_---- ---DRIVEWAY — _ Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach _ BLDG. DEPT. FINAL �TtMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscap mg Zoning Final n; PERMIT TO CONNECT Tigard Sanitary District PERMIT 111° 1049 DATE PERMIT IS GIVEN TO I �'� or TO CONNECT A ?'? -----TO THE SYSTEM OF TIGARD SANITAA DISTRICT AT ! THIS PERMIT MUST BE PbSTED ON THE DESCRIBED PREMISES UNTIL CON- NECTION IS MADE AND INSPECTION OF CONNECTION HAS BEEN COM- PLETED. PERMIT FEE PAID $..... ..........................TIGARD SANITARY DISTRICT By CONNECTION INSPECTED AND APPROVED ---— Date— Superintendent ,1'M LL' V[ VItLWl4 Adopted 1-1-7P. DEPARTMENT OF COMMERCE Fire S Life Safety �} b PLANS REVIEW SECTION Plan Review Number 7 ' / j 7 CHECK-MAP.KED REGULATIONS, IN ADDITION TO ANY REQUIREMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED IN9'O THIS PROJECT. Approval of submitted plans dose not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. I 1. Structure required to be Type V-1 MA throughout due to area, _ height, occupancy, Fire Zone. 2. one-hour fire resistance rating required for all interior construction. 3. All living units required to be completely separated by one-hour fire resistive construc'cion. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 3304(g) �,. 5. Door assemblies of interior openincs to corridors are required to have a fire resistance rating of not leas than 20 minutes and must be self-closing or automatic-closing. Relights in corridors require wired glass set �.n fixed (steel.) framing. See 1973 State Structural Specialo.y Code, Sections 3304(h) and 4306. 6. Storage rooms, closets, laboratories, shops and areae of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings stiuh as stairways, trash chutes, etc., require full enclosure of one-hour, +two-hour fire resistance. Access ways to such shafts require self- closing and latching Class B fire door assemoliee one-hour rated, __..one and one-half hour rated. Sec. 1706 8. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square fe@L where sprinkler protection provided) Sec. 3205 9. Voids created by ceiling-floor systems require draft barriers not exceedlnj c..,,,, CC" square feet.. Sec.. 2517(f) 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1976 State Structural Specialty Code, Section 1710. 11. Fire steps, blocking or framing members pierced for utility rune require packing to equal fire resistance prior to such piercing. wood frame construction requires firestoppinq of both vertical and horizontal draft openings at maximum Intervale of 10 feet. Sec. 2517(f) 12. Corridors require at leart G feet in clear width. Drinking f-untains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. Handralls are required on all stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 14. Open stair railings and guardrails shall have intermediate rails or closures with no openings large enough to pass a 9" sphere. Sec. 1716 15. Exit doors from lobbies, corridors and ror•-.u1 with potential occupancies of 50 or more are required to swing in the direction of exit travel. Sec.. 3303 16. Exit doors from lobbies, corridors and assembly areae require panic hardware. 17. Hardware for all doors required for egress is required to be of simple type having no pro- visions for locking against egress, with obvious method of operation. Flush boles other than listed automatic are not acceptable. Sec. 3303 (See exception) 18. At least 44" (inches) in clear width, without projections, in required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not less than 5.7 square feet. The minimum net clear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided am a means of egress or rescue they shall have a finished sill heirs-it not more than 44" (inches) above the floor. (Over) 20. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material required to be secu.ed with staples or equivalent metallic holders or a heat resistant adhesive capable of with.tandinq 1000°F for one-half hour. Sec. 4202 22. All curtains, drapes and similar furnishings are required to be noncumb,ietible or rendered and maintained flameproof. Sec. 4205 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 siata. Also see continental spacing, Sec. 3313 - 3314 24. Standard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(1) 26. Heating, cooking, air conditioning and similar service equipment a►e required to be approved and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized .safe practices. The installation of ventilation systems is required to be in substantia' conformity with the 1976 Mechanical Specialty Code. rorridors are not acceptable for use an supply or return air plenums. 21. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. 28. A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate water tank port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. 29. A firefighting water supply Is required within 500 feet of building that is capable of producing 500 qpm (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet atandpipes at least 2 inches in diameter: located end equipped as per sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler piping, see 1973 NEPA Pamphlet 413, 3-7.7. Sec. 3804 31. Approved automatic sprinkler protection throughout occupancy is required. 32. %%proved automatic sprinklers are required over and under stage and in all auxiliary areas, inrludinq dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least. 5% of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901.-06) X34. An approved fire alarm system conforming to 1972 NFPA Pamphlet 072-A with signals audible throughout building and manual alarm sending stations adjacent to exits from each floor or area are required. 35. 22." X 30" access to attic spaces is required per Section 3205. 36. All exit doors and Access ways thereto are required to be identified by approved electrically Illuminated signs served by two circuits with one separate from all other circuits. Sec. 3312 47. An emergency power system is required for the gymnasium, auditorium, building to maintain exit illumination for not less than one-half hour in event of public utility failure. Sec. 3312 38. Fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., app.------; for such mounting, or installed to provide at least one and one-half inch air space between the fixture housing and combustible material. 39. Conformance with all requirements for the removal of architectural barriers to the handi- capped is required in compliance with Chapter 31. NOTES: 1. Local regulations or insurance standards for most favorable insurance credit may, and often do, exceed these minimum State requirements. 2. This Leview does not cover O.S.E.A. (O.S.H.A.) regulations. 3. 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