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HomeMy WebLinkAbout8048 SW SHAFFER LANE-4 r EXIST 15 ' SD I � I 154' ' PROPERTY LINE CC 41 OF I •..n+.ern w� \� .`— +r f_�—_ _.,._ �. �.. �. �.. �—^.�s�. / .i�'�� _" \ 10 I 6 _ _ _-__ _ ---�--__ --- ��----------- - ---__-__ -------� I l 1 Iz' EXIST EXIST SO i I � I t ' I `EXIST C5 /0� 6, EXIST r I ` " s M SD I I , rl I I 8048 SW Shaffer Lade Durham School 1 of s R T'�-ove EXIST CS. INSTALL NEW C5 OVER EXIST STOI@II 1 LINES. RECa'NECT EXIST SD TO NEW C5. CONNECT NEW 6' PVC SD IE•184.80'. 5OTT OF C5 153.80' SITEPLANOUTLET 6' PVC IE=184.0' CCNSTAUCT ROCK W PARTIAL WATERSPZWALE EADWe4LL 2 L . AND RIPR,QF GRADE .4T OUTFLOIII. �i�4D 2. 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WASHINGTON STREET MILWAUKIE. OREGON 97222 (503) 659-5913 S77 E S T Lz"—,D S f G Lam-s S 'Z_y d w•.. S i 7-17 I -j r fx LU I I I I I �I n 8048 SW Shaffer Lane Durham School /, 3of9 1. IF THIS NOTICE APPEARS CLEARER THAN THE �-— DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T "99 , l i , , hili ili ! [ JillI � l � � � � � ( � I � � t � f � � i ! � ►, � � I T, , s r ( I 1 l I I f 1 1 ! 1 9 1 CM MM.ZNEIMtit 13 71, fill ( ( i � Il ! � Ilffliif � illilj � � 11 � �S�ltl(l.U �l.llollllsilllllill��Illllljl!M s'IllillslfilIIlclllllI�ll,��� = 11111 !"whiI „_ll(!IIII�1i�,1111!!!!{IIlI�lli� l # IIII�II�I III{(IIIIIiIII(I,I� ftli�l!„ Ii�ll��tfll�ll(IIIIIiIjII.IIIT2,lrn d o"'I' iIIIIIIIIIIIIIII1IIII`II lt,l i� i I Eq s i' GOTCHALL & AssocIATESL C) — STR(1CT(JRAL ENGINEERS — ��" �-- ! L4 232b S.E. WASHINGTON STREET ...=..tea- .�.....�. - - ILWAUKIE. OREGON 97222 I (503) 559-5913 l� tit (Z 1--� �c-y`'"` C .-L. y�-� 5 C E-t-n0 L. 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T "R MI L1� F,D � � + lllill1011l � i � � lll � lf ! . _....._ atmCH I d11 ! i ! � ! 1 � I � � II � l � !! 7111fill.1ilFn {s!!!!I!!!!i! ! ' fill iiit • ( "W 1 1�!!!l�!!!!�ll,�,!!�!tl �l1ll1l,l1111!!l9iii�l�illlll�l111f!!lI�I!!!1,!!p�!!Il1lI{ ti!lEIII;�lili !II! Its{ ' I� {{iio ,1111; {��� ���� Pi��i���tf {�!{o,� s{i!l� Ei���{I�Ilfll!!!l��Il►II�Ilolor����. /V6WrI4 zw .4TArt /4-f- oV4 GOTC HALL & ASSOCIATES STRUCTURAL ENGINEERS _ ^ 2323 S.E. WASHINGTON STREET MILWAuxiE, OREGON 97222 (503) 659-5913 —9 �;• — 714 n J , i +7 VIJ y �72' q I � M t i � I t � _ -<�-- —� -- —e— --t►- - — -- —a— o _ t I N0rZ-7' 4 8048 SW Shaffer Lane Durham School 6 of 9 _...._. ...._..,,..,�.,,�,.,..•......., __ -. ._ - ,.�..;„„_ .-.. ,..-.. kl�:anr�r•.'+1•Mw,�,r,�+�Y!FaMe,«ww:+c, .;e.x H4iIqiMd�„MN.'�., asp. IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. � jl � l , ilfll f Il111111fjflf 11111111111lit f � flf � f fjf � f � f f lf � ! 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BEOD✓At>", .:•.6C,1''/LL .4N1/ CO+MI�CT✓ON Sq,4LL C6W -0 A41 PCry/ehM �'o - � O, THE ADTNO F 4T,4/N, NGt.� t �h' 1 RR IN/TN C/TY A�'T/G.t►AO Sra1NL0ARO L►R.4iVJ/1�+ /6�S-P. e9�r ic/.vJvtr r";e., v Tar \ C.B .4 T+9'ff dN� ° ~' i f , ,,,,,.,.•-- I '� r.rJ.>a►or[� gyp,, RRU�/N[7�"€��'�7�9t`r�HT . �:. _ "... � INS 46 6E/V0 /► i ARE MpT rO BE O/STIlRI�ILed. Pl!/R A!.)4NL1DNE0 L/NE '• {6 W.. a 1 , 6•i ' AIM NO.(2' L/D TO A�MMoY BX/6T/Ilb'SR,4Q 6 • ` � �' - -• ,` ' b0� _ I � .�,) ALL CONSTRUCT✓ON SNtJLL !9E/N CONFORiWANCE Ta C/TY OF T✓(;.4Fr'O,UN!'/Ea �S'6!C,IGE QQE/1�^D" (� • r AAO 4Ow4 STANDA`RV SPF.C/f•✓CAT/ONS• EXCWVAr.v0N S/ 1-z COMPL Y N+/TN Q q r, TSX5r1✓ 77p 12F.7 S71 IN /SS.63 _._ �.. EGI�G ' A ( �..0 ax�eea.,A'_.v /E Oe77�iS►117M '' parr, ,t'�+no/r (, J q ,er. •//tJAIJ, J +. �^C1DAtSrRtstG? Oj t, ��pp,,C�� + I �j �• 4)7, CONTf:4CYtJR Sf►ALL /9E RESA7/1CS'✓t9LE foq NOT/FY �iLL UT✓�/TY Ct7ta/Fi4ry✓erS CAIUVCERh'FD r e 3 tar ro ( b 2 ,/, ./T'OF 6"e..SA 60'l°/r V4- ! i5A -4 F'R/OR m CONSTRUCT/ON For, rNE L.004T✓0N OF' EX/Sr✓Nti UT/[/Ti�S tINO THE/R LQICAp/ON,S to LOC,4T✓ON.S' S.ArVAP/r ARE• 4APApr/,NATE 9AI 4,0,0/r10V,41_ UNDER(,t40UA'D UT✓L/T/F•S 00 EX✓ST. Q I I y s^ - .4BellbL>C�ll/E`X r/M9 TANA (AMOZ L 6FN6 TK O� %:d NI!" Nt7T R MONIN f 1' i ,f E• .rV,Np Til Nh ,d N4 F/L G /b'/TI1 I4' GR4 vFL ,S) THE CONTR4Cr0A' W✓L/_ OB74/N A!•L REOU/RED RERa/✓7-S ,ANP L/C4FIWeS SFr6 'E S 7:0147YNQ i t . 1, r e t 4� r °x'eh. b' /f • _ -- - 4. *''c^ . 4 ! CON RL/C 710N. 1 \ • ' _ .. (n j ; 1 f } �O4I,/l^s 4B.ONOONEO/-/NE �• � � _ C1) CON:RACT0,9.Sh.' L L USa� i BENCH SNOB/A46 AS SETi�RTN EiY Q S mrAmr AW/ 42 Jt �• Ailp�o S' �i I6 i 11 /aWM {6�"' �,;• ` �` ,'" I 1$�' t� 7,1 TM,E CONMACMR S~,L CL E�aN CONSTRUCT/ON ,IRE4 70 /TS CelgRENT CONO/7/ON OR QETr N I 11""V '/!� ••e , CANSTRUCT �t+�+w" " �"47 ( THAN 4N0 h4 RESR6W5191 F FOR 4,0PROAIR✓s1 TE 0EBvv/S O/SPOS.4L90 . ER 4• 8 EL rVAT/OMS AR/= ON C/TY OF T/G4R0 BEACH MARK- T04 OFMpNUAIENT BOX 4 T tij 1 �rt2/U�AIA'rC'r/E.X!S7/Nt; G/4AI7E ��ra � ��� IBA• ( � CORNER SECT/ON /4r T, 2 S.,.9. / iV. W. ' N E M., LOC-4rFO AT S IV BSrN 4{ier S w. DU,4N.4M RO. /Jv�/51f.d b(BO ra [ioTEi9A[SJ 'jr �„ t",,A,q..,�i>re V - `_.._„ -'-.. E'L E`4.4 T/ON a ✓79.7d. i 4 I E r-/�.TO ` ow. �'onc Lerd�vq .. ✓vnp ,.4 a/NWr � ��r1i 31 M4NN0' tES S/:/4LL BE ST4NDs+RD S. 4 A ' Oyv» � /6¢.dl 6Y� T1�` ( �t U S L T Tt�O M.4Niic?L E. i 4 I �1 /J .TI6 FAn I .-' '""r`i i I Q • /(,)J 4 L L F-X/ST✓/NG GUI4�,rSTREETS. L.sNOSC.4,o/MG _FTC. SNAL L B ✓ 1 !!l ✓J7.T✓ >~inw x�►!irlAM�oJ�nV e� � /'M// • 2� E R,-,q4 REO ry i EQG44L. OR BF_7'rE19' TN,t?N E X1ST/N� CONDe'T/OIV,S'. ,4L tl �1.SCNdL T 4 NO CONCRETE BeE S.4 M/CUT w/TN THE a0 R/,iA ' �^.... S 16 1 $ /hev Ala/1, Kt 1�.� HOTN EpGES. LT P.4TC.h/ SE4�E0 AT a 1 4b PoAg AOJO/NERS Iq i •► ! .. � rir�C! 3 147• CGI��'REt? �• ,fig. 1No sERv/iC LIIV�/ ✓tb �O`+titdp/P i }. O / V rJlei�crr/iyq i)_I8$ • AL�/O/A/ERS `iZ•..• .., � I /S r sjFRM/CE L/VE. N N r/ear/�a'A ~ J ' �' �I ,fc',1►kr hx ca►, � .,t� ta,;10 • ��.. ,I 159.ri \ \ e i ,P \ :,i! i` o` r} RJ,► DES/GN 8 4. \ iay'" ^EO ON CHASE,JONES SURiraE'Y 04 TED S-/O-1'1t9, R g`6 ... U , �,, ( �' 4D0/T/0VA4 PL 4 Y6ROUND EIJU/PMENT, UTIL/TIES ANL? TJ4EE N T N y :*" ( S O S O/VN S✓MCE 1988 SURVEY. 1 I. 160.4 t'POT NOL E TN./,S LOC4"ON 0' /,87•SERI//CEL/NE" 141' lei=i Ott �� RE,+•rovE c4 E4NrX/r e� colVsr/vU�ir NO.v7 OVER 4L7</U/NERS /ST,��'f'Yll/E /E/N r/.�C'.t.�i A .r � d�W�IYt41✓►•p/e".M/f I � # '�`'►,. f '"; �^ '1� r. /E OUT&/dQ.A7 � `+e� �. / /+f•rdb* (AD✓O✓NERS et?NO SERV/CE L/NE rO RE,NA/N /NrACr) �� -. _._..\ n` pp , SEM gWNK AgAN_4NAwENr j (,J�r/ !Rl"Mkt,C'h9 k!►d � c'.D. r s.e•�rn,+ _...... _„ �... X1,0 1711 7. �.._._ C ..._�.CD -y/•.�- ._.�y�, A U �•,fir f w. R3 OREENLEAF 'HABE, JONE8 & A880CIAT'E8 INC. rio. e / - ?7/tr " BROTHERS IWO . �...__._.._ ....�_..,._..___.. ._..�..._... _ � __�.i.b ---.�-�~`,�•=..�•,• - ftlff�- ��5T &w. Av1g+l.>E •0aE00N 97201 � ., 1• t __ ____ __ �, PORTLAND (503) 225-9i444 BOOTH s M RKIHT 1 ..._. _ ""�+•s,� ..,.....- G? wwzi t70.A[JW.�t Y "' . i GRESHAMf (503) 668-12134 8048 SW Shaffer Lane _� ,.._ilr . _. _ _ 1�,�_. -_ . __�� . °7� + 9.. _ _. ....._ -�6� - l�a trtl (�O.�e: ... -"�_ �. __ _t �. ..__ _. _ _ _ .. _ � Q . SET 0081 P"'a ECT NO. SECTNM DATE Durham School """"«` 1155.,'_""" -•'"•''ri'S g_...�.�..._.....,......_-,....� ,•, �i' 1,:rf ».....,_.___._.,...,,.,_..,..,•..»_.._ . ...•.... - .� �1� 6T7- 7 of 9 �• �y / /� /t�- Fid• 157.eASSOUA` / �. . 157. ! 1 e '� CHASE,JONES A, 90t1Q OEC. L"3, l9Sidf .°`•__.,<.._ rR.d C .d4". ! 1r. 47.....po. .5'f/"tz / '*• s. ,. '\pR}f�p e''If'T Yr� .�•..w._. '1� I I I TE3. W. oa+wN eY CHECKW BY SCALE IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,TNF, DOCUMENT IS Uer MARGINAL QUALITY. 119I .�UH'11 1I'n (IiIilMllll►II liiIll 1; Ill III lililil'1;1111I' 111I111+lil�ii Iilililjlilll I li(iTjl�illJl i IilJll1�fi11' I ;111i11i111! I 1111i111 �11�f ! iIi1111 11ljl�l ! I !11 ►I1 ► I 1 i I I i i l{ IMCM MARE Ili CN11V/e 1111NNl1iIIIi�IIN11111111I1111111#1!11;'#11+#II1�iIhl#r In111111 imhllltnl!�1llllhn#hn#h1u11111Inlflfllllil€111111 111f1nn1nlllnilll#nll€uinnlnni#€#I#n#i€:111 €€,#��::Iii#€ nul#u�I�l� # it � _..__�._a__ _ ---�___ --___��._--.� . II 111 1111111In1111iI€!€Illllllill##il€i�;1'€##�#€€#1i#u!€:€lln€Ilnnl{€€€!!€€€!+?; • I lip- ~ .fir •. . '` ,•� .1t, r `y • •.i.• .'7+� ;,4,'-r�Yl, ir k ��,,,��,,, }+�;w! . .y N.�"r JaWS s.1 •• .« •�'WIN .,,�_ ;�+'� ,•ate• t .121 - ; N pop �V~. Kms• _, . . '•:�'•. .�. � `� _� "� F � , � ••`r - ,�� •v .,,. y,�j�'•.•�• . r �,�.i;:fes,.3 .� � � � ••w , _.•,,.. _yI I �, •• .,•. 'tip s� � Y '; �•.�•'a-�i••.•-�� O 106 • ♦ a }r �s •rte y�1r` T r.�. ✓�. ? ' •�•,•••e,�• / _ ', y � , „� few«�t•, 1.J,.••+ r. ;♦' ';p►a-y:. y. .`� -fit •. IA 77 .w T -667 42 AMIS -k 00 ip _ _ � • r. ,+ a� � _ � » ter,• t �•. ,t• r SA Ifi I 40P. AIL lb 7 it ' �t 6. • � �•. •�-.•.'• /' a �'7� `•► •?-- f .!"•1• t'T� - a ri�4_ ?} ^1 - • r , t, _ . ♦ ~ I-�v M. �' ,qY• ••x •M!?M `/r rw.!•.♦ .. f•. y�y 0" /1,�• r ,. 1 • .\ fit` t \ M ' t • ••- •.+-X. ��..:t�r a_r '7" � •/�w�• 0 • - ..• .N, ~: w:.'� 1f.r��'-u rI• ._`••,� '�I► � 4~ i Y+•i'�• �•'L s ♦ i.. • I ' r• �♦ 1 P raw � Y'• a •���• .� • 1 .. w, '� t�o' '• '•• -�� r r,,,, :. `:eNl� w •• t ♦', � �• • W. tow '"� w Ta '• �•\ :1 I. - ,erg i a' 'i�•fir • �,. y�ice,• • r ; » • A4 w �•. v►� ,r• ..Mii fir•• w•, • '.•1,►••..• , • v.. 1 M — r w AI, �.. • ;,,sj •�� • ' r . .istp •+.I . , ♦: � •••• • ••I•!fi.• " �• .�. ••• . ••. • • . • i �..• . . •• •• • • .I • 07 SF ID a 8048 SW Shaffer Lane ►-n4 r, Durham School !Z IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. I Ll� E D - F- t MWFMCM�► I!I{III11P111�1;i1illi{�Illllflll�lil�! i i�`i`• , 1 , � "-""�'�"""'�� �111�jISII��j1�!!lIIlI11111i !lil��ili t li..tliiilii�iil�li.ili�fl�illiii�illP�ii,��l�ii�°Ii;�1�Illllii !Ilii iiiilill i ! +i• • , „ �� �� � � � � � I I, i I� I f1 Iliiilliiiltilllrlllt�tli;til„�IIII 11�9�Ni�tliiiliilii lXl{�ilf� I�{I��O�� :��Ilo�,illiill�ll! lilillli�,li,I,Illilii�llfill�i111,:16�1d�,e s I j r, v � IAL Y r{� 17 f j J Al 1(1\ I , CITY OF TIGARD BUILDING INSPECTION DIVISION MST • 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 ou Date Requested �- _ M }' BLIPC� EBLD location Suite MEQ Contact Person _ Z — Phi Contractor Ph SWR BUILDING Tenant/Owner 'D 9:44AAA �-J WA>J T,}(2-y EL„ ` Retaining Wall ELR Footing i� Access: Foundation Z� . / �, (,�Q1ti FPS Ftg Drain 4515 C�`• i1 lQl Crawl Drain I Inspection Notes: r SGN Slab _ SIT Post&Ream ------ ----_---- Ext Sheath/Shear Int Sheath/Shear — — -- Framing __- Insulation Drywall Nailing - - Firewall Fire S kler ire Alarm mus eiling --- --__ Roof --- PASS PART FAIL_ ---- ---------- — ------___—__.._ -------- PLUMBING Post&Beam -- Under Slab Top Out - -- Water Service _ Sanitary Sewer — - Rain Drains Final -- PASS PAR'i FAiL .] MECHANICAL Post&Beam -- Rough In Ga,Line ---- Smoke Dampers Final ---- - -- _ PASS PART FAIL. ELECTRICAL --- —--- Service t3ough In - --- UG/Slab Low Voltage Fire Alarni Final PASS PART FAIL SITE Backfill/Grading ------- -- - —--------— --- Sanitary Sewer Storm Drain [ )Reinspectic:i fee of$ ,required before next inspec'lon. Pay at City Hall, 1312 SW Flail Blvd Catch Basin Fire Supply Line [ ]Please rall for reinspection F.E. —_ _ p [ ]Unable to inE,ject-no access ADA Approach/Sidewalk Date q ►�` Other / �-h� Inspector �� - -- Ext Final PASS PART FAIL CIO NOT REMOVE this Inspection record from the job site. R: I ;SF.A f1V ln-23 War Post-1 Fax NMQ 7671 CITA LSSES CM CICO STATUS ALARM Co/Ue CONQ�IANDS ALL co. CICO TYPES: ALL Phos•" Rhoner AT"tA ALL STAT TYPES: ALL ox r Fax 0 ! � ACCOUNTS 5365 throuh 5365 FROM Date 09/02758 Time 10:00 Sonics verAion 6.2 5365 TSD/Durham Blom ADV plus Single zpr.,E �Glf secure 09/02/93 10:21 5365A :03 FIRE 1 ALARM In 11 5365 :04 DROP LINE In 11 5365A :27 fire 1 alarm In 11 5365 :27 DROP LINF In 1]. l 09/02/98 10:22 5365A, : 15 CANCL Alarms In 11 5365 : 38 View Alarm { *+** End of Report **** {I Ii 1 f P r a k�k4c*�1c�ioK�P�lr�lc+�Ic*** —JOURNAL— DATE 09-02-1998 ****** TIME 08:32HM i NO. COM PAGES DURATION X/R IDENTIFICATION DATE TIME DIAGNOSIIC 01 420 000 00:00140 RCV 08-24 11:50HM 0010260200000 02 OK 002 00:01100 RCV 206 581 5480 08-24 12:09PM C05421303C7000 03 (OK 001 00:00149 RCV 503 670 9617 08-24 04:03PM 0150260AC0000 04 1K 001 00:00'41 RCV 50.3 524 4273 08--24 04023PM 0150270307000 05 _liC 007 00:02145 XMT s 2489263 08-2 05:44PM F0404503C7000 1 06 039 001 00:00,36 XMT i 12538634790 08-25 09:31AM 4040450307000 07 OK 002 00;00155 XMT i 12538634790 08-25 09:33HM 40404503C7000 08 OK 002 00:00157 XMT s 12535815480 08-25 09:37AM 0000450307000 09 OK 001 00-00140 RCV 503 524 4273 08-25 03:58PM 01502703C7000 10 OK 901 00:00148 RCV 503 639 4673 08-26 09138AM 01502702C7000 11 OK 001 00:00142 XMT i 6358541 08-26 01:24PM 00404402C2000 12 OK 091 00:00129 XMT s 5794274 08-26 01:47PM 00004503C7000 13 OK 001 00:00'45 XMT 0 15033713853 08-26 02:53PM 0000440AC0000 14 420 000 00:00'40 RCV L16-26 03:00PM 0010260200000 15 OK 003 00:01'21 XMT 2 6493301 08-26 03:38PM 0000450AC7000 to OK 001 00=00'44 RCV 503 524 4273 08-26 04:18PM 01502703C7000 17 OK 006 00:03'31' XMT s 6493301 08-•26 11:18PM 0000450AC7000 is OK 002 00:01'28 RCV 5035790997 08-27 10:23AM 0150260AC0000 19 OK 002 00:00151 RCV 5036493301 08-27 11:02AM C05421303C7000 t 20 OK 001 00:00141 XMT 8 6256954 08-27 0-1:02PM 0040450AC7000 21 OK 001 00:00'49 RCV 50 639 4673 08-27 04:10PM 01502702C7000 22 OK 001 00:00145 RCV _03 524 ^?73 08-27 04:39PM 0150270.307000 23 OK 001 00:00'37 RCV 503 524 4273 08-28 02:39PM 01502703C7000 24 OK. 001. 00:00'38 RCV 503 524 4273 08-30 02:36PM 0t502703C7000 25 OK 006 00'02'51 RCV 5032402274 08-31 11:24AM 0150270207000 2,6 OH: 003 00:01118 RCV 08-31 11:41RM 01102702C7000 j 27 OK 001 00:00150 RCV 503 639 4673 09-01 02:24PM 0150270207000 28 OK 001 00:00'49 RCV 503 639 4673 09-01 02:51PM 01502702C7a00 29 OK 002 00:131'09 RCV 503 524 4273 09-01 04:36RI 0150270307000 30 OK 002 00:01131. RCV 5035790897 09-01 N3:27PM 0150260AC000O 31 OK 002 00:01'26 RCV 5035790897 09-02 05.01AM 0150260ACO" ;.12 420 000 00:00'40 RCV 09-02 08'32t" 0010260200000 i -CITY OF TIGARD - INSFCTN - FAX-200 V2.13)* - 503 624 3681 l r- .. \ CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Haul, Inspection Line: 6394175 Business Phone: 639-4171 Datc Requested: N - C� f A.M. `-- P.M. MST: _— a location: �'{' !4 —.13n,{.4.L—S j Te:nant:_ Pu Q N v\ �lC ( 1 Suite:----`13ldg: - Contrac:or: Phone: _ — PLM: _ Owner CT - TL T� �,�� ( , ��--T_ Phone: ELC: --� -C ,�.0(��C—_1d11Li<Q- �— ELR: _ BUIMING (',BLD- A&w't) PLUMBING MECHANICAL ELECTRICAL SITE Site Post/Beam post/Beam Post/Benm Coveir/Service ;ewer/Ston Footing Roof tJndFI/Slab Rough-In Ceiling Water Lin, Slab Framing Top(hut Dias Line Rough-In U0 Spunkier Foundation Insulation Sewe, Hood/Duct Reconnect Vault Hsmt Damp D "all Storm Furnace Ternp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dr Heal Pum,? IAM Volt _ Approved Approved Approved Approved Approved Appr/Sdwlk Not App ovLd Not Approved Not Approved Not Approved Not Apj roved NAL _J FINAL FINAL FINAL FINAL a _ PAG( F--IC. C]Call fes rein li / 13 Rein:oece.rni fee of S ___requiredd before next inspection OI Inable to inspect Inspector— -- -- _ — Date: ��"--C/j C Page `of---- , 1 mr.,...Mw�n.-mtvnllllp nunwt++,ui.•auwM+rsn.,o..W.«_ -C . . , CITY OF TIGAP.D BUILDING INSPEC'T'ION DIVISION 24-Hour Inspwdrjn Line- 619-4175 Business Phone: 639-4171 Date Requested: —D7—17 _ A.M. RK _ MST: location: 11 �f�(� 'l / BUP: Tenant: .(�1 �1_/Y yt f Suite: Bldg: NEC: ■ Contractor: n, _Phone: PLM: L5 L,�i '� one: 01-8 45---ae !p ELC: ELR: _� caln- � rte.�aU) C a/qb B "Cr BLDG(con' PLUMBING MECHANICAL �AL SITE Site Post/Bear em Post/Beem Cover/Semce Sewer/Stonn Footine Roof UndFUS:ab Rough-In Ceiling Water line Slat, Framing Top out Gas Line Rough-In 110 Sprinkler F(,tojation Insulation Sewer Hood/Duct Rrcca•M Vault Bsint Damp Drywall Storm Fumace Temp aervice MIEC. Masonry Ceiling Rain Drain A/C UG Stab - Shear/Sheath Fire Spklr/Alm Crawl/Found Dr Heat Pump Low Volt Approved p- Approved Approved Approved Aopr/Sdwlk Not Approved —111 7mved Not Approved Not Approved Not Approved FINAL INAL FINAL FINAL FINAL Y -- -- _ e/` L - +l1its jt ❑Call for reinspection 17 Reinspection fee ofS /_ _f1req��uiired before next inspection 0 1 ivahle to inspect ` Inspector:% � —-- — — Date/ —'2 1 7 Par-__ of t a v CIT` CSF TIGARD DEVELOPMENT SERVICES 13125 SAY Hall Blvd., Tigard,OR 97223 (503)639.4171 CERTIFICATE Of' OCCUPANCY PERMIT 4#. . . . . . . s BUP9 5--0422 DATL IacallEDs PARCEL : 2 S11,3DO-0r0300 I • 1 i Lc. ADDRESS. . . s08048W SHAFFER LN ,UBDIVISION. . . . a ZONING: BLOCK. . . . . . . . . . a LOT. . . . . . . . . . . . . r .JURISDICTIONS 1`16 CLArG`gF WORK. sPJEW-_._._._._____-..._. TYPE OF L yE. . . s C.OM TYPE fir, C3NSTR:r - IHR OCCUPANCY GNP. s E 1 OCCUPANCY LOAD: 1543 TF_NAN '' NAME. . . s DURHAM ELEMENTARY i ! Remarl,se Acidiny 39, 420 square feet to an kxisting sc-,hc)ol of F3, 830 square feel E- occ load 1216 A2. 1 oce. 327 r 1 iwners _.___ __. _.._._____..__.__-__-__._..__._.__.__. ..._._. .. i I CARD TUALAT I N SCHOOL DISTRICT k 13137 ,W PACIFIC HIGHWAY TIGARD OR 97223 L FSP,one '1#1 j Cont ractors TODD CONSTRUCTION, INC. PO BOX 949 TUALATIN OR 97062 Phone M: 6,30--7652 Reg #. . 1 000533 This Certificate grants occupancy of the ahok�e referenced building or portion thereof and confirms that the building has been inspected for' r_ompi ianc,e W the State of Orge n Specialty Codes for the g•-nmoCr..up_ ICY, and ►.ase _inder which the r- f a permit waw 1sellod. / �1 B01LDING IN5PECTOP BUIL_ G gFFICIAL POST IN CONSP I CUOUG PLACE 1 a y ' Page No. 1 CASE HISTORY FOR CASE NO.: BUP95 0422 'I TIGARD TUALATIN SCHOOL DISTRIC•I' 08048 SW SHAFFER LN ,I 09/15/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- -- -------- -------- ------- ---- - DUPA950 Came Finaled / / / / 06/23/97 PASS TLP 06/23/97 TLP BUPC007 Application received 10/09/95 / / 10/02/95 PEND BON 10/09/95 B BUPC008 Permit created 10/09/95 / / 10/09/95 PEND BON 10/09/95 S BUPCi'7 Check for prcl. restrict. 10/09/95 / / / / 10/09/95 B BUPC015 Plans routed to Plans Examiner 10/09/95 / / 10/09/95 PEND BON 10/09/95 S BUPCO18 Plan Review Ltr. to Ofc. Svcs. 10/09/95 / / 10/09/95 PEND JHF 11/14/96 DS BUPCO20 Revised Plans Received 10/09/95 / / 01/10/96 JHF 01/10/96 JHF BUPCO24 Plans Approvel/Routed to DST9 10/09/95 / / 01/10/96 APPR JHF 01/10/96 JHF BUPC070 HOLD FOR •••"•"••"••••••"••••• / / / / 08/05/97 HOLD C/0 UNTIL bup95 0363, plm95-0294 HOLD JT 08/30/97 JT Z have approved final inspections BUPCO75 Hold Release to Issued Status / / / / 11/25/97 11/25/97 JT BUPC090 (F) Ready to issue / / / / 01/11/96 PASS JDA 01/11/96 JDA PUPC100 (F) Issue permit / / / / 01/11/96 PASS JSD 01/11/96 JD SUPC460 Devel review cond. mei 10!09/95 / / / / 10/09/95 B BUPC460 Devel review cond. met / / / / 12/05/97 PASS JDA 12/05/97 JDA BUPC460 Devel review cond. met / / / / 12/08/97 Per 12/8 E-mail reply from Hap (attached PASS JDA 12/08/97 JDA to C of 0 request/approval form) we can not hold up cne permit c of o for another permit at the same site, which is not a pact of the overall project BUPC715 Struc Steel Insp 02/24/98 / / 02/24/98 final summary letter from carlson LTR JT 021'24/98 JT testing received BUPC740 Framing Insp 10/09/95 / / 02/21/96 roof area area a PART TLP 02/21/96 TLP BUPC740 Framing Inep 03/18/96 / / 03/11/96 PART TLP 03/18!96 TLP BUPC740 Framing Inep 03/18/56 / / 03/15/96 PASS TLP 03/18/96 TLP BUPC740 1'raming Insp 04/23/96 / / / / AREA C PART GS 04/23/96 GES FIRE BLK STUD CHASES EA 10' BUPC740 Framing Inep 04/30/96 / / 04/29/96 roof area d PASS TLP 04/30/96 TLP PUPC140 Framino Innp 05/17/96 / / 05/16/96 PART TLP 05/17/96 TLP SUPC740 Framing Inep / / / / 05/13/96 PASS TLP 01/16/98 TLP BUPC740 Framing Inmp / / / / 05/15;96 PASS TLP 01/16/9H TLP ' BU PC 740 Framing Insp / / / / 05/15/96 PASS TLP 01/16/98 TLP .' BUPC740 Framing Insp / / / / 05/22/96 PASS TLP 01/16/98 TLP (' BUPC742 Roof naiing Innp 10/09/95 / / 02/21/96 PASS TLP 02/21/96 TLP BUPC742 Roof naiing Insp 04/30/96 / / 04/29/96 area d PASS TLP 04/30/96 TLP " BUPC750 Insulation Insp 101,09/95 / / 03/01/96 PASS TLP 03/04/96 TLP DUPC750 Insulation Inmp 03/05/96 / / 03/04/°6 PASS TLP 03/05/96 T1:P RUPC750 Insulation Insp 03/06/96 / / 03/06/96 areab ceiling PART TLP 03/06/96 TLP BTIPC750 Insulation Innp / / / / 05/03/96 PASS TLP 01/16/98 TLP z 4 .JA San.,•.. I ` r. .. ._{.,:'S '.J!..1-,i � . �.. 2.", .. ,,.. .. r Page No, 2 CASE HISTORY FOR CASE NO.: SUP95-0422 TIGARD TUALPTIN SCHOOL DISTRICT 08048 SW SHAFFER LN 09/15/98 Action Description Req/ Schd/ End/ Actior. Notes Disp By Update Upd Code Sent Done Done Date By BUPC750 Insulation Inap / / / / 05/25/96 PASS TLP 01/16/98 TLP BUPC750 Insulation Inap / / / / 01/16/98 01/16/98 TLP BUPC757 Shear Wall Inap 10/09/95 / / 04/29/96 PASS TLP 12/12/97 J•H BUPC757 Shear Wall Insp / / / / 03/22/96 tlp PASS TLP 01/16/98 TLP pass RUPC758 Firewall Inap 10/09/95 / / 05/16/97 PASS TLP 12/12/97 J•H BUPC760 Gyp Board Inap 10/09/95 / / 03/06/96 first layer ceiling PART TLP 03/06/96 TLP BUPC760 Gyp Board Inap 03/18/96 / / n3/lE/96 PART TLP 03/18/96 TLP BUPC760 Gyp Board Inap 04/05/96 / / 04/04/96 PASS TLP 04/05/9@ TLP i BUPC760 Gyp Board Insp 04/3rl/96 / / 04/29/96 PASS TLP 04/30/9,5 TLP BUPC760 Gyp Board Insp / / / / 05/24/96 PASS TLV 01/16/98 TLP SUPC762 Susp Ceiing Inap 10/(19/95 / / 06/12/96 PASS TLP 06/14/96 TLP BUPC763 Reinforced concrete final rept 02/24/98 / / 02/24/98 final summary letter from carlson LTR JT 02/24/98 JT testing received BUPC767 SMRF welds final report 02/24/98 / / 02/24/98 final summary letter from carlson LTR JT 02/24:/98 JT testing received; certifications, material certifications and weld procedures. BUPC785 Fire Alarm Insp 10/09/95 / / 06/23/97 PASS TLP 06/23/97 TLP BUPC786 Smoke detector insp 10/09/95 / / 06/23/97 PASS TLP 01/16/98 TLP BUPC799 Final Lnepection 10/09/95 / / 06/23/97 11/25/97 to Jill for C/O approval PASS TLP 11/25/97 JT BUPC950 (F) Issue Cert. of Occupancy / / / / 06/23/97 JT 12/26/97 JT BUPC950 (F) Issue Cert. of Occupancy / / / / 06/23/97 reprint per David's request; added JT 09/10/98 JT occupant. load 9/10/98 file and C/O still in Daviri'n office waiting for signature N 5 !I i 3 :r 1 Page gp, 1 CASE HISTORY FOR CASE 00 BUP98.0317 TIGARD TUALATIN SCHOOL DISTRICT 08048 SW SHAFFER LN 0^/15/9e Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Dene Done Date By i - ---- ------- ----- -- ---- --- --------------------- ---------------- i - 8UPC005 Application received 00/12/98 / / 08/12/90 RECD BON 08/12/98 GEO BUPO008 Permit created 08/12/98 / / 08/12/98 DONE GLO 08/12/98 GEO BUPC012 Plans routed to Plane Examiner 08/12/98 / / 08/12/98 SENT GEO 08/12/94 GEO SUPCO24 Plans Approved by CPN 08/18/98 / / 08/18/98 APPR ROP 08/18/98 RDP BUPCO26 Approved Plane routed to DSTs 08/18/98 / / 08/1'7/98 APPR JHF O8/18/98 JHF BUPCO29 DST Poet Review Completed / / / / 08/19/98 DONE DLH 08/19/98 DLH BTIPC090 (F) Ready to issue / / / / 08/19/98 Need cintractor identified before PASS DLH 08/19/98 DLH issuing permit. SUPC100 (F) Issue permit / / ! / 08/25/98 PASS JSD 08/25/98 DST BUPC705 Fire Alarm Insp 08/18/98 / / 09/02/98 PASS GS 09/02/98 J"H SUPC802 Final Inspection 08/18/98 ! / 09/02/98 alarm printout 'n file rec. 9-2-98 go PASS GS 09/03/98 GES BUPC960 Case Finaled / / / / 09/02/98 PASS GS 09/02/98 J"H `r 177 jjk .h 5 , d. Page No. 1 CASE HISTORY FOR CASE NO.: BUP96-0214 TIGARD TUALATIN SC1400L DISTRICT 08048 SW SHAFFER LN 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By �• 11UPC00'? Application received / / / / 04/18/96 RECD JDA 04/26/96 CJS BUP0008 Permit created / / / / 04/26/96 PASS JDA 04/26/96 CJS BUPC015 Plans routed to Plane Fxaminer / / / / 04/26/96 PASS JDA 04/26/96 CJS SUPCO24 Plans Approved/Routed to DST9 05/10/96 / / 05/10/96 APPR JHF 05/10/96 JHF BUPC090 (F) Ready to issue / / / / 05/13/96 PASS CJS 05/13/96 CJS w PUPC100 (F) Issue permit / / / / 05/15/96 PASS JSD 05/15/96 JD BUPC784 Sprinkler Final 05/10/96 / / / / 05/10/96 JHF BUPC790 Misc. Inspection 05/10/96 / / / / 05/10/96 JHF SUPC199 Final Inspection 05/10/96 / / 06/23/97 PASS :'i] 06/23/97 TLP SUPC960 Case Finaled / / / / 06/23/97 vASS TLP 06/23/97 TLP Y� n I ' Page No. 1 CASE HISTORY FOR CASE NO.: BUP95-0501 TIGARD TUALATIN SCHOOL DISTRICT } 08048 SW SHAFFER LN 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Seat Done Done Date By n BUPC007 Application received 12/06/95 / / 12/06/95 03/25/96 TLP i 8UPC008 Permit rested 12/06/95 / / 12/06/95 12/06/95 JDA BUPCO10 Check or prcl. restrict. 12/06/95 / / 12/06/95 12/06/95 JDA AUPC015 Plans routed to Plans Examiner 12/06/95 / / 12/06/95 12/06/95 JDA i SUPCOIS Plan Review Ltr. to Ofc. Svcs. 12/07/95 / / 12/07/95 see plan review letter for building 12/07/95 JHF s BUPCO20 Revised Plans Received 12/07/95 / / 12/07/95 12/07/95 JHF' SUPCO24 Plans Approved/Routed to DSTs 12/07/95 / / 32/07/95 APPF. JHF 12/07/35 JDA BUPC090 (F) Ready to issue / / / / 12/07/95 Two notes given with plane: 1) from PASS JDA 12/07/95 JDA MarkR that the BUR for bldg plan need revision with 54 bike spaces and 2.)from JimF. the East foundation wall needs 20+ setback to insure additional space req. met. SUPC100 (F) Issue permit / / / / 12/07/95 PASS JDA 12/07/95 JDA SUPC705 FooL/Founi ,nop 12/07/95 12/12/95 / / ensure east setback exceeds 20 feet to PASS TLP 12/18/95 TLP qualify for four side allowable area increase ` SUPC705 Foot/Found inap 12/18/95 / / 12/18/95 area A- maintain clearance of 1-1/2" for PASS RB 12/19/95 RB -o l umn s BUPC705 Foot/Found Insp 12/22/95 / / 12/21/95 area b PASS TLP 12/22/95 TLP BUPC705 Foot/Found Insp 12/28/95 / / / / FOUND AREA B APP GS 12/28/95 GES SUPC705 Fooc/Found Insp 01/04/96 / / 01/03/95 PASS TLP 01/04/56 TTP BUPC705 Foot/Found Inen 01/05/96 / / / / PASS TLP 01/08/96 TLP SUPC705 Foot/Found Insp 01/16/96 / / / / bld. d PASS TLP 01/16/96 TLP PIIPC705 Foot/Found Insp 01/24/96 / / / / PASS TLP 01/24/96 TLP PUPC705 Foot/Found Insp 05/15/96 / / 05/15/96 PASS TLP 05/15/96 TLP BUPC705 Foot/Found Insp 07/02/96 / / 06/27/96 canopy footing PASS TLP 07/02/96 TLP ,t SUPC716 Reinf Steel Insp 12/07/95 / / / / 12/07/95 JHF 11 BUPC725 Slab Insp 01/09/96 / / / / PASS TLP 01/10/96 TLP 13UPC725 Slab Insp 02/12/96 / / 02/09/96 PASS TLP 02/12/96 TLP BUPC725 Slab Insp 02/15/96 / / 02/14/96 PASS TLP 02/15/96 TLP RUPC960 Case Finaled / / / / 06/23/97 PASS TLP 06/23/97 TLP it ,-�. t.qe No. 1 CASE HISTORY FOR CASE. NO.: BUP95-0428 TI0ARD TUALATIN SCHOOL DISTRICT 08048 SW SHAFFER LN 09/15/98 Action Description Req/ Schd/ End/ Action Notes Diep By Update Upd Cod! Sent Done Done Date By • BUPC007 Application received 10/09/95 / / 10/02/95 PEND BON O1/lb/98 TLP BUPC008 Permit created 10/09/95 / / 10/09/95 PEND BON 10/09/95 B BUPC015 Plane routed to Plane Examiner 10/09/95 / / 10/09/45 PEND BON 10/09/95 B 13UPC010 Plan Review Ltr. to Ofr_. Svcs. 10/09/95 / / 04/26/96 JHF 04/26/96 .TIF DUPCO20 Revised Plans Received 10/09/95 / / 05/03/96 JHF 05/07/96 JHF BUPCO24 Plans Approved/Routed to DSTs 10/09/95 / / 05/07/96 APPR JHF 05/07/96 JHF BUPCO29 DST Post Review Completed / / / / 05/09/96 Waiting for contactor information. PASS CJS 05/09/96 CJS SUPC090 (F) Ready to issue / / / / 05/09/96 PASS CJS 05/09/9; CJS BUPC100 (F) Issue permit / / / / 05/13/36 PAID JMH 05/13/96 J•H BUPC782 Sprinkler Underslab Inspection 04/26/96 / / / / 04/26/96 THF BUPC783 Sprinkler Rough In 04/26/96 / / 08/16/96 PASS TLP 08/20/96 TLP BUPC784 Sprinkler Final 04/26/96 / / 06/23/97 PASS TLP 01/16/98 TLP BUPC798 Misc. Inspection 04/26/96 / / / / 04/26/96 JHF RUPC960 Case Finaled / / / / 06/23/97 PASS TLP 06/23/9.7 TLP �Y b • i I Page No, 1 CASE HISTORY FOR CASE NO.: ELC97.0008 TIGARD TUALATIN SCHOOL DISTRICT 08040 SW DURHAM RD 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By 2LCC001 Application received 01/08/97 / / 01/08/97 01/08/97 TAT ELCC003 Permit created 01/08/97 / / 01/08/97 01/08/97 TAT ELCC500 (F)Issue permit / / / / 01/08/9.1 PASS TAT 01/08/97 TAT ELCC799 Elect'l Final 01/08/97 / / 01/30/97 PASS MJR 01/31/97 MJR SLCC800 Case Finaled / / / / 01/30/97 PASS MJR 01/31/97 MJR 1 d 1 i i i i 1 Ig 2w � ��Y 1�'''4"y et���y y.i£ µ7 r�y(k'�r E N yt1�,:t y { ✓r � 1 i y if �� e y r► E�}�,� pec > t•i�� �..,�s a i �t H Ui � .•e pp �� f .��q�9'n i�y �� I:.r ir9 iy s, o V,l V )�#1"�y �� � �-� �. �' r 4 w� h7Y�,rii�i i� S l v&r§�4 � f i � r '� siti�. �� ,�,g• � '11 Ptge No. 1 CASE HISTORY FOR CASE NO.: ELC96-0515 TIOARD TUALATIN SCHOOL DISTRICT 08048 SW SHAFFER LN 09/15/96 Action Desariptioa Req/ Schd/ End/ Acrion Notes biap By Update Upd Code Sent Done Done Date By i - ELCA500 (F) Issue perms / / / / 08/14/96 PASS CJP 08/14/96 CJS ELCC001 Application received / / / / 08/12/96 RECD CJS 08/14/96 CJS 1 ELCC003 Permit created / / / / 08/14/56 PEND CJS 08/14/96 CSS ELCC800 Case Finaled / / / / 08/14/96 repair of circuits approved PASS MJR 08/14/96 MIR i EL(T'800 Case Finaled / / / / ri/14/96 PASS MJR 08/14/96 MIR f, i I t. y. I If� f i y 1 V t i E • • Page No. 1 CASE HISTORY F,IR CASE NO.: ELP96.01.75 TIOARD 7'IIALArIN SCHOOL DIST. f, O8040 SW TATRHAM RD 09/15'PA Action Deocrip*ion Req/ bchd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By - °, N ELRC001 Application Received / / / / 05/29/^.0 RECD CJS 05/29/96 CJS 1' ELRC003 Permit Created / / / / 0`729/96 PEND CJS 05/29/96 CJS ELRCSOJ (F) Issue permit / / / 05/29/96 PAS; CJS 05/29/96 CJS ELRCSI0 (F) Reprint pejmi� / ! / / 05/29/96 05/29/96 CJS ELRC510 (F) Reprint permit / / / / 02/27/97 PASS B 02/27/97 DST EI,RC'120 Wall Cover 05/29/96 / / 03/03/97 need physical support for cL-bles DIS MJR 03/04/97 MJR ground '9ond needed for 2" EMT chase per NEC art. 250, other piping systems. ''- ELRC730 Elect'l Service 05/29/96 / / / / 05/29/96 CJS ELRC799 Elect'l Final 05/29/96 / / 03/04/97 need lugs PASS MJR 03/06/97 MJR M. I i, ELRCR00 Case finaled / / / / 03/04/97 PASS MJR 03/06/97 MJR ELRC800 Case finaled / / / / 03/04/97 need lugs PASS MJR 03/06/97 MJR i i I i i r. �1!4 Page No. 1 CASA. HISTORY FOR CASE NO.: ELR96-0168 IOARD TUAL.ATIN SCHOOL DISTRICT �r 08046 SW SHAFFER LN I 09/15/98 .p�+ Action Description Req/ Schd/ End/ Action Notes Disp Hy Update Upd Ccde Sent Done Done Date By , -- ------------ ------ -------- ---- 4 • I ELRC001 Application Received / / / / 05/29/96 RECD CJS 0S/29/96 CJS ELRC003 Permit Created / / / / 05/29/96 PEND CJS 05/29/96 CJS ELRC500 (F) Issue permit / / / / 05/29/96 VASO CJS 05/29/96 CJS ELRC510 (F) Reprint permit / / / / 05/29/96 05/29/96 CJS ELRC720 Wall Cover 05/29/96 / / / / 05/29/96 CJS ELRC730 Elect'1 Service 05/29/96 / / / / 05/229/96 CJS ELRC799 Elect'l Final 05/29/96 / / 03/03/97 need grounding lug on frame PASS MJR 03/04/97 MJR ELRC800 Case flnaled / / / / 03/03/97 need lugs PASS MJR 03/06/97 MJR i 'i i I N V�^I t ^ •�•. Page No. 1 CASE HISTORY FOR CASE NO., ELR96-0101 MiCHANICAL CONSULTAN'CA •� Ob048 SW SWFFER LN 09/15!98 '.•7,':' Dia e Update U Action Description Req/ Schd/ End/ Action Notes P Y P Pd Code Sent Done Done Date By S F''LRC500 (F) 'slue permit / / / / 04/01/96 PAID JMH 04/04/96 J-H ELRC500 (F) I!sue permit / / / / 04/04/96 PAID JMH 04/04/96 J'H ELRC700 Ceiling :over 04/04/96 / / / / 04/04/96 J•H ELRC720 Wall Cover 04/04/96 / / 04/04/96 Section A i B approved for wall covet PASS MJR 04/04/96 MJR ELRC710 Elect'1 Service 04/04/36 / / / / 04/04/96 J•H ELRC799 Elect'l F!.nal :;04/96 / / / / 04/04/96 J•H ELRC800 Case finaled / / / / 08/27/96 PASS MJR O1/08/97 MJR I I , '4 II µ Ir. ,(1,y x . •7- it 1 ��+ t 1'Yeti vii di'uln �q bj..i'/, +{ k. 'r^i e1is ,.r 7° ,��,1• ay,>;�M�' ��: � i„4'l � •f� l'Yf�f rl�.,.`t q. ' il".'� :�.n}�LF ..}t '.�A7)1��`i�r, v Page No. 1 CASE HISTORY FOR CASE NO.: ELR96 0077 SONITROL PACIFIC -�1 08048 SW SHAFFER LN ..rr. 09/15/98 j .b Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Bent Done Dane Date By t'.. ------ - --- .I�4 '. ,i yyy EI,RC001 Application Received / / / / 03/04/96 RECD CJS 03/04/96 TMP i ELRC003 Permit Created / / / / 03/04/96 PEND CJS 03/04/96 TMP ELRC500 (F) Issue permit / / / / 03/04/96 PASS CJS 03/04/96 TMP ELRC700 Ceiling Cover 06/11/96 / / 06/11/96 PASS MJR 05/11/96 MIR ELRC720 Wall Cover 03/04/96 / / 04/24/96 area C PASS MJR 04/25/96 MJR ELRC730 Elect'1 Service 03/04/96 / / / / 03/04/96 TMP ELRC799 Elect'l Final 03/04/96 / / / / 03/04/96 TMP ELRC800 Came flnaled / / / / 08/27/96 PASS MJR 01/08/97 MJR 1 SI 1 Age No. 1 CASE HISTORY FOR CASE NO.- ELC95 0462 PORTLAND SLECTRIC CONST. 08048 SW SHAFFER LN 09/15/9" Action Description Req/ Schd/ End/ Action Notes Disp B;1 Update Upd Code sent Done Done Date By ----- ---------------------------- ELCC001 Application received / / / / 11/17/95 RECD CJS 11/17/95 TMP g EL.CC003 Permit created / / / / 11/17/95 RECD CJS 11/17/95 TMP ELCC500 (F)Issue permit / / / / 11/17/95 P.SS JOS 11/17/95 JDA ELCC700 Ceiling Cover 11/17/95 / / 05/31/96 PASS MJR 05/31/96 MJR ELCC700 Ceiling Cover 06/11/96 / / 06/11/96 PASS MJR 06/11/96 MJR eLCC700 Ceiling Cover 07/10/96 / / 07/08/96 PASS MJR 07/10/96 MJR Fl,'C720 Nall Cover 11/17/£5 / / 0/19/96 section A PASS MJR 03/19/96 MJR -i' ELCC720 Well Cover 03/.7/96 / / 03/27/96 area B PASS MJR 03/27/96 MJR I * ' to-volt conductors need nail plates ELCC720 Wall Cover 02/2?/96 / / 04/22/96 ext. walls in stage area and storage PASS MJR 04/23/96 MJR F ceilings above refer ELCC720 Wall Cover 03/27/96 / / 05/14/96 music and room D-1 for wall cover PASS MJR 05/14/96 MJR FLCC720 Wall Cover 03/27/96 / / 05/20/96 PASS MJR 05/20/96 MJR ELCC799 Elect'l Final / / / / 08/15/96 complete cabnet haeaters PASS VJR 08/26/96 MJR. - bathrooms have open box for area D onlyt. t ELCC800 Case Finaled / / / / 08/27/96 passed subject to , SUBJ MJR 09/03/96 MJR water in front of Panel in Mech. A and B Mech. C disconnect not installed i labels missing ELCC920 Miscellaneous action / / / / 01/06/96 underfloor UNDR MJR 01/08/96 MJR E1.CC920 Miscellaneous action / / / / 01/17/96 underelab for section "B" approved UNDR MJR O1/17/96 M.-*2 +' ELCC920 Miscellaneous action / / / / 01/25/96 anderelab PASS MJR 01/25/96 MJR ELCC920 Miscellaneous action / / / / 02/13/96 slab cover for section D PASS MJR 02/13/96 MJR ELCC920 Miscellaneous action 03/11/96 / / 03/08/96 tilt panels approved UNDR MJR 03/11/96 MJR ELCC920 Miscellaneous action 03/11/96 / / 03/15/96 tilts PASS MJR 03/15/96 MJR ELCC920 Miscellaneous action 03/11/96 / / 06/27/96 Generator installation approved GEN MJR 06/27/96 MJR ELCC920 Miscellaneous action / / / / 04/08/96 slab cover SLAB MJR 04/11/96 MJR dMEMA Page No. CASE PISTORY FOR CASE NO.: ELC95 0462 PORTLAND ELECTRIC CONST. 08048 SW SHATFER 1.N 09/15/98 Action Description Req/ Schd/ End/ Action Nates DIFp By upia�.e 114"1 Code Sent Done Done Date By --- --- -------- --- ELCC920 Miscellaneous action 07/30/96 / / 07/24/96 clans room in section A&B approved for CLAS MJR 07/30/96 BT2 temp. occupancy(stocking) 1-outside lighting not complete 2-broken conduit in front wall: way to be repaired and inspected J, f i 4 ! 1 L 1 1 1 ":lttdff!'C. �lyPage No. 1 CASE HISTORY FOR CASE NO.: ELC95-0254 � ,x FRAHLER ELECTRIC O8040 9W DURHAM RD 09/l.s/99 Action Description Req/ Schd/ End/ Action Notes Diep B; Update Upd Code Sent Done Done Date 6y . -- ------------------------------ - ---'--- -------- -- ------ ---- -- -- ---- --- -. .. --- ..._ w ELCC001 Application received / / / / 08/31/95 RECD CJS 12/18/95 TMP ELCC003 Permit created / / / / 08/31/95 PEND CJS 12/18/95 TMP ELCC500 (F�Issue permit / / / / 08/31/95 PASS CJS 12/18/95 TMP ELCC800 Case Finaled / / / / 08/30/96 feeders for modular building PASS MJR 01/Od/97 MJR i I i Yf t i 1 I � I k>. l r Page No. 1 CASE HISTORY FOR CASE NO.: MEC95-0348 TIGARD TUALATIN SCHOOL DISTRICT 06048 SW SHAFFER LN 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By 4. -------------- -- -- -- ------- - - wi MECCO07 Application received 10/09/95 / / 10/02/95 Sent to Jim Funk 10/09/95. PEND BON 10/09/95 E MEC"O30 Platt check by 10/09/95 / / 01/10/96 APPR .7HF 01/10/96 JHF MECC050 (F) Ready to issue / / / / 01/11/96 Plans with general contractor, Todd pASS JUS 01/11/96 JDA Construction. Need 7: mechanical subcontractor, Robert Lloyd She^tmetal's license information. This info given to Craig Johnson. MECC090 (F) Issue permit / / / / 05/01/96 PASS B 05/01/96 BON MECC705 Gas Line Insp 10/09/95 / / 04,15/96 PASS TLP r4/16/96 TLP MECC705 Gas Line ]nap 05/06/96 / / 05/06/96 ILLEGAL PIPE CONNECTIONS CALL FOR FAIL TLP 05/06/96 TLP REINSPECTION MECC705 Gas Line. Insp 05/08/96 / / 05/08/96 PASS TLP 05/08/96 TLP MECC705 Gas Line Insp 07/11/96 / / 01/09/96 PASS TLP 07/11/96 TLP MECC710 Mechanical Insp 10/09/95 / / / / 10/09/95 B MECC715 Heating Unt Insp 10/09/95 / / / / 10/09/95 B MECC720 Cooling Unt Insp 10/09/9E / / / / 10/09/95 B MECC725 Shaft Inspection 10/09/95 / / / / 10/09/95 B MECC730 Hood Inepectioi. 10/09/95 / / / / 10/09/95 B MECC735 Fire Suppr Insp 10/09/y5 / / / / 10/Or/95 B MECC740 Duct Inspection 10/09/95 / / 06/13/96 PASS TLP 06/14/96 TLP MECC740 Duct Inspection 07/11/96 / / 07/08/96 PASS TLP 07/11/96 TLP MECC745 Fire Alarm Insp 10/09/95 / / / / 10/09/95 B MECC750 Fire Damper Insp 10/09/95 / / / / 10/09/95 B MECC755 Misc. Inspection 10/09/95 / / / / 10/09/95 B MECC799 Final Inspec,.ion 10/09/95 / / 06/23/9.7 PASS TLP 06/23/97 TLP MECC800 Case Finaled / / / / 06/23/97 PASS TLP 06/23/97 TLP ) 1 y�l r t G j;p Page No. 1 CASE HISTORY FOR CASE NO.: MEC802266 TIOARD SCHOOL DISTRICT 08048 SW SHAFFER LN Unit: OLD 09/15/98 Action Description Req/ S(,hd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By -'- - - ------- --- -- -- -- -- - --'--- -------.. ___..--'- -- ----- - - -- X' MECM007 CAS L:NF. / / / / 03/31/89 PART TLP 04/02/90 MAN , MECM011 MECHANCL.SYSTEM / / / / 01/05/89 PART TLP 04/02/90 MM MECMOII MECHANCL.SYSTEM / / / / 07/:8/89 PART TLP 04/02/90 MAN MECM028 FINAL. / / / / 08/30/89 APPR BCR 04/02/90 MAN MFCMTO1 APPLICAMP / / 01/04/89 / / APPR 04/02/90 MAN I Mimi f f 1 I 6� i f ..y f. :. �i q11 IF Its w:'iP7 .I�'I:,)• , — � '::ytitJlLt�M.wL. .. ,.JM Page No. 1 CASE HISTORY FOR CASE NO.: PLM95-0294 'rIGARD TUALATIN SCHOOL DISTRICT 08048 SW SHAFFER LN 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By L'pd- Upd ' Code Sent Done Done Dat. B Y µi8+ ----------- -- —-- . ..---- - —— - - -------- - - --- ------ - ... r PLMA130 Plumbing Undersl. % / / / 01/09/96 PASS MS 0110/96 MRS PLMC005 Permit Created 11/16/95 / / 10/09/95 PASS BON 11/16;95 MRF d PLMC00" Application received / / / / 10/09/93 Sent to Mke Sheehan 10/09/95. PEND BON 10/09/9, B a PLMC007 Plans routed to Plans Examiner 11/16/95 / / 10/09/95 ROUT BON 11/16/95 MRS APPR MS 11/16/95 MRS PLMC0o8 Plans Checked/Approved by P.E. 11/16/95 / / 11/16/95 PLMCO10 Reviewed plans routed to DSTs 11/16/95 / / 11/16/95 APPS MS 11/16/95 MRS PLMC050 (F) Ready to issue / / / / 11/22/95 PASS BSD 11/22/95 JD PLMC060 (F') Issue perm,t / i / / 01/02/96 PASS B 01/02/96 B 'I PLMC120 Plumbing Underal 11/16;95 / / 01/03/96 PASS MS 01/04/96 MRS PLMC120 Plumbing Undersl 01/25/96 / / 01/24/96 mens room d area PASS MS 01/25/96 MRS PLMC120 Plumbing Undersl 02/01/96 / / 01/31/96 g-section d back-back PASS MS 02/01/96 MRS PIMC120 Plumbing Undersl 02/13/96 / / 02/13/96 PASS MS 02/13/965 2/13/9MR.' PLMC705 Sewer Inspection / / / / / / 11/16/955 MR., PLMC710 Water Line Inap / / / / 04/03/96 water on a and b units PASS ME 04/04/96 MRS PLMC720 PLM/Underfloor / / / / 01/22/96 PASS MSS 01/23/96 MRS P124C725 Top-out Inap / / / / 03/25/96 toilet rms a6b water and waste PASS MS 03/26/96 MRS PLMC725 Top-out Insp 04/23/96 / / 04/22/96 kitchedn area c'' PASS MS 04/23/96 MRS PLMC725 Top-out Insp 05/16/96 / / 05/16/96 mens rm d area PASS MS 05/16/96 MRS PLMC725 Top-out Insp 0C/03/96 / / 05/31/96 D complete PASS MS 06/03/96 MRS k PLMC725 Top-out Insp 06/12/96 / / / / bathroom lobby PASS MS O6/12/96 MRS 'r PLMC730 Storm Drain Insp / 1 / / / / 11/16/95 MRS PIMC730 Storm Drain Inap 05/15/96 / / 05/14/96 area d ra 1 drains and overflow scuppers PASS MS 05/15/96 MRS PLMC735 Rain Drain Insp / / / / 03/21/96 roof drains and overflow scuppers PASS MS 04/22/96 TLP PLMC74� Misc. Inspection / / / / / / 11/16/95 MRS PIAC750 RP/Backflow Preventer / / / / / / 11/16/95 MRS PIMC'?99 Final Inspection / / / / 08/16/96 hot water heater needs to be tied down PART MS 08/19/96 MRS no hot water PLMC800 Case Finaled / / / / 10/07/97 hot water heaters strapped PASS MS 10/07/97 MRS Page No. 1 CASE HISTORY FOR CASE NO.: PLM95 0164 r BUD II I LLMAN 08040 SW DURHAM RD I 09/15/98 Action DeecripLior. Req/ 6and/ End/ Action Notes Diep By Update Upd Code lent Done Done Dace By --——---- - --------------- -------- -------- ------- PLMC050 (F) Issue permit / / / / 07/17/55 BON 07/17/95 B PLMC710 Water Line Inep 07/17/95 / / 07/29!95 PASS TLi' 07/31/95 TLP PLMC799 vinal Inspeceion 07/17/95 / / 07/28/95 PASS TLP 07/31/95 TLP PLMC800 Caee Finaled / / / / 07/28/95 PASS TLA 07/31/95 TLP i s i Y 4. h 1 t i� Ili" t,°o t>„, �' n. e�,'• � t .r Is`�° V'�tt�y���1,qq��'��"�� "'" �I� r* � `� „t 1 �,1 ' a 1 CASE HISTORY FOR CASE NO.: PLMS82265 TIGARD SCHOOL DISTRICT 08048 SW SHAFFER LN Unit: OLD 09/IS/98 f yea• Action Description Req/ Schd/ End/ Action Notee Diep By Update Upd Code Sent Done Done Date By I --- ------. - ---—- . _... --- -- ------... ------ PLMM013 PLB.TOPOUT / / / / 03/29/R9 APPR MS 04/02/90 MAN �... ` r I-IMI-1014 PLR.UNDERSLAB / / / / 01/04/89 APPR MS 04/02/90 14AN P'LMM014 PLB.UNDFRSLAB / / / / 01/06/89 APPR MS 04/02/90 MAN P 1.MMo:4 PLB.UNDF.RSLAB / / / / 01/19/89 APPR MS 04/02/90 MAN S F 1,MM017 RAIN DRAINS / / / / 04/28/89 APPS MS 04/02/90 MAN rIMM..024 STORM DRAIN / / / / 01/12/89 PART MS 04/02/90 MAN PLMM027 WATER LINE / / / / 01/09/89 APPR MS 04/02/90 MAN PI.MM027 WATER i,1Nr / / / / 04/19/89 APPR MS 04/02/90 MAN f :1 i ' L S 1- - i i �CAIAL Page No. 1 CASE HISTORY FOR CASE NO. SIT95-0075 k� i TIGARD TUALATIN SCHOOL DISTRICT 08048 SW SHAFFER LN 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By 'Jpdatr' 1. Code Sent Done Done Date i+•,' a SITA010 Plan creek by 11/13/95 / / 11/13/95 this permit ix being issued prior to nliir ,HP �t/Il,'+ ,ltii proper site plan review being conducted and appeal period expiration. see hold harmless agreement with the planning department. i SITA070 (F) Ready to issue / / / / 11/16/95 PASS JDA 11/16/95 JDA SITA080 (F) Issue permit / / / / 11/17/95 PASS JSD 11/17/95 JD SITA080 (F) Issue permit: / / / / 11/17/95 PASS JSD 11/17/95 JD ' SITA800 Case Finaled / / / / 01/21/9.1 PASS TLP 01/21/97 TLP SIT0799 Final Inspection / / / / 01/21/97 PASS TLP 01/21/97 TLP SITC720 Grading Insp 02/24/98 / / 02/24/98 special inspection final summary letter LTR JT )2/24/98 JT from carlson testing of engineered grading and soil compaction I i i Y A i C f / .- ..,�,„ F w. ,.. „ »'°'Ma � ..:. .., ,�,.,r .. yy. .�- i ♦y�f n.. v ,».,.. moo».. ;.., .: Pogo No 1 CASE HISTORY FQR CASE NO.: 9IT95-0036 TIOARD TUALATIN SCHOOL DISTRICT 06048 SW SHAFFER LN 09/14/96 rt"� Action Description Req/ Schd/ End/ Action Notes MOP NY IPWO Wd • Code Sent Done Cone Date my " -- --- 9 t.r i i 3 t Y.' f A ".I y w Page No. 1 CASE HISTORY FrR CASE NO.: SWR95.0420 TIOARD TUALATIN SCHOOL DISTRICT O8048 SW SHAFFER 1,14 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd 1' Code Sent Done Done Date By ----- --- • SWRA007 Application received / / / / 11/21/95 PASS JSD 11/22/95 JD SWRA070 Ready to issue / / / / 11/22/95 PASS JSD 11/22/93 JD SWRA080 (F) Issue permit / / / / 11/27/95 B 11/27/95 B SWRA705 Sewer Inspection / / / / / / 10/09/95 B SWRA120 Case Finaled / / / / 08/02/96 PASS M8 08/05/96 MRS {f 1 1 F' e (i: .;•.pw�,��J�,1� �b r i• _`,, t : ;' 'f- r '., t:r.• u ' � � i w�' �P Y 1(� pp� w 4Ma�G ;�1 T rt!��'Y x�xt�� � �"f . s;!f yt isw lka }y, 'jrv�f ,h�drnv�rfaIrr�F.,J�rti �° �T q ; Page No. 1 CASE HISTORY FOR CASE NO.: SWR95-0030 ''i';41 TIOARD SCHOOL DISTRICT 08048 SW SHAFFER LN r 09/15/98 Action Description Req/ Schd/ End/ Action Notes Disp By update Opd Code Sent Done Done Date By SWRA007 Application received / / / / / / 01/23/95 JO I' SWRA010 Plan check by / / / / 01/23/95 01/23/95 JD -;.aif' SWRA020 Check for ptcl. restrict. 01/23/45 / / / 01/23/95 JO SWRA080 (F) Issue pe,.mit / / / / 01/21/95 JF 01/21/95 JF SWRA705 Sewer Insprction / / / / 02/06/95 170'30 34 811 manhole to manhole PASS MS 02/07/95 MR3 WY SWPA710 Septic Tank Fil:ad 01/23/95 / / / / 01/23/95 JO SWRA710 Septic Tank Filled / / / / 02/06/95 septic tanl pumped and filled PASS MS 02/09/95 MRS y. SWRA720 Case Finaled / / / / 02/09/95 PASS MS 02/09/95 MRS � SWRA720 Case Finaled / / / / 02/04/95 Sibs air test PASS MS 02/09/95 MRS i j 4 i '�,,, d ;,'.,;,';;•''. Page No. I CASE HISTORY FOR CASE NO.: SWR882267 TIOARD SCHOOL DISTRICT 08048 SW SHAFFER LSI Unit: OLD 09/15/98 Action Description Req/ Schd/ and/ Action Notes DieP Ay Update UPI 1 Code Sent Done Done Date By . I SWRM021 SEWER / / / / 05, 31/89 PART MS 04/02/90 MAN f EWP-M028 FINAL, / / / / 06/29/89 APPR MS 04/02/90 MAN SWRMTOI APPLICANT / / 11/17/88 / i APPR 04/02/90 MAN I i f ' I 1 I�. r r o9 is 97 09: 41 $501 528 2518 TY FIRE MARSHAL IM002/003 Tualatin Valley Firs & Rcscue Rev. 105-94 and I Btiverton Firs Department 4'S.5 S.W. Criffi* Dr. t-O. me 47SS Bmw tot. OR 97ti74 CM S2&2"? FAX 526.23»1 REQUUUD FIRE LOW I.Aj WORK SEM t TO BE USM WrM icy FLOW CALCUTA77ON nils MUCTIONS .. we5 gte k�rchu,t, Fur Dept use Only l) Building NAnw Tct C u-,-At a n 5;koo I 12930 SW SeA10115 F — ___ WAMVR 3) Type of S (Check I Bax) Dow o i FR -_' - -RF rIuu OFFICE - APPROvEq . . . . . . . . . . . . . . . . . . .�L D H Obe Hour, IV One Hour CONDITIONALLY APM40WO . . . . . . Q O N HCzvy Timber, V-Qne Hour AMMOVAL OF MANS IS 0404 AN APPROVAL OF OJ II-N, M-N GMlIS9M]IV�011 OYSR6RiMT�. D J V-N_ _ _BEF EO LETS ❑ i 4 Total _ .•-:.. .,,,,. _ F66ftg Bus & g � . . Use ttte largest aggmpm floor of ala floors inclusive of meranirses as defined 5y UBC Sev ica 40 floor area. In Types-I and H FR only, LvTev suaamsive floor areas shall be us+ai_ _ cons�uvcaan ony, te tf 5) Building Fut Flow (BM: � S 2QC1 fivm UFC Table A-III-A-1. � (See Fixe Flow Calculation Iniumcdoo Ha cut, Pg. 8) V a Single Ooarpanq H=M: X l,�(Oc upanry Factor) = Required Fart Flow (fill in line 8) b Muiriple 00:Xq Cy 1 �– occ s' - __bldg sq ft = %BA tt Occupancy occ h bldg sq ft = �%BA - - — occ sq ft bldg sq ft = __..°: EA Fancy 7) 0,. upanC X F -tor: . S ., gpm BFF A _ (XC fact) _ —_ _r`' t % A gpm BFF X _ (occ fact) = F1 _-� 96 8 8Am l3FF X (occ fact) = _- —._Fr R A X gpm PFF X (a m facil = w.�FF (Fill in line R) _ TOITAI, a r r. „+r fk`I,r. ::� '!P' VrrII` ! ^!,�'A'^^•arir '- "'�t sfi�,..'w^�r ` ' 'Miw 11`' 09 18;97 09:41 V503 526 2538 TV FIRE KARSHAL 0 001;009 RWAsed.Fir= Flow Work Sher P;Age 2 8) Total Required F'ttr Flow: 11 OD � 12 M _ 9) Credited Required t Flour (Use only one of lines a, b, arc) a. Multiply line 8 by for5i fm alarm or b. Multiply Line 8 by 50% automatic gninwer protection C. Multiply line 8 SS for aenstation supervised automatic sprinkler Protection, 10) Available Fire Flow': , 3�„-? gig _ t Round off number to-nearer whole t*71ten7ding Arra ttt Firs Flow I Example: Apmnestt bwldi g with rm-Ages Type V-N comuruction, aggregate square fon tW 12,000 square fatf. Garages 3,500 sgrarz feet, aparuncants.e,500 -4uart feat,. BFF = 3,000 gpm. - Apartment 8,500 ca sq ft =- 12,000 bldg sq ft =' 71% BA ~. Garages 3,500 oa: sq ft - 12,000 bldg sq ft = 29% BA 71 S (BA) X 3,000 gpm (BFF) X 1.0 (oa: fac) = 2,130 gpm 295 (BA) X 3,000 gpm (BFF) X !A (occ fac) = 957 gpm Total Required Fue Flow 30$7 s�9n The required foe flow ot`this btWding is greater than 3,000 gpm, therefore, either area separation walls (see Fire- Prevention Ordinance Sec. 22 or Fut Flow Calculation Instructions, Pg- 3 Sec. 4) complying with UBC Sec. 505(f) would need to be installed or one of the automatic sprinkler altezrates or conttal srarioasupe%vi_vAalasm system (_see Fire Prevention (hdinanoe Set% 23E or Fire Flow Calculation Imsanictions, Pg. 7 Ser. 5(e)). One may also upgrade the type of construction. The sane applications are true if required fire _ flow is greater than ava':able fire flow. a 1. If single occupancy hazard, place answer 3n Line a. If multiple occupancy hazard, skip to line 6b. When multiple occupancy hazards are housed within a single fire flow area, the building fire flow shall be factored out to the ratios of floor areas housing various of=cupancies. Eacn portion of the building fire flow for a given occupancy hazard shall be multiplied by the occupancy factor and 1_hen added 1togethar to produce a required fire flow. 2. This information is available from the fire district unless the building is in a newly developed area or new fire mains are to be installed_ If the latter is the case, please provide !ngineered calculations showing .estimated flows for the area. 4 r k 9-10.,1997 5-01FROM I NTERF ACE 6.NG G i M^ EA365991d?`� Rev. 1 0�-5-94 Tualatin Valley Fire & .Rucue and Beavemn Fire popattment 4753 S.W. GritRth Dr• P.a• Bug 47S5 y,w,,rtoQ.01 97016(Soy',526-1467 FAX 516-2331 3' REQUMD FIRE FLOW WORK SRVIFI T � +r M TO BE USED W FDiE FLOW CALCULATION INSTRUCTIONS Fire Dcpt Use Only 1) Budding Name: 4A#L-_ FMZ rtFt neGMIMIl7 _CitylCo TIGAae � Ot 2) Address: 1J�►e�_ 6W ��-4 --- 3) Type of structure: (Check 1 Bo=) Dates 9 � '!7 mtar irr Atli t tw nNi MARSHAL O"Ief ❑ I F&, 11 FR APPRMO . . . . . . . . . . . . . . . . . . .x ❑ 11 One Hour. III One Hour COMT10NALLY A"OVED. . . - CJ d IV Heavy Timber, V-Otte Hour APMVAL OF F+uiMl T M APPROVAL OF C3 � � � 11-N, 111•N I L. V-N LET IM - . CJ 4) Total Building Square Footage; S'g_- Q DATE Use the hrgerst aggregate floor arcs of all floors inclusive of rtlie roes u de nod by UBC Section 407 floor lam In Types I and I'. FR cunstrucdon cxtly, the three largrst suoce-smve- floor areas shall be used. 5) Building Fitz Flow (BFF): 000 from UFC Table A-I11-A-1. (Sere Fitz Flow Calculation Instm0en Handout, Pg. 8) 6)' a Single Oc cupanc,�i Hazard' uirGd Fire Flees &U it) line S) _(BFF) X LN1(Occupancy Factor) = Req b Multiple Occupancy Huard: Occupancy ,— - Dld ft �t I ac sq ft g sq Occupancy occ sq ft y bldg sq ft Occupancy oce sq ft = _ bldg sq ft = -%BA Occupancy -- _—_ ocr sq ft f _ bldg sq ft = 96$A 7) t)ocupancy X Factor: FFttt 1G EA X _ gpm BFF X (occ fut) _ �- FF % BA x gpm BFF X (occ fact) - --AFF — T. BA X — -� gpm BFF X (occ fact) = . % BA 'X gprn BFF X (occ fact) - �FF (Fill in Lyne 8) t0'I tet. i C00/Z001IJ IVBSIIVY SIIId 'U sm 9Z9 6094M W60 Le/8T160 t I a of .i:,. .y ,�. r Si-t 0--t pfi7 5,07VP� ;rqo t I NTERF AcE ENG G INC 50361—qS329 F' S w Required Fire Flow Work Sheet a e 2 rtt�rar~, ea P 8) Total Req Ared Fire Flow'.--A(6 04 4; 9) Credited Required Fire Flow: (Uso only one of lines a, b, or c) a. Muiltipiy Line 8 by 759 for full fire alum _11 or—CID e b. Multiply Line 8 by 50%, for automatic sprinkler protection or C. Multiply Line 8 by 257. for central station supervised automatic sprinkler protection 10) Available Fire Flow': 3100 OF M t Round off numbers to nearest whole t7 Building Area tit Fire Flow Example: Apartment building with garages Tape V-N construction, aggregate square footage 12,000 square feet. Garages 3,500 square feet, apartments 8,500 square feet, BFF = 3,000 gpm, Apartment 8,500 oec sq ft 12,000 bldg sq ft = 119• BA Garages 3,500 orz sq .1 12,000 blelg sq ft - 299 BA �•, 11% (BA) X, 3,000 pm (BFI=) X 1.0 (coc fac) = 2,130 gpm 29% (BA) X 3,000 gpm (BFF) X I A (occ fac) - 957 gpm Total Required Fire Flow Lon"M The required fire flow of this building is grater titian 3,000 gpm, therefore, either area separation walls (s"- Fire Prevention Ordinance.Sec. 22 or Fire Flow Calculation Instructions, Pg. 3 Sec, 4) complying with UAC Sec. 505(f) would need to be installed or one of the automatic sprinkler alternates or central station supervised alarm system (see Fire Prevention Ordinance Sec. 23E or Fire Flow Calculation Instructions, Pg. 7 Sec. 5(e)). One may also upgrade the type of construction. The same applications are true if required fire flow is greater than available fire flow. 1.If single occupancy hazard, place answer on Line s. If multiples occupancy hazard, skip to line 6b. When multiple occupancy hatards are housed within a single fire flow area, the building fire flow shall ba Zactored out to the ratios of floor areas housing various occupancies. Each portion of the building fire flow for a given occupancy hazard shall be multiplied by the occupancy factor and then added together to produce a required fir- tlou. 2. This information is av ilable from the fixe district unless the building is in a nearly d_--'loped area or new fire mains ara to br Inst-a11ed. It the latter is the case, please provide engineero-d calculations shoai­kq estilkated flows for the area. I ,g 1 coo;C001�J IVHSHVN 3MI3 .11 RC37 979 Cosa tt:60 Le-RIA0 09. 18.87 09:37 12503 528 2538 TV FIRE MARSHAL 002.003 � t 08/11/97 08:51 1&503 820 4066, _. --- NIrULi ENG. .Iec. �•� INFIRF nAxsB �ooa �i . TlWatm VAU(y Fim & Rescue '�:'1( z and :, Beavemn Fire Depam=nt 4755 S.W. Grt fith Dr.P.O. Bac 4ISS Bcamrwn•OR 971776 x•03)526-209 FAX 526,7538 • REQU MED FIRE FLOW - -.�.a•�� "�I WORK SEYKIt r,.;o`, Le_ • TO BE USED WTIA FMRMW CALCLTI.A17ION INSI]MMONS y. Fire Urpr Use Only I) Buslnmg N=e-711b AVE. 1N�DRg..PJAL,PAR*Nz /_ / �) Addrr;w l S1 l5 4.W 149Lf --City/Ca 11 3) Type of Slrucnae: (Chest I Box) Date - 4TH til I<'M- C) II Oae Hour', TII One Hour CONDITIONALLY AP "OTA A • r . 1 � •� ❑ IV Heavy Tunber• V-0ne Hour AN ROV�OF 3 T N+AiMAu�aomwV_Ns�E �'VO4WMFTS �ET I 1q 7 PukN d) Total Buildhig Squam Footage-! _(�5�G ��'�61, 1� - 1=� _UE�T' pU1Lpl1�[ti) Use the lai:geu aggr &_- floor arm of a"'floaL3 'r'CjUsive of fne=ninm aS defined by UBC Secdon 407 floor arca. In Types L and II FR.�;onsrrucdon only, the three largest successive floor arm,s shalt be used. 5) Building Fire Flow,(BFB: _!2., from UFC Table A-III A-1. (See Fire blow Calcolabnn DLst uai6n Handout, Pg. 8) 6)I a Single Ora Upncy HaZa d- I pp0 (BFF) X I.5_(Occupancy FWar) — Required Fire Flow (fill in line 81 _ ..dap o y�D.^^- t ; b Muldple Occupancy Hazard_ Orsxtpr�tey - - - --- occ sY L bldg sq ftO=Tan cT occ sq ft = --—bldg h %BA OmiparCy cacc sq ft - bldg sq ft = %RA ICY_ - occ s9 ft ; bldg sq ft = _l.9o13A 7) OccuMicy X l=acier_ % BA X gpm BFF X (oac fl[) _ FFttt % BA X _ gpm BFF X (ocC fact) -- FF R BA X gpm BFF X ______ (o¢ &a) _ FF yp•• pi.. �.4..r _ ...•.. ?...wn.. wry.T.v-r��p•. w�'1�I1r,T .., en. f.. ,A .. ,. W... ,q, ^.,.r. ,k ,ter •y,•-,� r 09/181,97 09-37 '0501 526 2518 TV FIRE MARSHAL �++ h► fllui AA1�il�fA�. 1t� ��0+9 08:51 'a'60J 620 2098 iFlow Worn Med 2. 8) 'Tonal Regttuui Fire Flow' -- _— , ,••' 9) Onditod Roaua d Frte 1'lavr (Qs+e only one of lincs.a, b, or c) r i multiply r.:&=8 by 75% for full fire alarm _ _ or C b_ Ddiiltiply 11vr_o by 50% Pir automate spdal6r proux9on or C. u-hippo inc 8 by 25% for(:rntral station supervised automatic.sprdnlder pcutect7on _ � ` 10) Available Prue Flaw- - '9 (o O10 t Rotmd of numbcrs to neatest wools VJUdirg Attiz 11'•i I^::z Fii»v Example- Apartment bimlo ing with games Type V-14 construrj4on, tggregare sgtu footage 12,000 square feet- Csarafes 3,500 square fret, aparnnents 8,500 Kum fed', P,FF — 3,000 gpm_ 1 Apartment '8,50(1 occ,stl it + 12,'000',bldg sq ft 71%.BA 1 Garages 3,500 oCc u $: + 12,000 bldg Sq ft 29% BA � 71% (BA) X 3,U00 gpm (BPF) X 1.0 (ors fa.c) 2,130 Urn 29`!6 (BA) X 3.000 gpm`.(FOM k=1.1 (occ fac) — 957 gpm ITotal Requited Fire How 3081 �m "'be required fire flaw of this building is grr2mcr than 3,CXxl gprn, thetcfore, either arta separation walls (see Fire Prevention Ordinance Sec 22 ox Fie Flow Calculatior. Instructions, Pg_ 3 Sec.. 4) complying with UBC Sec. 505(1) would nerd to be installed or one bi'the automatic. spddAWer.Jtrana1xS or eeuwd station supervised alarm system (see Fite Prevention Ordinance Sdc. 23B or Fire:Fiow Calculation instructions, Pg,. 7-Sec. 5(e)). One _ nay atso upgrade the type of constmclicn. The same applications are tr t if required fire flaw its grcal&r than available fire flow. ' 1.if single hazard, place atLstaer bn Line R_ If multiple- occupancy ultipleoccupatncy hazard, skip to line 6b.:' when multiple c_cu.pancy hazards are Roused within a •single fire flow area, tt,e bu..ldi.hg fire flow shall be faactored out to the ratios of flocs. areae, houcing varinus occupanci.rae_ Each portion of the building fire flow for a q}ven occupancy hazard shall be multiplied by the occupancy factor and then added together to .produce a required fire flow- 2- low_2_ This information is availA.ble from the fire district unle-ss the building lding Is ir, a crawly df--valoped area or new fire mains are to be instailled. If the latter is the-'case, please provide engi.nee-peed CITY OF TIGARD _ ELtCTRICAL. PERMIT DEVELOPMENT SERVICES PERMIT #: Fl-f'97-0008 13125 SWH8118►vd., TOW,Of 97,223 (503)6394171 DATE ISSUED: 01/08 '97 /. YO�10 Jft-) �}C c';;.�,,c 1 1 >` l� t PARCEL: 2S 1 1308-00300 5, TE ADDRES!-.. . . SUBDIVISION. . . . .. ZONING: <•. BLOCK. . . . . . . . : LOT. . . . . . . . . Project Description: add i service/feeder and 15 branch circuits ------------------------------- ---RESIDENTIAL --_---_-_-_-_ _---RESIDENTIAL UNIT---.-- ---TEMP SRVC/FEEDERS---- - MISCELLANEOUS--- — 1000 SF OR LESS. . . . : 0 0 - 2*00 amp. . . . . . . : 0 F'1.JMP/IRRIBAT ION. . . . : EACH ADD' L 500SF. . . : 0 E:01 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTO. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL_/PANEL. . . . . . . : 0 MANF. HM/ SVG/FDR. . : 0 601+amps-1.000 volts. : 0 MINOR LABEL ( 10) . . . e 0 -----SERVICE/FEEDER•---- -- - -BRAh1CH CIRCUITS------- ---ADD' L INSPECTIONS--- 0 - 200 Amp. . . . . . : 1. W/SERVICE OR FEEDER: 15 PER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 - 600 ramp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amp. . . . : 0 _.___._-___-_-- -.--PLAN REVIEW SECTION----------------- 1000+ am.p/volt. . . . . : 0 )=4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owneri -------------------------------------------------- FEES ----------------- TIGARD TUALATIN SCHOOL_ DISTRICT type amolar.t by date recpt 13137 SW PACIFIC HIGHWAY PRMT $ 135. 00 TAT 01/08/97 97-288595 5PC'T d E). 75 TAT 01 /08/97 97-288595 TIGARD OR 97223 Phone #: 684-2'.235 Contractor: ----------------------------------------.-----------------•----------- 1 FRAHLER ELECTRIC CO 1.41. 75 TOTAL 11860 SW GREENBURG RD ------ REQUIRED INSPECTIONS TIGARD OR 97223 Ceiling Cover Undergrol.tnd Cove Phone #: 503-639-4827 Wall Cover Elect' ]. Ser-vice Rey #. . : 37410 This persit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore, Specialty Codes and all other Perm • v yee Si gnat *e? applicable laws. All worN will, be done in aCL,rdance with / �% / approved plans. This persit will expire if work is not s.arted within SAB days of issuance, or if work is suspended for sore than 18P days. Ise'-led By -------_ ._----_-___.__-----__--- ----- -- OWNER INSTALLATION ONLY-- ----- __..__.__._--•-------_______ The installation is being made on property I own which is not intended for- salQ, lease, or rent. OWNER' S SIGNATURE: DATE.: ---------- ______----._—__-CONTRACTOR INSTALLATION SIGNATURE OF SUPR. FLEC' N: DATE: LICENSE NO: Call for inspection — 639-4175 i r isle ... _ ., ... ,. .. .... .. F Community Development ELECTRICAL PERMIT APPLICATION � 13125 SW Hall Blvd. Tigard, OR 97223 PlanclURec. # Permit # Phone (503) 639-4171 Date Issued FAX (503) 684.7297 Issued by — CITY OF TIOARD TDD No. (503) 684-2772 Inspection (503) 639-4175 {t • 1. Job Address: WOR , ORDER b 56818 4. Complete Fere Schedule Elelow: ZISS of DeveiO meet Number of Inspections prrr permit allowed i Irvice included Items Cost(ea) Sum � City/State/ZipT I G A R D� H R E G O N 4a. Residential• par unit 4 1000 eq It or lana $1 it)00 Name or name of business I_ A M F I F M F N T A W V E portion och rdda ere f sq h or ( )�I — porlron iMneot $i.5 00 _ 1 Commercial® El Limited Energy, z5 00 Each Menul'd Home or Modular Dwelling Servroo or Feeds, $98 00 2a. Contractor Installation only: 4b.Services or Feeders Installation,alteration or relocalron ` Electrical Contractor F R A H L E R E L E C T R-I-C _ 200 amps or leas woo D 0 �0 0 Address 1 1&6 0 : W G R E E N E3 D R G R 0 8 D 201 401 amto 400 amps $e0 00 mp@ l0 900 amps S1:0 00 City P-9122-1— A R D State�_LL Zip 9 7 l 7� 601 amps to 1000 amts s19n 00 Phone No. 6 3 9-4 6 Z 7 Over 1000 amps or volts �_— $34000 Contractor's License No. ;C Reconnect only $5000 Contractor's Board Reg. No. 3 Z 4 1 0 4c.Temporary Services or Feeders Installation alteration,or relocation 7 Signature of Su r. Elec'n MJ zoo amps or leen $5000 g p -- 201 ampa to 4n0 amps $7500 2 License No._ 1);1 f, Phone No._�Z q_a F,)] _ 401 amps to 900 empe S10000 -- (Her Ono wpm to 1000 voila 2b. For owner installations: I!I_ see•b•afros 4d. Branch Circuits Print Owner S NameRETURN APPLiIu�T� Naw,alteration or extension per panel Address s)The fee for branch orculta w1th pu cho"of service or feeder Me. 2 City— S Lip_ Farah branch circuit _ $5 00 15 Phone No. _ b)The tea for branch circuits felftKV he installation is being made on property I own which is purchose of""ince or bodes 111". 2 First branch cirma $3500 2 not intended for sale, lease or rent. Each additional brand circuA $500 Owner's Signature 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or irrigation circle $4000 2 Each sign or"line lighting $4000 - Signal circurt(s)or a limited energy 2 Please check appropriate diem and enter fee In section 5B. p,nel.alteration or extension i $4000 4 or more residential units in one structure Minor LAW&;10) $10000 _ SerV"and fender 2^5 amps or more -System over 600 volts nomine! 4f. Each additional inspection over _ Classified area or stns.lure containing special occupancy the allowable in any of the above as described in N EC Chapter 5 Par insfwfinn -- $3500 — Pnr hour _ $55 M In Plant � $55 00 Submit 2 sets of plant with application where any of the above -- apply. Not required for temporary construction services. 5, Fees: NOTICE 5a. Enter total of above fees $ _], �' - U 0 5%Surcharge(05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTIiU!'T,)ON Sf/btotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5b. Enter 251%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review it required(Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal COMMENCED ❑ Trust Accountill $ Balance Due $ 141 . 15 I I � i V a' } his 1. Tigard-Tualatin 7'1 School District 23J Larry Hibbard Administration center 131:37 S.W. Pacific Highway � Tigard,Oregon 97223 s Tel. (503)620-1620 Fax (503)6842296 Vctober 15, 1996 Dave Scott Building Official City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Dear Dave: Enclosed are the contract docum-cnts concerning the purchase of the PGE property adjacent to Durham Elementary School. i The District appreciates your working closely with us in regards to the purchase of the property and the completion of the Durham Elementary expansion. 1f you have any questions or concerns please contact me at 684-2235. :c Sincerely, 4, onald R. Hudson Project Manager Ji r ^P ;1� M i�' ;•n, a !v Our commitment is to educate everystudent to be a successful and responsible contributor in our cbanRing ux)rld. t � ��.,-�' 't.i ':1T"?'' ,�1 Y. f 1�'+`�.!t •.r� � t"�'t'... ! 411 Yt�ll � I � �r' I, I .iC M,i yl ESCROW AGRERIKZNT �, Mcago ide (PURCHASER)WN Insurance Company ESCROW NO. 4200-20190 JG 5285 Meadows Rd. Suite 148 ESCROW OFFICER Jan Godsey Lake Oswego, OR 97035 DATE: August 29, 1996 A. GENERAL INSTRUCTIONS: r TO: CHICAGO TITLE 7NSURANCE COMPANY OF OREGON, ("Escrow Agent") . Property Description: (as shown in Preliminary Title Report issued by CHICAGO TITLE INSURANCE Co. under Order No. 139888 dated 05/26/)5, a copy of which has, been received end approved by the undersigned.) PURCHASER deposits with Escr:-ow Agent under: these instrucLions sales price In the sum of: $110,000.00 as follows: Contract in the amount of $82500.00; balance of funds due in the form of a cashier' s check or wired funds { I , I and will deposit with you such other sums and items as may be required to enable you to comply ) with these instructions, which sums and items you are authorized to deliver, release or pay over when you hold for the account of the Purchaser the following: 1 1. Contract of Sale in form acceptable to Purchaser showing Purchaser's interest; 2. An ALTA (1992) form of owner's TiLle Insurance Policy prcwidiny Standard Coverage in the sum of $110,000.00 insuring Purchaser's interest subject to printed conditions, stipulations, exclusions and exceptions to coverage in the usual form, matters attaching by, through, orti under the Purchaser, and the following paragrapns of the preliminary title report referenced above: 1 6,8,9 B. PAYMENTS: Purchaser agrees to pay and authorizes payment and deduction from and credit- to j the gross sum above specified in accordance with the Purchaser's 'tentative Escrow Statement ' attached hereto and made a part hereof. Items shown on the Tentative Escrow Statement. may be adjusted to accommodate exact amounts required at the time of disbursement. t C. PRORATE: It is understood that mortgage insurance premiumiti, if any, water, sewer, I waste collection, electricity and other utility charges and inventory for fuel will be adjusted between Seller and kurchaser outside this escrow. Escrow Agent shall prorate as of Recording of Deed ' 1te following yitems: Property taxes "t and charge or credit Purchaser' s account accordingly. Assume a 365-day year in any prorate 'r herein provided and u.,less the parties otherwise instruct, use the amount contained in the last available taxstatement (which may include reductions based on any deferral or exemptic -1l � rental statement as provided by the seller, lender'3 statement, and fire insurance policies delivered into escrow for the prorate provided above. In the event any lender' a statement reveals a deposit, account or funds fr-r a future payment obligation of the loan, adjust accordingly. r D. RSCORD]'NOr Escrow Agent will record/file the necessary legal instruments and then pay offs such incumbrances of record as may exist at time of recording/filing such instruments, and 0 shall not be responsible for liens attaching after said date. Purchaser hereby acknowledges t that they have and shall have continuing obligations to cooperate with Escrow Agent in good faith to enable Escrow Agent to fulfill its responsibilities under this agreement. Such cbligations of Purchacer shall survive the closing of the transaction de cribed herein and 4 shall include, without limitation, the obligation to (I) disclose to Escrow Agent any liens, encumbrances or any other rights, claims or matters known to Purchaser which affect or relate � to the property and transactions referred to in this agreement, an(j Hi) return to Escrow Ayf- for proper disposition of any funds, documents or other property which are for any reason improperly or mistakenly released to Escrow Agent or to Purchaser . In accordance with the lender' s instructions, Escrow Agent is authorized to place on the publi record any documents required by such lender to secure its lien on the subject premises. Escrow Agent is further authorized to comply with its instrur.tions to record such documents F' prior to r ing _he `u,ld.: cl ,r, � ' !,c� '1` 'nnrr-•-d by the ]ander pur!!u,ilnt to the loon a, A. GENERAL INSTRUCTIONS: TO: CHICAGO TITLE INSURANCE COMPANY OF OREGON, ("Escrow agent") . IProperty Description: las shown in Preliminary Title Report issued by CHICAGO TITLE INSURANCE 11 CO. under Order Na. 139888 dated 05/26/95, a copy of which has been received and approved by the undersigned. ) PURCHASER deposits with Escrow Agent under these instructions sales price in tine sum of i; $110,000.00 as follows: Contract in the amount of $82500.00; balance of funds due in the form of a cauiier's check or wired fundq and will deposit with you such other sums and items as may be required to enable you to comply with these instructions, which suras and items you are authorized to deliver, release or pay over when you hold for the account of the Purchaser the following: 1. Contract of Sale in form acceptable to Purchaser showing Purchaser's interest; 2. An ALTA (1992) form of Owner's Title Insurance i'olicy providing Standard Coveraye In the sum ui $110,000.00 insuring Purchaser's interest subject: t,, printed conditions, stipulations, exclusions and exceptions to coverage in tl:e usual form, matters attaching by, through, on under the Purchaser, and the following paragraphs of the preliminary title report referenced above: 6,8,9 H. PAYMENTS: Purchaser agrees to pay and authorizes payment and deduction from and credit to the gross sum above specified in accordance with the Purchaser' s Tentative Escrow Statement attacheu hereto and made a part hereof. Items shown on the Tentative Escrow Statement may be adjusted to accommodate exact amounts required at the time of disbursement. C. PRORATE: It is understood that mortgage insurance premiums, if any, water, sewer, waste collection, electricity and other utility charges and inventory for fuel will be adjusted between Seller and Purchaser outside this escrow. Esciow Agent shall prorate as of Reccrding of Deed i the following items: Property taxes and charge or credit Purchaser' :; account accordingly. Assume a 365-day year in any prorate herein provided and unless the parties otherwise instruct, use the amount contained in the last available tax statement (which may include reductions based on any deferral or exemption) rental statement as provided by the seller, lender's statement, and fire insurance policies delivered into escrow for the prorate provided above. In the event any lender' s statement reveals a deposit, account or funds for a future payment obligation of the loan, adjust accordingly. : D. RECORDING: Escrow Agent will record/file the necessary legal instruments and then pay off such encumbrances of record as may exist at time of recording/filing such instruments, and shall not be respo,..,_'lle for liens attaching after said date. Purchaser hereby acknowledges that they have and shall have continuing obligations to cooperate with Escrow Agent in good faith to enable Escrow Agent to fulfill its responsibilities under this agreement. Such obligations of Purchaser shall survive the closing of the transaction described herein and shall include, without limitation, the obligation to (i) disclose to Escrow Agent any liens, encumbrances or any other rights, claims or matters known to Purchaser which affect or relate to the property and transactions referred to in this agreement, and (ii) rotur.n to Escrow Agpii for proper disposition of any funds, documents or other property which are for any reason improperly or mistakenly released to Escrow Agent or to Purchaser. in accordance with the lender's instructions, Escrow Agent- is authorized to place on the publi record any documents required by such lender to secure its lien on the subject premises. Escrow Agent is further authorized to comply witr► its instructions to record such documents prior to receiving the funds required to be disbursed by the lender pursuant to the loan agreement. RECITALS E. ELECTRONIC TRANSFER: Escrow Agent may, in its discretiori, receive and/or disburse any funds in connection with this escrow by electronic (wire) transfer. `1T M I CHICAGO TITLE INSURANCE COMPANY OF OREGON • BUYERS ESTIMATED gETI'LEMENT STATEMENT Buyer: 'ri.gard-Tualatin School D.istric Escrow No. : ;%'00-20190 JG Order No. : 139888 Date: 08/29/96 r Seller: Portland General Electric Co. 1 t�' r i 1, F Property See attached legal descriptio Address: Escrow Officer: Jan Godsey Date: 08/29/96 Charges Credits i Purchase Price. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110,00().00 C I County taxes from 07/01/96 to 08/30/96. . . . . . . . . . . . . . . . . . . . . . . 140.30 i Escrow Fee to CHICAGO TITLE INSURANCE CO. . . . . . . . . . . . . . . . . . . . . 197.50 Contract recording to CHICAGO TITLE INSURANCE CO. . . . . . . . . . . 63.00 Contract balance with seller. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82,500.00 ` Sub-totals 10,260.5(1 C13640.30 Balance due from Buyer �. . 27,620,20 Estimated Totals 110,260.50 110,260.50 i The above figures are estimated and subject to adjustments prior to the disbursement of funds. Tigard-Tualatin School Distric 1. 1st. n r i 'I iig�=-1•Tualatin Su tuua ..... 3`1898 Buyer: UaLe: UB/29/96 Seller: Portland General Electric Co. ~ C� g � fj :f4, Property See attached legal descriptio Addretas: Dale: 08/29/96 Escrow office": Jan Godsey Charyes Credits i 1110,000.00 e i Purchase kric . . . . . . . . . . . . . . . . . . . a 140 .30 County taxes from 07/01/96 to 09/30/96. . . . . . . . . . . . . . . . . . . . . . 197.50 Escrow Fee to CHICAGO TIV,U INSURANCE CU. . . . . . . . . . 63,00 Contract recording to CHO CHICAGO TITLE INSURANCE C . . . . . . . . . . . t n2,5�J.00 Contract balance with seller. . . . . . . . . . . . . . . . . . . . . . . • • • • • • . • • • 110,26U.50 82,640.30 Sub-totals ���>�JG. 27,G. .zo Balance due from Buyer 110,260.50 110,2G0.50 '. Estimated Totals t The above figures are estimated and subject to adjustments prior to the disbursement of 1 funds. Tigard-Tualatin School Distric rr: " a•. i l iF y•M r v r I, ZU VW'y*=;= --- •" ,,,. 'M yr, vk- .nom. r F. COPIES► When requested to do so, copies of the Escrow Instructions and Closing Stateme"t showing disbursements, in accordance with these instructions, may be delivered to all Real Estate Brokers & Agents who consummated the transaction, the mortgagee or to my attorney. O. CEPOSITS: All Checks, money orders or drafts will be processed for collection in the normal course of business. Escrow Agent may co-mingle funds received by it in escrow with escrow funds of others, and may, without limitation, deposit such funds it its custodial u+ escrow accounts with any reputable trust company, batik, savings bank, savings association, or other financial services entity, including any affiliate of Escrow Agent. IC iq understood that Escrow Agent shall be under no obligation to invest the funds deposited with it on behalf of any depositor, not shall it be accountable for any earnings or incidental benefit attributable to the funds which may be received by Escrow Agent while it holds such funds. Purchaser is hereby informed chat Escrow Agent deposits all funds into a non-interest bearing credits and benefits including, but not limited to account and receives or may receive certain checks, deposit slips, data r.rocessing and account services from or through various banks as a result of the bank.ina relationships maintained in the regular course of its escrow and title insuzance business. Seller waives any and all rights or claims with respect to such credits and benefits received by the Escrow Agent or any affiliates thereof. } A good faith estimate of the benefits received (based on 1991 activity) is $3.2.65 per escrow transaction. rhis disclosure .is made in compliance with Oregon Administrative Rule 863-50-065. (l. I (We) acknowledge receipt of the above disclosure. I H. CLOSING► For purposes of this agreement, Escrow Agent shall have completed the closing i at such time as documents necessary to transfer title and/or create the security interest required for funding have been accomplished. Immediately following closing, as defined herein, Escrow Agent shall be entitled to payment of all fees charged for services provided. Any funds held for satisfactions/release of liens and encumbrances which have been paid through this escrow may be transferred from the account i herein to the appropriate department for processing. HORROViER(S) ACKNOWLEDGE THAT, PURSUANT.' TO REGULATIONS ADOPTED UNDER THE REAL ESTATE SETTLEMENT PROCEDURES ACT, I (WE) HAVE A RIGHT TO REVIEW THE RUD-1 SETTLEMENT STATEMENT ONE DAY PRIOR TO CLOSING AND DO HEREBY WAIVE SUCH RIOHT AND INSTRUCT THE SETTLEMENT AGENT, CHICAGO TITLE INS. CO. OF OREGON, TO PROCEED IN ACCORDANCE WITH ALTERNATIVE SECTIONS OF SUCH REGULATIONS. I. ACCOUNTING: The Company will retain any excess funds after disbursement of the closing escrow and will make all reasonable effort to forward those funds to person(s) entitled thereto. The Company will charge an accounting fee of $10.00 and will charge an additional fee of: $10.00 for each additional month the funds are held in the event person(s) entitled to such funds cannot, after reasonable and diligent effort, be located. J. TIME: These instructions slis-1.1 be binding on Escrow Agent until the close Of business oil 30 days from date hereon and be performed within said period unless written demand by the Purchaser is made upor Escrow Agent fer the revocation hereof: any sucli written notice shall be t effective upon rece'.,,t of such notice. If these instructions have not been revoked prior to , expiration of such 30-day period, Escrow Agent shall have the option Of performing in accordance with these instructions. ' K. ARBITRATION: Except as noted in paragraph (2) below, if any dispute or claim arises out of or relates to this agreement, or to the interpretation or breach, thereof, Escrow Agent may at its election, (i ) hold all matters in its existing status pending resolution Of such dispute or (ii) it shall be resolved by arbitration in accordance with the then effective arbitration rules of Arbitration Service of Portland, Inc. or the American Arbitration Association, whichever organization is selected by the party which first initiates arbitration by filing a claim in accordance with the filing rules of the organization selected, and any judgment upon the award rendered pursuant to such arbitration may be entered in any court having jurisdiction thereof. In the event suit or action is brought, or an arbitration proceeding is initiated, to enforce or interpret any of the provisions of this agreement, or which is based thereon, the prevailing party shall be entitled to reasonable attorney's fees in connection therewith. The determination of who is the prevailing party and the amount of reasonable attorney's fees to be paid to the prevailing party shall be decided by the arbitrator(s) (with respect to attorney's fees incurred prior to and during the arbitration proceedings) and by the court or courts, including the court which bears any exceptions made to an arbitration award submitted to it for confirmation as a judgment (with respect to attorney's fees incurred in such cci►firmpr inn l.. Lir;•Vo 1~1. .�.� ...._ � � � _ 3''T^N Wllh normal couCse u1 bu8illU&S. Ltd. 1 uW Agti,t. ❑,, y u n,il.�.ic II,lt3 "'r�'1 V�3 li" t' in P escrow funds of others, and may, without limitation, deporjit such funds it its custodial or escrow accounttl with any reputable trust company, bank, savings bank, savings association, or other financial services entity, including any affiliate of: Escrow Agent. It is understood that Escrow Agent shall be under no obligation to invest the funds deposited with it on behalf of any depositor, nor shall it be accountable for any earnings or incidental benefit attributable to the fundi wh'ch may be received by Sscrow Agent while it holds such funds. Purchaser is hereby informed that Escrow Agent deposits all funds into a non-interest bearing account and receives or may receive certain credits and benefits including, but not limited to checks, deposit slips, data processing and account services from or through various banks as a result of the banking relationships maintained in the regular course of its escrow and title ) . to such credits insurance business. Seller waives any and all rights or claims with respect and benefits received by the Escrow Agent or any affiliates thereof. �. A good r.aith estimate of the benefits received (based on 1991 activity) is 532.65 per encruw transaction. This disclosure is made in compliance with Oregon Administrative Rule 863-50-065. I (We) acknowledge receipt of the ibove disclosure. i H. CLOSING: For purposes of this agreement, Escrow Agent shall }lave completed the closing at such time as documents necessary to transfer tittle and/or create the security interest ! required for funding have been accomplished. g closing, iEer followin , as defined herein, Escrow A , ,t shall be entitled to payment of Immediately 9 all fees charged for services provided. Any .funds held far satisfactions/release of liens and l encumbrances which have been paid through this escrow may be transferred from the account ` herein to the appropriate department for processing, BORROWER(S) ACKNOWLEDGE THAT, PURSUANT TO R.EGtILATTONS AD,IPTEC ',.D1[ ' R THE REAL ESTATE SETTLEMENT PROCEDURES ACT, I (WE) HAVE A RIGHT TO REVIFW THn"RUU-I. SETTLEMENT STATEMENT ONE DAY PRIOR TO CLOSING AND DO HEREBY WAIVE SUCH RIGHT AND INSTRUCT THE SETTLEMENT AGENT, CHICAGO TITLE I-NS. CO. OF OREGON, TO PROCEED IN ACCORDANCE WITH AL'T'ERNATIVE SECTIONS OF SUCH REGULATIONS. I. ACCOUNTING: rhe Company will retain any excess funds after disbursement of the closing escrow and will make all reasonable effort to forward those funds to person(s) entitled j thereto. The Company will charge an accounting fee of $10.00 and will charge an additional fee of $10.00 for each additional month the funds are held in the event person(s) entitled to such funds cannot, after reasonable and diligent effort, be located. J. TIDE- These instructions shall be binding on Escrow Agent until. the close of business on 30 days from date hereon and be performed within said period unless written demand by the Purchaser is made upon Escrow Agent for the revocation hereof; any such written notice shall be effective upon receipt of such notice. If these instructions have not been revoked prior- to expiration of such 30-day period, Escrow Agent shall have the option of performing in accordance with these instructions. K. ARBITRATION: Except as noted in paragraph (2) below, if any dispute or claim arises out of or relates to this agreement, or to the interpretation or breach, thereof, Escrow Agent may at its election, (i) hold all matters in its existing status pending resolution of such dispute or (i.i) it shall be resolved by arbitration in accordance with the then effective arbitration rules of Arbitration Service of Portland, Inc. or the American Arbitration Association, whichever organization is selected by the party which first initiates arbitration by filing a claim in accordance with the filing rules of the organization selected, and any judgment upon the award rendered pursuant to such arbitration may be entered in any court having jurisdiction thereof. In the event suit or action is brought, or an arbitration proceeding is initiated, to enforce or interpret any of the provisions of this agreement, or which is based thereon, the prevailing party shall be entitled to reasonable attorney's fees in connection therewith. The determination of who is the prevailing; party and the amount of reasonable attorney's fees to be paid to the prevailing party shall be decided by the arbitrator(s) (with respect to attorney's fees incurred prior to and during the arbitration proceedings) and by the court or courts, including the court which bears any exceptions made to an a�.bitration award submitted to it for confirmation as a judgment (with respect to attorney's fees incurred in such confirmation proceedings) . (2) In the event of any dispute over t:he disposition of an earnest money deposit held by Escrow Agent less tt:en $2,500.00, Escrow Agent shall have the option of interpleading said i, fund in the Distric'. Court or Small Claims Division of the same. } EXCLUSIONS L. VARIOUSI Escrow Agent has no liability or responsibility with respect to any matters • connected with the following (unless expressly authorized herein) ; (1) Compliance with requirements of the Consumer Credit Protection Act or Inter-State Land Sales Act, or similar laws; (2) Compliance with the requirements of Oregon Revised Statutes 537.330 (related to water rights) anti any similar laws; (3) Compliance with the requirements of Oregon Revised Statutes 448.271 (Related to Well Testing) and any similar laws; (4) Provisions of ORS 537.788 regarding well ownership information notices; (5) Title to any personal property, or encumbrances thereon, including, but not limited to, personal property taxes, sales tax, instruments filed under the Uniform Commercial, Code, water rights, or leased equipment on - premises; (6) Forgeries or false personations of any person or party in connection with these instructions or this escrow; (7) Interest and/or penalties assessed due t-o any delay in updating county tax assessment records. M. FIRPTAt Escrow Agent assumes no liability or responsibility for the collection, with- holding, reporting or payment of any amounts due under Section 1445 and 68390 of the Internal j Revenue Code, as amended, and regulations adopted thereunder (commonly called FIRPTA) . Escrow I` Agent is not the agent of the parties for purposes of law and/or regulation and Escrow Agent has made no representation concerning the effect of such law and/or regulation on any party to escrow. Any determination of whether the withholding or payment of any tax is due pursuant to such law and/or regulation shall be made by the parties outside of escrow and Escrow Agent hereby advises each party to contact his or her attorney or tax advisors regarding any questions on the applicability of such law and/or regulation to this transaction. Notwith- standing the fact that Escrow Agent assumes no liability or responsibility to the parties for compliance with Section 1445 and 6039C of the Internal Revenue Code and regulations adopted thereunder (commonly called FIRP":A) , Escrow Agent reserves the right to take any action require of said law and/or regulation without further instruction by the parties to this escrow. N. PRACTICE OF LAWS Purchaser has been specifically informed that Escow Agent is not licensed r to practice law and no legal advice has been offered by Escrow Agent or any of its employees. Purchaser has been further informed that Escrow Agent is acting only as an escrow holder and is forbidden by law to offer any advice to any party respecting the merits of this transaction or the nature of the instruments utilized, and that it has not done so. X 0. ADVICE: 7urchaser has not been referred by .Escrow Agent to any named attorney or attorneys ' or discourag-d from seeking advice of an attorney,but has been requested to seek legal counsel un his own choosing at his own expense, if PurchaAer has doubts concerning any aspect of this transact in'.. t P. DOCUMENTSt Purchaser further declares all instruments to which it is a party, if prepared by Escrow Agent, have been prepared under the direction of its attorney or itself and ); particularly declares that copying legal descriptions from title reports into forms of dr.eds, r�Cc. or reforming of legal descriptions or agreements is, or will be solely at its direction and request. Q. RmEwt Purchaser has been afforded adequate time and opportunity to read and understand the escrow instructions and all other documents referred to therein. R. SPECIAL INSTRUCTIONS: (x) See attached ( ) None S. Purchaser acknowledges that all terms and conditions of the earnest money agrk'�ment, amendments or addenda tho~:,co, na.- complied with to tie satisfaction of Purr taser or will be complied with outside of. escrow. + T. IT IS UNDERSTOOD BY THE PARTIES SIGNING THE ABOVE ESCROW INSTRUCTIONS OR i THOSE ESCROW INSTRUCTIONS WHICH ARE ATTACHED HERETO THAT SUCH INSTRUCTIONS CONSTITUIE THE WHOLE AGREEMENT BETWEEN TIiIS FIRM AS AN ESCROW AGENT AND YOU AS A PRINCIPAL TO THE ESCROW TRANSACTION. THESE INSTRUCTIONS MAY NOT INCLIME ALL THE TERMS OF THE AGREEMENT WHICH IS THE SUBJECT OF THIS ESCROW. READ '.f^HESE INSTRUCTIONS CAREFULLY, AND DO NOT SIGN THEM UNLESS THEY ARE ACCEPTABLE TO YOU. Executed on this day of Tigard-Tualatin School Distric i . t c'.'cm innce I, !'I,r ' ,�c�U1 Femr'11t W l' I '` L' wales 1 igl,i :aJ .u:(i "lly si,.,ii.0 �. ( ' t Statutes 44E1.27i (Related to Well 'Testing) and any simiiar Laws; (4) Provisions of URS 531.78b regarding well ownership information notices; (5) Title to any personal property, or encumbrances thereon, including, but not limited to, personal property taxes, sales tax, instruments filed under the Uniform Commercial, Code, water rights, or leased equipment on I premises; (6) Forgeries or false personations of any person or party in connect_on with . these instructions or this escrow; (7) Interest and/or penalties assessed due to any delay in updating county tax assessment records. M. FIRPTA: Escrow Agent assumes no liability or responsibility for the collection, with- . holding, reporting or payment of any amounts due under Section 1445 and 6939C of the internal Revenue Code, as amended, and regulations adopted thereunder (commonly called PIRPTA) . EBCrUW Agent is not the agent of the parties for purposes of law and/or regulation and Escrow Agent has made no representation concerning the effect of such law and/or regulation on any party :o escrow. Arty determination of whether the withholding or payment of any tax is due pursuant to such law and/or regulation shall be made by the parties outside of escrow and ,Escrow Agent, hereby advisee each party to contact his or her attorney or tax advisors regarding any questions on the applicability of such law and/or regulation to this transaction. Notwith- standing the fact that Escrow Agent assumes no liability or responsibility to the parties for compliance with Section 1445 and 6039C of the Internal Revenue Code and regulations adopted thereunder. (commonly called FIRPTA) , Eacrc,•t Agent reserves the right to take any action require of said law and/or regulation without furth !r. instruction by Che parties to this escrow. _ N. PRACTICE OF LAW: Purchaser has been specifically informed that Esciow Agent ie not licensed to practice law and no legal advice has been offered by Escrow Agent or any of its empicyees. Purchaser has been further informed that Escrow Agent is acting only, as an escrow holder and is forbidden by law to offer any advice to any party respecting the merits of this transaction or the nature of the instruments utilized, and that it has not done so. to any named attorney or attorneys 0. ADVIQ<: Purchaser has not been referred by Escrow Agent uested Co seek legal counsel or diP.:ouraged from seeking �idvice of an attorney.but has been req on his own choosing at his own 2xpens�, if Purcl.a4er has doubts concerning any aspect of this traisaC,'Jon. k� P. DOCUMENTS+ Purchaser further declares all instruments to which it is a party, if prepared by Escrow Agent, have been prepared under.- the direction of its attorney or itself and particularly declares that copying legal descriptions from title reports into forms of deeds, etc. or reforming of legal descriptions or agreements is, or will be solely at its direction . and request. Q. REVIEW: Purchaser has been afforded adequate time and opportunity to read and understand +. the escrow instructions and all other documents referred to therein. R. SPECIAL INSTRUCTIONS: (x) See attached ( ) None 8. Purchaser acknowledges that all terms and conditions of the earnest: money agreement, I amendments or addenda thereto, have been complied with to the satisfaction of Purchaser or f will be complied with outside of escrow. T. IT IS UNDERSTOOD BY THE PARTIES SIGNING THE ABOVE ESCROW INSTRUCTIONS OR THOSE ESCROW INSTRUCTIONS WHICH A:2E ATTACHED HERETO THAT SUCH INSTRUCTIONS CONSTITUTE THE WHOLE AGREEMENT BETWEAN THIS FIRM AS AN ESCROW AGENT AND YOU AS A PRINCIPAL TO THE ESCRO►•T TRANSACTION. THESE INSTRUCTIONS MAY NOT INCLUDE ALL THE TERMS OF THE AGREEMENC WHICH IS THE SUBJECT OF THIS ESCROW. READ THESE INSTRUCTIONS CAREFULLY, AND DO NOT SIGN THEM UNLESS THEY ARE ACCEPTABLE TO YOU. Executed on this _ day of 'Tigard-Tualatin School Distric FORWARDING ADDREiSs __ EFFECTIVE DATE • ESCROW NO. 4200-20190 JG HATE: Auyut�l 2111, 1996 SPLCIAL INSTRUCTIONS Tile following special instruction-4 are !iereby read and approved: It is hereby acknowledged by the undersigned that the Rea] IisLnLe Contract being executed and recorded herein wns deposited in escrow by the seller. The parties have reviewed and . ereby approve said contract as to content, farm, and terms, and understand that collection of said contract is handled outside of escrow. Chicago _ Title Insurance Company is hereby held harmless and free from liability from the above stated items. Seller and purchaser are aware that the taxes have not been certified by Washinyton County and you are unable to obtain an accurate tax amount for purposes of prorate. You are hereby authorized and instructed to prorate taxes based on the amount of $953.52, which is the 1995.96 taxes. If there is any discrepancy in said amount at the time the 1996-97 taxes are billed, said discrepancy will be satisfied between the parties outside of this escrow with no liability or responsibility to CHICAGO TITLE INSURANCE COMPANY. c. As it may take 4 to 6 months, or more, for the County Tar Assessment Records to be t. updated with the name and mailing address of the new ownee. the parties herein agree that it is the responsibility of the purchaser herein to ccltact the County Tax Assessor directly to obtain the Lax bill, prior to the next installment due date. Seller herein agrees to forward any tax bill received after the close of this escrow directly to the purchaser herein. Chicago Title Insurance Company shall be held harmless from any loss, liability or responsibility in connection with any interest and/or penalties assessed as a result of any delay in payment of any tax installment after its due date, after the close of this escrow. l ! I s i' wl It is hereby acknowledged by Lite undersigned that the Real Gstate Contract. being executed and recorded herein was deposited in escrow Ly Lite seller. The paLties have reviewed and hereby approve said contract as to content, form, and terms, and understand that collection of said contract is handled onside of escrow. Chicago Title Insurance Company is hereby held harmless and free from liability from Lite above stated items. Seller and purchaser are aware that Lite taxes have not been certified ,y Washington County and you are unable to obtain an accurate tax amount for purpose& of prorate. You are hereby authorized and instructed to prorate taxes based on the r,mount of $853.52, which is the 1995-96 taxes. If. there is arty discrepancy in said amount at the time the 1996-97 taxes are billed, said discrepancy will be satisfied between Lite parties outside of this escrow with no liability or responsibility Lt, CHICAGO TITLB INSURANCE COMPANY. As it may take 4 to 6 months, or more, for the County Tax Assessment Records to be updated with the name and mailing address of the new owner, the parties herein agree that it is the responsibility of the purchaser herein to contact the County Tax Assessor directly to obtain the tax bili, prior to the next installment due date. Seller herein agrees to forward any tax bill received after the close of this escrow directly to Lite purchaser herein. Chicago Title Insurance Company shall be held harmless from any loss, liabiliLy or responsibility in connection with any interest and/or penalties assessed as a result of any delay in payment of any tax installment i after its due date, after Lite clone of this escrow. y Y I` I` 1 1: I rta�.i• y ` A i� .ry � Mr e R.,.:.n, .o. �,,..,�......�.MV'7(..y,+•f,,p,. n y„� ,.,: ,.q. ....�,N ,.a. ,..M:s '►•z.. ,,,,,y..y�,... ��.,V..d.,y r 4 !' r i CONTRACT This contract is effective as of March 1, 1996 and is by and between Portland General Electric Company ("Seller") , whose address is 121 SW Salmon Street, . Portland, Oregon 97204, and Tigard-Tualatin School District No. 23J ("Purchaser") , whose address is 13137 SW Pacific Highway, Tigard, Oregon 97223. s, Seller agrees to sell. and the Purchaser agrees to purchase for the price and a on the terms and conditions set forth below that certain real property and any and all improvements thereon situated in Washington County, State of Oregon, described as follows: Please see attached Exhibit A. Such real property and any at,� 81d improvements thereon is hereafter referred to as the "Property". TERMS, CONDITIONS, AND COVENANTS i 1. Purchase Price and Payments Purchaser promises to pay as the total purchase price for the Property the sum of one hundred and ten thousand dollars ($110,000.00) . Such amount shall be paid as follows: r a. The sum of $27,500.00 paid upon closing. b. The remaining unpaid principal balance of $82,500.00 sh 11 be paid in annual install�iments of no less than $20,625.00 each, plus simple L'Q,r�1 6.t �:ue interest at the rate of 10 ercent per annum on the unpaid balance. The first cf such instal men shall be paid on or before the first ` 7c-' day of. Marcn 1997 and subsequent installments shall be paid on or before March 10 of each year thereafter until the entire purchase • %�� price, including both principal and interest, has been paid in full . f,f Purchaser has a right to prepay any amount without penalty at any time. ,CIO c, Each payment shall be applied first to interest to the date of payment and the remainder shall be applied to the principal balance. d. Seller will not subordinate to other financing. i 2. Taxes a The Property has been centrally assessed fc,r the 1995-1996 tax year and the pro rata share for the Property is being calculated. This pro rata i tax amount levied against the Property for the current tax year shall be prorated between Seller and 'rurchoger Pn of the date of closing. Purchaser agrees to pay when due all taxes and assessments which are thetpafter levied against the Property or have the Property declared �, a exempt. Purchaser shall l.rovi.de proof of payment of taxes upon request. u i .R„ , , :7���a�Nwn.�......�..... ..............._,. ,. ................ � tu_!.��L,t.OL;A.�+W'iS�,S•'�(' h` i 3. Property Excluded i The Property does not include the yard debris, concrete and asphalt rubble, cardboard box, and street sign situated on the property. Within 40 days after the closing, Purchaser shall cause this material to be removed from the property by a third-party vendor, but this material is not being purchased by the Purchaser and Purchaser has not assumed any environmental duties or liabilities in connection with this material. 4. Liens Purchaser shall keep the Property free from all public, municipal, statutory, and constru(J.ion liens which may be imposed in the future upon the Property during the existence of this contract and the attachment of any such liens on the Property without immediate action by the Purchaser to remove or bond off the lien within 25 days of the filing date is considered by the. parties to be a material breach of this contract. S. Maintenance and Insurance Commencing with the date of possession and at all times during the term of this contract, Purchaser shall: a. Promptly comply with all laws, ordinances, regulations, directions, rules, and requirements of all governmental authorities applicable to the Property or to the use or occupancy of. the Property and in this connection, promptly make all required repairs, alterations, and additions. b. Keep the property free from any nuisance. c. Keep ._]1 L:.ildings and improvements now existing, or which shall be placed on the Property, insured against fire and other casualties covered by a standard policy of fire insurance with extended coverage endorsements naming Seller as an additional insured. The policy shall contain a waiver by the insurance carrier of subrogation against the Seller. The policy shall be written in an amount. ac least equal to the greater of the full replacement value of such buildings and improvements and that amount which is sufficient to avoid application of any coinsurance clause, with loss payable to Seller and Purchaser as the respective interests may appear, and shall contain a stipulation providing that coverage will not be canceled or diminished without a minimum of thirty (30) days' written notice to Seller by the insurer. Certificates evidencing the policy shall be delivered to Seller. In the event of loss, Purchaser shall give immediate notice to Seller. Seller may make proof of loss if Iirchaser fails to do so within ten (10) days of the casualty. All prt,ceeds of any insurance on the Property shall be held by Seller. If Purchaser elects to restore the Property, Purchaser shall repair or replace the damage or destroyed improvements in a manner satisfactory to Seller. Upon .satisfactory proof of restoration, Seller shall reimburse Purchaser from the proceeds for their reasonable cost of restoration. if Purchaser elects no: to restore the Property, Seller shall retain a sufficient amount of the proceeds h,t to pay all amounts due under this contract. Any proceeds which have 2 1 _ e`r t v n .c M rr, i �, } �} i 5.,,;t�' ,r,,r•4!i r e�`'�� �j r 1 r`��iybyf� �!� ���'�t�"t ,`�'�•r '`il , � � i''- r' i , K.r,+ ro'rr*rwy •y nr,.w: yv r'+'. "'. `�✓ `� .W a. 1 not been paid out within 30 days after their receipt and which Purchaser has not committed to the restoration of the Property shall be used first to prepay accrued interest and the principal of Purchaser's indebtedness. 6. Indemnification Except with respect to hazardous materials and environmental contamination on or in the vicinity of the property, if any, which preexisted this contract, Purchaser shall defend, indemnify, and hold Seller harmless against any and all claims, demands, lawsuits, injuries, damages, penalties, expenses, attorneys' fees, including attorneys' fees on appeal, and costs which arise out of this contract or Purchaser's use or ownership of the Property and including but not limited to: (a) use or condition of the Property or any part thereof; any act on the part of the Purchaser or its agents, contractors, licensees, or invitees; (b) any violation of federal , state, or local laws, ordinances, or regulations by Purchaser or its agents, contractors, licensees, or invitees; (c) any personal injury or property damage occurring on or about the Property on or aftei the effective date of this contract; and (d) any failure on the part of the Purr,iaser to perform or comply with any covenant required to be performed or complied with by Purchaser. 7. Title Insurance Seller shall furnish at Seller's expense a purchaser'! policy of title insurance within a reasonable time after closing. Such policy shall insure Purchaser against loss or damage sustained by Purchaser by reason of the unmarketability of Seller's title or liens or encumbrances thereon, excepting matters contained in the .us+►al printed ezcepti.ons in F.uch title insurance policy and excepting restrictions, covenants and easements of record, zoning ordinances, and building and use restrictions. 8. Deed { Upon payment of the total purchase price for the Property and performance by the Purchaser of all the terms and conditions of thig contract, Seller shall deliver to the Purchaser a statutory Bargain and ;.ale Deed conveying the Property free and clear of all liens and enc!►mbrances except those placed upon the Property by Purchaser or suffered by Purchaser subsequent to the date of this contract and excepting restrictions, covenants, and easements of record, zoning ordinances, and building and use restrictions. 9. Default a. Time is of the essence of this contract. A default shall occur if: (1) Purchaser fails to make any payment at any time it is due, or (2, Purchaser fails to perform any other obligation imposed by this contract, or 3 w, F'tiw �E Q1,M11411-alf CIO Y ' (3) Purchaser becomes insolvent, a receiver is appointed to take possession of all or subsequent part of Purchaser's properties, Purchaser makes an assignment for the benefit of creditors or files a voluntary petition in bankruptcy, or Purchaser is the subject of an involuntary petition i.n bankruptcy which is not. r dismissed within 90 days. if Purchaser consists of more than one person or entity, the occurrence of any of these events as to any one such person or entity shall constitute a default hereunder. b. In the event of a default, Seller may take one or more of the following steps: (1) Declare the entire principal balance of the purchase price and Interest immediately due and payable. (2) Foreclose the contract. (3) Specifically enforce the terms of this contract. (4) Declare a forfeiture pursuant to ORS 93.90 et seq or as amended. (5) Seller shall be entitled to the appointment of a receiver as a matter of right, whether or not the apparent value of the Property exceeds the amount of the balance due hereunder and any receiver appointed may serve without bond. Employment by Seller shall not disqualify a person from serving as a receiver. Upon taking possession of all or any part of the Property, the receiver may: (a) Use, operate, manage, control, and conduct business on the P-oper.ty and make expenditures for all maintenance and improvements as in its judgment are proper; (b) Collect all rents, re,,enues, income, issues, and profits from the Property and apply such stuns to the expenses; (c) At Seller's option, complete any construction in progress on the Property and in that connection pay bills, borrow. funds, employ contractors, and make any changes and plans or specifications as ';^flet deems appropriate. ' If revenues produced by the Property are insufficient to pay expenses, the Receiver may borrow from Seller or otherwise such sums as it deems necessary for the purposes stated in this paragraph and repayment of such sums shall be secured by this contract. The amount^ borrowed or advanced shall }" bear interest at the same rate as the balance of the purchase price hereunder from the date of expiration until repaid and shall be payable by Purchaser on demand. s (d) The remedies provided above shall be nonexclusive and shall be in addition to any other remedies provided by law. i c 4 i�. i 1 1 c. If this agreement is breached by Seller, Purchaser shall be entitled to any and all remedies ay. t lable at law or in equity, including specific performance . I 10. Condemnation If Property or anv part thereof is taken by condemnation, Seller is empowered to collect and receive all compensation which may be paid for any Property taken or for any damages to Property not taken ani# all _ condemnation monies so received shall be applied at Seller's election I# upon the unpaid balance of the purchase price in reduction thereof or to the repair or restoration of any Property so damaged and any excess over S the ;inpaid balance of the purchase price shall be delivered to the Varch+tser or its order. 11. Notice Any notices under this contract shall be in writing and shall be effective when actually delivered or deposited in the mail, registered or certified, addressed to the parties at the address stated below or such other addresses as either party may designate by written notice to the other. Seller: Property Department Portland Ceneral Electric Company 121 SW Salmon Portland OR 972.04 464-8120 Purchaser: Tigard-Tualatin School District 23J 13137 SW Pacific Highway Tigard OR 97223 620-1620 12. Waiver Failure of Seller at any time to require performance of any provision of this contract shall not limit the right of Seller to enforce the provision nor shall any waiver by Seller of any breach of provision be a waiver of any succeeding breach of that provision or a waiver of that provision itself or any other provisions. 13. Representation and Condition of Property - Purchaser accepts the isnd and all other aspects of the Property in their present condition "AS-IS" , without any representations or warranties, expressed or implied, unless they arc in writing, signed by Seller. Purchaser agrees that he should .ascertain from sources other than Seller � the applicable zoning, building, housing, and other regulatory ordinances and laws, that Purchaser accepts the Property with the full awareness that these ordinances and laws as they may affect the present use or any intended future use of the Property, and that Seller has made no representation with respect thereto. Purchaser i.s not assuming any environmental risks or liabilities for hazardous materials or 5 11 V. F i environmental contamination on or in the vicinity of the property; if any, that. preexisted this contract. 14. Costs and Attorneys' Fees In the event a claim for relief is instituted to enforce or interpret any of the terms of this contract, the prevailing party shall be entitled to recover from the other party such sum as the court may judge reasonable as attorneys' fees at trial or on appeal, in addition to all other sums � provided by law. In the event either party pays an attorney to advise them or to take action on their behalf due to the fault of the other party, then they may recover the reasonable attorieys' fees for such services frcr, the other party or add deduct them frim the balance of the purchase price. 15. Prior Agreements This document is the entire final, complete agreement of the parties pertaining to the sale and purchase of the Property and supersedes and replaces all written and oral agre,meiits heretofore made or existing by and between the parties or their rel.resentati.ves insofar as the Property is concerned. lli. dumber . Gender, and Captions As used herein, the singular shall include the plura. and vice versa. The masculine and neuter shall include the masculine, feminine, and I neuter as context requires. All captions used herein are intended solely 1 foc convenience of reference and shale in no way limit any of the provisions of this contract. 11. Successor Interest This contract shall be binding, upon and inure to the benefit of its parties, their successors and assigns but no i-nterest of the Purchaser shall be assigned, subcontracted, otherwise transferred voluntary or involuntary without the prior written consent of Seller and the consent of the holders of any superior encumbrances. Consent by Seller to one transfer shall not constitute consent to other transfers or waivers of I. this section. Purchaser and any other person at any time obligated by the performance of the terms of this contract hereby waive notice and consent to any and all extensions and modifications of this contract gram_.' by Seller. Any such extensions or modifications will not in any way rel• tse, discharge, or otherwise affect liability of ary person at any time obligated under this contract. `. 18. Addresses for Tax Statements Until a change is requested, all tax statements shall be sent to the following address: Tigard-Tualatin School District 23J f I 131.37 SW Pacific Highway Tigard OR 97223 I 6 {! ..... x 1 J 19. Ppjlicable Law Th-� parties agree that the laws of the State of Oregor shall be utilized in the construing of this contract and %nforcing the rights and remedies - of tete parties. 20, Survival of_ Covenant^ Any covenant, the full :erforma,ice of which is noc required prior to the closing or final payment of the purchase price, shall survive the closing and final payment of the purchase price and shall be fully enforcee,ble in accordance with its terms. 21. Conditions This contract is conditioned upon its approval by an authorized vice pres.'(dent of Portland General Electric Company and by the Public Ut.lity Commission. 22. Possession The Purchaser is in possession of the property at the present time on a specific permit, and possession will formally pass upon closing of this contract. 'S This instrt►ment will not. allow use of the property described in this document in v_-'ation of applicable land use laws F.nd regulations. Before signing or accepting this instrument, the person acquiring fee title to the property should checl, with the appropriate city or county planning department to verify appropriate uses. ,, >h 7 S yKt �FP� 6 IN WITNESS WHEREOF, the parties have caused this contract to be executed in duplicate, as of Lite date and year first above written. PORTLAND GENERAL ELECTRIC COMPAITY (SELLER) By _-4 o. nw.,— Fred D. Mil.ler, Vice President TIGAR.G-TUALATIN SCHOOL DISTRICT 23,1 (PURCHASER) y __ By STATE OF OREGOI County of 19 ,, Fred D. Miller personally appeared before me, being duly sworn, said that he is the Vice President, of Portland General Electric Company, and that the foregoing instrument was signed in behalf of said corporation by authorit; of its Board of Directors and he acknowledged such instrument to be its voluntary act and deed. ' Notary Pu c fo the/gtate of Oregon of rICIAt scAL DAVID N.LARSEN NOTARY PUBLIC OREGON i COMMISSION NO 018470 MY COMMISSION EXPIRES OCT 7 1996 pp,,// My commission A&expires ��` STATE OF OREGON County of1jl On 1y�;lC' 19�1�, k'_L1�i!'il I kJ I and personally appeared an, acknowledged the foregoing instrument be the voluntary act and deed of Tigard-Tualatin School District 23.1 . i Not-fry Pub Y,7 •e State of regon NOW INK IAWM4W.at NOTARY KKKIOAEfiON 11 .y COM4II$�OIy N0.�1 MY 0.041Sr1M 9(°IREC O€CFA1BtA i7,1?9N My commission expires IPS-30725 8 �,..w, ..,per .► .y.a.7 r .�. ...., ;, �v�wgrMq � f `I ■ EXHIBIT A The following desciibed Tracts I and 11 being portions of those certain: lands in the Northwest Quarter (NW-1/4) of Section Thirteen (13), Township 2 South, Range I West, Will:metle Meridian, Washington County, Oregon, described in Deed Books 161 at Page 119 and 218 at Page 203, Washington County Deed Records: TRACT 1: Beginning at a point on the South line of Durham Road at the intersection thereof with the Easterly line of County Road No. 531; thence South along the Easterly line of County Road No. 531 to the NoHhwe.st corner of TRACT 11 hereinafter described, thence East along the North line of TRACT 11, 20 feet to a point; thence Nortll along a line parallel to and 20 feet Fast of the East line. of County Road No. 531 to the South line of Durham Road; thence West along the South line of said road line to the point of beginning. TRACT II: Beginning at a point on the East line of County Road No. 531 at the Southwest corner of TRACT I above described; thence South along the Fast line of said road 325 feel to a point on an Easterly projection of the Southerly line of tract conveyed to Durhanh School District No. 82 b_y Deed of Record in Rook 322 of Page 470, Washington County Deed Records; thence Easl along said projected line of the School District tract 305 feet to a point; thence Norah parallel with the East line of sail County Road No. 531 325 feet to a point; thence West 20.5 feet parallel with the saia'Projected southerly line to the point of beginning. IPS2-6537 I�- 7 ` A t1,1 SEARCHRFF 219 16:49 a inn 2 � CLASSES CMP CICO STATUS AL.AR11 i bu14U CCMMAND�' ALL CICO TYPES: ALL ALARMS ALL STAT TYPES: ALL ACCOUNTS : FROM : Dante 08/22/96 Time 1'i:3o throuahs Data x:18/22/96 Time 16:49 Sonics verston 6.0 Durham Elementary )8/22/96 1,3134 :23 FIRE ALARM ::33 CANCL Alarms '?El/22 i 96 13:35 s29 Acct Rr-*snt rotai ")P/2P/96 1-4:,36 :42 fire alarm :44 FIFE ALARM � :�9 CANCL AlArms C►e IH2/96 13 047 -03 fire alarm a : 13 FIRE A_ARM i :28 CANCL Alarms 106/22/96 13s3Q : t7 fire alarm :34 FIRE ALARM 47 CANCL Alarms v0.``y aF .• :54 fire aiarm o4� ')B/22/96 13:40 14 FIRE :36 View Alarm :48 fire a l arm ()8/22/96 13:41 ! 15 CANCL A `�r'�+• SopI farms �►�s`�. �.� „� 06/22/96 1:3-4c yA �.� :26 FIRE' ALOPM a�atcdll +y :58 fire alarm 08/22/96 13:43 0' 1. 11 CANCL Alarms : 14 FIRE ALARM :27 fire alarm ,<•*� :3-':1 CANCL Alarms s43 Acct Reset 'fatal f •f�� End of Report + �#; i 1 1 AUG-19-496 MON 14:09 SEIIG LEE RUEDA FAX NO. 5032244836 P, 01/03 s SBL1G/LhE/RUEDA 413 S.W. Ash Street Portland, Oregon 97204 r tel. 503 . 224 . 0173 rex 303 . 224 . 4836 PUNCH LIST NUMBER TWO (2) - AREA "D" ADDITIONS AT DURHAM ELEMENTARY SCHOOL Friday, 16 August 1996, 8:00 a.m. Weather: Sunny Temp: 60 Deg. PPrs onto-test; Kip Gladder, Hary Wingard. Geoff Wenker, Xavier kuuda R a f By: Xavier Rueda ,t Add follawing items to TO Punch List; i I. Generallltems: Install metal edge 13/3.2 and 14/3.2 at call toilet rormis with (-T_ � 2. Classroom D 1: (3. North Woll: I) Touch up door frame scrcitche%bolh jambs. 2) Door Relite: Screws not drawn tight. b. West Wall: Door Relite; Screws not drawn tight. C. Ceiling: Sonit,of sensor nut anchored. d. Floor: 'I Carpet has numercis wrinkles. 3. Classroom D3: a. West Wall: 1 I Repair dings and touch up (3 low/3 high). 4, Custodian Da: a. East Wall: Touch up lower left corner above base. In. South Wall; Touch up lower right corner. C. Wast Wall: Touch up lower Ieft comer. N�1 ■ A R C H I T F. C T 3 P L A N N E R S .,wy .r�V'.�; .1 I. '^.1 Y•'w P'^`AY'w..b•Wgr M..mow '..'lf fa.��t �iwl .. .. MY 'Vr f ..k;.lrrf/1 Y 'Mr J ..4r'R�r • I V { 1 { 2 AUG-19-96 MON 14:10 5ELIG LEE RUEDA FAX NO, 5032244E.J6 P. 02/03 t � a , S. Classroom D6: a. East Wall: Touch up south edge of exterior door (red paint on whit,�.j b. West Wall. Point under sink '-epair scratch). f C. Ceiling: 3th from west/3rd from north: Repair durtiaoe of lila. d. Floor. Carpet edge along HM,.vindow sill not flat, 6. Classroom D7: a, East Wall: 1 j Touch uQ rad paint on white door. 21 Repair screw pip at south end of wall (aver ;loorj. South Wall- Repair dent on 1B metal trim at base of 3id panel from east. e Ceiling: 1) Repair damaged the 2nd form southlith frorn west. 2) Repair damaged We 4ih from west/3rd from north (next to light). 7. Classroom D8: a, E:est Wall: Touch up ext-rior door. Red point on wl lite. b Ceiling: Grid sagging at NW corner (ohove cioo.) d. Gfrft Toll*1 D10 a. North Wall: Grout void at NW corner, b. South Wall: 1 I Seale between HM bi fck and cuiling. 2) Repair hole of wall below left lay. 9. Vestibule D 11: a. East Wall: Repak dings north of door jamb and touch up. 10. Sfomge D12: a. Floor floor covensd with overspray. Option. Clean or rwtnlih with epoxy. 11. D14: O. East Wall: Clean wall below sink. or touch up. r• b. West W¢II: Install ft,re;hold. C. Ceiling Light lens missing (east a 4 , 1 AIIG-19-96 MON 1410 SELIG LEE RUEDA FAX NO, 5032244836 P. 03/03 12. Nall DIS: a. North Wall: Repair ding with Bondo on low loft jamb ctnd touch up door frame. b. Ceilirg: Repalr darnage 4th tint from west next to light. 13, Music D 17: o. General Items: Not ready for Inspection. 14. 019: a. East Wall: Clean 1B above MB. b. South Wall: Adjust folding partition (too tight). Is. 02O: a. East Wan: Touch up red paint on white door (righl Jamb). Ib. D21: a. West Wall: Install door hardware, i. b. Ceiling. Water stain on file center of hall next to lighi, END OF PUNCH LIST a t _..�r v' . .. rv,.. d.ti.,., yw. y,..r -5-,.,w.wy : Y, v..e.. ... • - re •w :.w,,,.M....,.-., r. yy ELECTRIC PERMT CITY OF TIGARD PERMIT #l: ELC96105.35 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 08/14/96 13125 SW Hell Blvd Tigard,Oregon 97223081W (503)039-4171 ��j�,1,/„ �� �`,y�,yl,1 � PARCEL: 2511300-1710300SITE ADDRE:SS. . . : �-�# SUBDIVISION. . . . : ZONING: BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . 5 Pru,joct Descriptions Installing two branch circuits. i ----..--•-.-.-.-_-..-._.___ ______-_ ___ --._--...._ ' _-RESIDENTIAL UNIT---- ---TEMP SRVC/FEEDERS---- -----MISCELLANEOUS------ i 1000 SF OR LESS. . . . : 0 0 - 200 ,amp. . . . . . . s 0 PUMP/IRRIGATION. . . . : �D EACH ADD' L 5008F. . . a 0 201 400 amp. . . . . . . s 0 SIGN/OUT LINE FE LTG. . : 0 LIMITED ENERGY. . . . . a 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+amps--.1000 vo It s. s 0 MINOR LABEL c10) . . . : 0 -----SERVICE/FEEDER----- ----BRANCH CIRCUITS----- ---ADD' L INSPECTIONS---- i 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDERS 0 PER INSPECTION. . . . . 1 0 201 - 400 amp. . . . . . a 0 1st W/O SRVC OR FDR. 1 1 PER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRCs 1 IN PLANT. . . . . . . . . . . 1 0 601 1000 amp. « . . . 0 -----------------PLAN REVIEW 1000+ amp/volt. . . . . : 0 > =4 RES UNI•fS. . . . . . . . a > 600 VOLT NOMINAL. . : Reconnect only. . ,. . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. e Owner: ---------------------------- ------------------------ FEES -___-_____._-_--_. TIGARD TUALATIN SCHOOL DISTRICT type amount by date recpt 13137 SW PACIFIC HIGHWAY PRMT $ 40. 00 CJS 08/14/96 96-282865 ' 5PrT $ 2. 00 CJS 08/14/96 96-282863 TIGARD OR 97223 Phone #: 684-2235 Contractor: -------------------------•------------•----------- ------' " PORTLAND ELECTRIC CONST. INC $ 42. 00 TOTAL PO BOX 586 1 ---- - -- REQUIRED INSPECTIONS --- - -- OREGON CITY OR 97045 Phone 4: 503-655-2E81 Reg #. . : 51764 !— _ This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Permittee S i gnat i.tre applicable laws. All work will he done in accordance with approved plans. This permit will expirt if work is not started within 191 days of issuance, or if work is suspended for more than 189 days. Issued By INSTALLATION Me installation is being made on property I own which is not. intended for sale, lease, or rent. L: OWNER' S SIGNATURE- DATE: _-____...-.-----.---•-.-.-_-_-.--_--CCINTRACTOR INSTALLATIOIV SIGNATURE OF SUPR. ELEC' N: mu, - DATE- LICENSE ATE:LICENSE_ NO: Call for inspection - 639-4175 :r1r-R t i "............ ............... Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd Tigard, OR 97223 Permit # Date Issued - Phone (503) 639-4171AEM { FAX (503) 684-7297 CITY OF TIGARD TDD No. (503) 684-2772 ■ Inspection (503) 639-4175 1. Job Address: K)Y0 SU-)�u�ti�n. � 4. Co,nplete Fee schedule Below: Number of Inapectlorn par permit allowed ' Name of Devetopmentl�l''•r� el Number Sum Service included Items Address_ ` 4a. Residential -per unit City/State/Ziq�JIL'T -� '_�-/.�-- -- 111000 Ads„7�/'" ` EachIonsq. ft.1 Isaa _ .,/ �ln+s/ '�fi''� Each addnknsl 400 sq.R or I Name (or name of business) _ $2500 - --•� porton thereto $25.00 1 Residential ��� �3 J Limited Energy (;ommerclal Each Manufd Home or Moduli► tee 00 2 Dw*linq Service or Feeder 2a. Contractor installation only: 4b. Services or Feeders installation,alienationor retorAltion 2 4/SI�,/� S'1i' V►^T i 200 amps or less $W 00 '_lectrical Contractor,�t'tr $ oo 2 ` 20t amps to 400 amps 2 Addf8S9 ✓' - 4lr� 401 amps to 600 amps (120.00 _�_ 2 CI���r��� , ;r�7"f State ZIP_.Z.- 601 amps to 1000 amps 2140.00 2 Phone d N- �s ''�'� aver 1000 amps or volts __s $340 00 r� Reconi ed only . S50 00 2 .lob N0.21 ---- contractors license NO �•Zy�'� 4c. Temporary services or Feeders Contractor's Board Reg. No.. / �� nstpiiinion,alteration,or relocation 2 /i ,Q ton amps or less 2 Signature of Supr. Elec'n /- 201 amps to 400 amps $50.00 Licdnme No. �.a' S Phone No.l�^. ' 401 amps to 600 amps _- 175.00 l Over 800 smps to 1000 Vona $100.00 1 sae"b"above, 2b. For owner installations: 4d. Branch Circuits Print Owner's New,all"inn Or extension per^-ne R) nis fen for branch cscults wt.fr 2 Address _„ --- ---- purchase of service Or master 1106 State --iP-_..-_ Each use"creurt - S500- Phone NO. b)The fee for branch circum wlthour 2 raw. The installation is being made on praperhf I awn whit:, Is purchase of ser-Ace or IssMr brarlel.clrcun sss oo "'� 2 oat intended for sale, lease or rent Gach rddnlonal branch rlrcurt $5.00 Owner's Signature ___ _.-. ___ 4e. M1scellaneaus z (Service or feeder not included) 2 Esch pump a irrigation circle 540.00 _ _ 3. Plan Review section (if required): Each sign or outlkte lighting r- Sao oo Signal circunre)or a limited energy Please check appropriate item and enter fee in section 5B. Minor Lapels anesmion 110) or extension $$40. M 4 or more residential units In one structure - __ 00.00 Service and feeder 225 amps or mnre 4f. Each additlonsV inspection over System over(30o volt nominal the in any of the ahove +- Classified area or structure containing special ocr:upancy oe-Inspe ian 135.00 as described in N.E.C. Chapter 5 Per hour $55.00 In Plant $55.00 - Submit 2 seta of plana with application where airy A the above apply. ,lot required for temporary construction services. 5. Fees: / 5a. Enter total of above fees S � I NOTICE 5% Surcharge (.05 total fees) $ Subtotal PERMITS BECOME VOID IF WORK OR CONSTRUCTION 5b. Enter 25% of line A for AUTHORIZED IS t,',IT COMMENCED WITHIN 180 DAYS. OR IF Plan Review if required (Sec.3) $ CONSTRUCTION OR'NORK IS SUSPENDED OR ABANDONED FOR Subtotal 3 A PERtOU OF 180 DAYS AT ANY TIME AFTER WOPK IS COMMENCED. «at�^aM«. Trust Account # $ .m 9p lance Due I ddee�� 44'� t ;A' zb4tsYl ' 7V ELECTRICAL PERMIT CITY OF TIGARD RESTRICTED ENERGY COMMUN" DEVELOPMENT DEPARTMENT PERMIT #: ELR96-0175 13125 SW Hall Blvd Tirnrd,Oregon 9722396199 (503)630-1171 DATE ISSUED: 05/29/96 <��'"' (► r5 .� -�c,F.CQ�I. 1'1 PARCEL: 2S113OB-00300 BITE ADDRESS. . . : 08040 SW DURHAvM� RD SUBDIVISION. . . . : ZONING: DLUCK. . . . . . . . . . .2 LUT. . . . . . . . . . . . . : Pr•o,ject Descriptions ----------------------------------------- 0. RESIDENTIAL---------- B. AUDIO & STEREO. . . : AUDIO & STEREC'. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . . I-ANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . . CLOCK. . . . . . . . . . . . MEDICAL. HVAC. . . . . . . . . . . . . : DATA/TELE COMM. . : X NURSE CALLS. . . . . . . . : VACUUM SYSTEM. . . . : F"IRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER: : : MVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL_. . : INSTRUMENTATION. : OTHER. . : . . TOTAL # OF SYSTEMS: 1 Owner: ------------------------------------------------------ FEES TIGARD TUALATIN SCHOOL DIST. type amount by date recpt 8040 SW DURHAM RD PFRMT X 40. 00 CJS 05/29/96 96--2799.3,. 5PCT 4 2. 00 CJS 05/29/96 96--2799-3.:- TIGARD OR 972,24 Phone #: f:ontractor: OP I TEC INC $ 42. 00 TOTAL 7324 SW DURHAM RD __.___•__ REQUIRED INSPECTIONS ------ y PORTLAND OR 972:4 Wall Cover Elect' 1 Final Phone #: 503-6:39-2871 Elect' l Service Reg #. . : 64137 This pertit is Issued subject to the regulations contained in the Tigard Municipal Code, Ptate of Ore. Specialty Codes and all other Perm it e e Si gnat applicable lass. All work will be done in accordance with approved plans. This pertit will er:pire if work is n(ir started rt within 188 days of issuance, or- if work is suspended for tore �!'fe�s �c�N•,e�t — --.--_. than 180 days. Issued By --.- --_---____..----.---.-------.------OWNER INSTALLATION ONLY-- -- ---- ---------- --.____.___._. The installation is being made on property I own which is not intended for- s a I P or^salelerse, or rent. OWNER' S SIGNATURE: DATE: I _.-_-----------..-CONTRACTOR INSTALLAT ION ONI_Y----------__._-_._.-_._._---.____.___-.__.__ S I GNA T'JRE OF SUPR. ELEC' N: DATE: L. ICENSE NO: Call for- inspection - 639--4175 4 ..,r.,• . .,. ..,yam. ... .. ..- _ •.•yen ,r., M,,..,,�., •,.w .,yy��...», iP„^•r` f ' AOL 1-r e e t- Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard,OR 97223 PERMIT N_j&L?q6 U 7!; Phone(503)639-4171 FAX(503)684-7297 DATE ISSUED S-P9-96 _ TDD No.(503)684-2772 CITY OF TIOARD Inspection (503)639-4175 ISSUED BY ��j [rr �►c{r....�Ji s PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK X040 Sw D-,,-,t, Ro — �r Address RESIDENTIAL--Restricted Energy Fee . . . . . . . . . S4ll.SlII Tlu 0 to q-7 (1()R ALL SYSI f MS) City State Zip Lhmk Type,of Work Involved: i,. PFRMITS ARL NON-TRANSFtRABLE AND NON-REFUNDARLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems IS NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR AT)DAYS ❑ Burglar Alarm 2. CONTRACTOR APPLICATION ❑ Garage Door Opener* w ❑ Heating,Ventilation and Air Conditioning System* Contractor_(`) SiVI. type _ ❑ Vacuum Systems' ❑ Other Address 7 3 aH-- --_1JJA✓1�+'+ _Q —. i Date s - 4S_��p W COMMERCIAL—Fee for each cyst�m . . . Q QQ Ii (SEE OAR 918-260-260) Property Owner_ � - AAs_^ _ Sfi 11th fll�t Check Tyne of Work Involved: Contractor's Board Reg. No. •, �° L L1i; _ ❑ Audio and Stereo Systems ❑ Holler Controls Phone � � ' _a i _ -- ❑ Clock Systems 1 3. OWNER APPLICATION Data Telecommunication Installations ❑ Fire Alarm Installation ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control' City State Zip ❑ Medical This permit Is issued under OAR 918-320.370 This applicant agrees to make only ❑ Nurse Calls restricted energy instalhtions 1100 volt amps or less)under this permit and to do the ❑ Outdoor Landscape Lighting' following: 1. Only use electrical licensed persons to do installations where required.(Certain ❑ Protective Signaling i residential and other transartiorts are exempt from licensing.These have ❑ Other asterisks(').All others need licensing). 2. Call for an inspection when all of t1w installations under this permit are ready for inspection at 503.6394175. ❑ Number of Systems I. Purchase separate permits for all installations that are not ready for inspection -� when the inspector is out to inspect under this permit. •No licenses are required. Licenses are required for all other Ins alkt,ins. 4. Assume responsihtlity,for assuring that all cor ections required by the inspector are done,and 5. Assume responsibility for calling for a final it tpection when all of the .5. FEES corrections are completed. the person signing for this permit must he t;•e applicant or a person a. Enter Fees $ LlD ' authorized to hind the applicant. -- I b. 5%Surcharge(05 x total above) Signature TOTAL Authority if other than applicant ENERGAP.CHP CITY OF TIGARD ELECTRICAL PERMIT -- � COMMUNITY DEVELOPMENT DEPARTMENT RESTRICTED ENERGY 13125 BW Hall Blvd.Tigard,Oregon 97223.8199 (503)839.4171 PERMIT #s ELR96-0168 DATE ISSUED: 05/29/96 J bpgv �uJ "~IJu!Z I,T•�+ /� PARCEL: 2S i 1300-00300 SITE ADDRESS. . . : SUBDIVISION. . . . : ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : Project Description: Data communications. ------ --------------------------------------------------------------------------------- A.-___- -_--.----_-_---__--._-_-------------------------------- A. RESIDENTIAL--------- B. COMMERCIAL--------------------------------------- AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGEOPENER. . . . : CLOCK. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . . HVAC. . . . . . . . . . . . . : DATA/TELE COMM. . : X NURSE CALLS. . . . . . . . : VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . : : : TOTAL M OF SYSTEMS: 1 Owner: ----------------------------------------------------- FEES ---------------- 1IGARD TUALATIN SCHOOL DISTRICT type amount by date recpt 13137 SW PACIFIC HIGHWAY PRM-i f 40. 00 CJS 05/29/96 96-279914 5PCT f 2. 00 CJS 05/29/96 96-279914 TIGARD OR 97223 Phone 11: 684-2235 Contractor: --------_------.--------------------------------.-_-_ -------_-_-_---. OPITEC INC $ 42. 00 TOTAL 7324 SW DURHAM RD ------ REQUIRED INSPECTIONS ---- -_ PORTLAND OR 97224 Wall Cover Elect' 1 Final Phone M: 503-6:39-2871 Elect' l Service Reg #. . : 64137 This permit is issued subject to the regulations contained in the —\�?�til. �._._ Tigard Municipal Code, State of Ore. Specialty Codes and all other F'e r m i t e e S I g n z t u r e applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of Issuance, or if work is suspended for mare than 188 days. I.;sued Ey __--•.--------------.____-.---nWIJER INSTALLATION ONLY•_-----_.---------___----__----. _ The installation is being made on property I own which is not intended for- sale, lease, or rent. OWNER' S SIGNATURE: DATE: -------------------------CONTRACTOR INSTALLATION ONLY--- _._.--•--_--_•--------_--_-__-_ SIGNATURE OF SUPR. ELEC' N: DATE: LICENSE NO: Call for inspection - C39-4175 � '� N'•- r^q'•w. ^y^Yw M", 'h ''.•� „M, � .�/y 4 � w. ."� r Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. PERMIT # F'LR46-O a'6X 0 Tigard,OR 97223 — -- �. . Phone(503)63Q-4171 FAX(503)684 7297 DATE ISSUED - a9 9h TDD No.(503)664-2172 CITY OF TIGARD Inspection (503)639-4175 ISSUED BY f-hat,--c 1. PLEASE COMPLETE ALL SECTIONS I . 1. LOCATION OF INSTALLATION 4. TYPE OF WORK ,I u Sup c��41 r>,n /V �. Addres RESIDENTIAL•—Restricted Enin�qy Fee . . . . . . . . . 140M ?SbhZn _ CTL _ (FOR ALL SYSTE.�1S) City State Zip Check Ilpit.,of Work In:'oived: I PERMITS ARE NON-TRANSF[RABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems IS NI 17 STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR Wa 180 DAYS. ❑ Burglar Alarm f=. 1. CONTRACTOR APPLICATION ❑ Garage Door Opener* ` ❑ Heating Ventilation and Air Conditioning System* rt Contractor !?EEL Type ❑ Vacuum Systems° W ❑ Other Address 731ILA 1 SW ✓M!lf+s Rd Date __ _ COMMERCIA'---Fee for each system . . . . . . . . 140A (Sri-OAR 918-260-260) i, Property Owner _�-C►L]Q4Check TXpl.-of Work Involved: ' Contractor's Board Reg.No. I(A $G C(.L ❑ Audio and Stereo Systems ❑ Boiler Controls Phone#t $1 1 �._ ❑ Clock Systems 3. OWNER APPLICATION 13 Data Telecommunication Installations ❑ Fire Alarm Installation ❑ HVAC *' Print Owner's Name Phone No ❑ Instrumentation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control* City State Zip ❑ Medical This permit is Issued ander OAR 918.320-370.This applicant agrees to make only ❑ Nurse Calls ret'-' red energy installations(101 vall amps or less)under this permit and to do the ❑ Outdoor Lar scape Lighting* fn8osm j: ``—�1 1. Only u.c electrical licensed persons to do installations where required.(Certain U Protective Signaling nesideal'al and other transactions are exempt from licensing.These have ❑ Other—­—­ asterisks('). ther ­ ­asterisks(').All others need licensing). 2. Call for an i asp<:3ion when all of the installations under this permit are ready for inspection at 503-6304175. �] Number of Systems I Purchase separate permits for all installations that are not ready for Inspection when the Impector is out to inspect under this permit. •No licenses are rerwired. Licenses are required for all other inst.,Wions 4. Assume respons:Li4ty for assuring that all corrections required by the inspector are done,and 5 Assume responsibility for calling for a final inspection when all of the S. FEES ` corrections are completed. t The person signing for this permit must be the applicant or person 00 L' Pe g g Pe PP P a. Enter Fees $_`/(� � authorized to hind the applicant. b. 5% Surcharge(OS x total above) $_ Signature TOTAL $ 14JL•00 Authority if other than applicant ' ENERGAP.CHP BUILDING PERMIT PERMIT #. . . . . . . : BUF196-02:14 CITY OF TIGARD DATE ISSUED: 05/15/96 ` COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: 291 130B-00300 131zS 4A d.Tigard,Oc on P7223•mtgg 503 E3g N71 SUBDIVISIU. . . . . U �� S(_v ,�kc�l,�lt'?'Y( Z:JNIN3: BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . . m REISSUE: FLOOR AREAS-•----•----- EXTERIOR WALT_ CONSTRUCTION- CLASS OF WORK. VIEW F'I RST. . . . : 0 sf N: S: E: W i r TYPE OF USE. . . ii L SE_COND. . . : 0 sf PROTECT OPENINGS?----­ TYPE OF CONST. : . . . . 0 sf N: S: E: W: ► OCCUPANCY GRP. :E1 TOTAL-------: 0 sf ROOF CONST : FIRE RET? : OCCUPANCY LOAD: 0 EASEMENT. : 0 sf AREA SEP. RATED: GTOR. - ill HT . 0 ft GARAGE. . . : 0 sf OCCU SEF?. RATED: HSMT?: MEZZ?: REQD SETBACKS---------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT : 0 ft FIR SPKL: SMOK DET. . : DWELLING UNITS: 0 FRN'T : 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS: 0 BATHS: 0 IMF' SURFACE.: 0 PRO CORR: PARKING: Qi VALUE. t : 1020 Remarks : Fire suppreSslon system For hood and two burners with fLiel shLit--off. Owner-: ______._.___.------_•.---..-------___._..___. ___..._._..--.__._._..____.._._..___.__-- FE=ES -------- - -___ . TIGARD TUALATIN SCHOOL DISTRICT type amoUnt by date recpt 13137 SW PACIFIC HIGHWAY PRMT f 25. 00 JSD 05/15/96 96-279446 FIRE t 10. 00 . 04/18/96 96--278373 TIGARD OR 97223 5k'CT f 1. 25 JSD 05/15/96 96--27944b Phone #: 684-2235 Contractor: SANDERSON SAFETY SUPPLY CO. 1 1. 101 SE THIRD PORTLAND OR 97214 --._..----.__._.____--_-------_-•----_-.___ Ph-lne #: 238--5700 f 36. 29, TOTAL R , #. . : 064969 -------- REQUIRED INSPECTIONS ------ This permit is issued subject to the regulations contained in the Sprinkler Final ligard Municipal Code, State of Ore. Specialty Codes and all other M i s c. Inspection applicable laws. All Mork will be done in accordance with Final Inspection approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than 188 days. Permittee 81 n r e : i s s i.i a d By Call for, inspection - 639-4175 nn P r. Hn . , 1 D �j rd CUtlp , 3- 96 G �APPLICATION FOR PERMIT TO INSTALL FIRE SPRINKLER SYSTEM BUILDING DIVISION, CITY OF TIGARD p 639-4171 `� DATE: ���-�L — - PERMIT # Valuation: ' t Permit Fee: Z 5--- It 5% Surcharge: _ Plan Check Fee: . (f' , f�s" Plans must be submitted to the Building Division before installation. Three sets of the plot ,)E- plan, showing the layout .,nd the location of the nearest hydrant is required. I New Installation:___ Addition:_ Repair: Alteration: Complete: Partial: _ Exitway: Basement: Hood & Vent: j Spray Booth:_ _ IN EXISTING BUILDING:-- -*' _ IN NEW BUILDING: NUMBER & STREET: NAME OF BUILDING or BUSINESS: -- I�Kl------ NO. OF STORIES: _SIZE OF BUILDING: OCCUPIED AS:_1 { � � TYPE OF SYSTEMS: Wet: Dry:__ Combination:_ 1 STANDPIPES: OCC.HAZARD: Light ORD.G'P.HAZARD 1 2 3 4 Extra j DtNSI iY GPIvVFt2 DESIGN AREA ft2 SPRINKLER AREA ft2 SPRINKLFrt ORIH,-t SIZE: _ "K" FACTOR. TEMP. RATING OV'v'NER: ADDPESS. CONTRACTOR: PLANS DRAWN BY: ADDRESS: _ REMARKS: ��,L.��, �_ �!!L KO.z �'CIJi'CIIy_ _ i t t wk 4;r4 Sal f hs APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of Tigard. 3— )") y7 SPRINKLFR COMPANY;� �r�a �u f HONE: SIGNATURE OF APPLICANT: BUILDING DIVISION: PERMIT VALID FOP. 160 DAYS ;. wonAcomdev�fir�pelm r, .1 4 Af WA M A� WAMWMK �Rwijk ww j f E U5r ,uxy II / —a�crvolriF i r•r —PlFvu M .4Ct4?/C- �y!' i 10"r69•o Noma, Cavy CUEN � ��. OVc.✓ Gras TtriNRO ._ ............. !� '10 I + ,}Ob MdTE33::�� DaW 3 -tio2;e LE Br. -11101 T-CTeA' 360 ✓k'E��f�f rte, t .;�;. � G �0� ^-,s ti��c r...GNB 2• -t v,Fy CrrlrtC7`r l !1:u�i)r s��rr D ; ')P��.t�< A SANDERSON SAFETY SUPPLY CO. 1101 S E 3rd Aver.ve, Portland,OR 07214 (503)238-5700 OREGON WASHINGTON CALIFORNIA IDAHO COLORADO Eugene Seattle Bellingham Richmond Boise Denver 850 Conger Sl 57402 2600 Airport Way,S.98134 355 Ohio Sl 9b225 4909 Central Ave.94805 3400 Blake St 80205 (503)683-9333 X206)340.4300 (206)734-1110 (510;5598400 (208)343.1323 1303),196-1000 DESIGN 8-102 RESTAURANT ANSUL INSTALLATION FIRE SUPPRESSION RECHARGE— AND SYSTEM MAINTENANCE (Standard UL 300 Listed) MANUAL a �r■r�' raorr ;Oolr own Now aw woo No. �. .•w wow 0000 ..• �.. woo vow wow goes wooloop i a • � A 4M 7 f AMW SECTION IV - SYSTEM DESIGN UL EX* 3470 11.1-94 rage 4.24 i NO22LE PLACEMENT REOUiREMENTS (Continued) Nozzle Application Chart The following chars has been developed to assist in calculating , the quantity arid type of nozzle required to protect each duct, plenum, or appliance. Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping - Hazard Dimensions Quantity Height!; Part No. f=low No. Will Duct or Transition Length - Jrlimited 1 - 56927/415567 1Wl1WS (Single Nozzlo) Perimeter - 27 in. (67 cm) Diameter - 8.E in. (22 cm) Duct or Transition Length - Unlimited 1 - 56928178078' 2W/2WH' (Single Nozzle) Pe:lmeter - 75 in. (190.5 cm) Diameter - 24 in. (61 cm) Duct or Transition Length - Unlimited 2 - 5692B/78078' 2W/2WH' (Dual Nozzle) Perimeter - 150 in. (381 cm) Diameter - 48 in. (122 cm) Electrostatic Precipitator Indiaidual Gell 1 - 56929 112N (At Base o1 Duct) Plenum Length - 6 ft. (2.4 m) 1 - 56930/415566/417332 1N/1NS/1NSS (Horizontal Protection) Filter Height - 20 in. (51 cm) Plenum Length - 4 ft. (1.2 m) - 569271415567/41'7333 lW/1WSl1V/•SS (Vertical Protection) Width - 4 ft. (1.2 m) i I Fryer/Split Vat Fryer Longest Side (without drip board) 15 in. (38 cm) Area - 210 so. in. (1355 sq. cm) High Proximity 1 27 - 47 in. 41Ell 17 230 Low Proximity 1 20 - 27 in. 416118 245 Longest Side (with drip board) 21 in. (53 cm) Area - 294 sq. in. (1897 sq. cm) (Fry Pot must not exceed 15 in. x 14 in. (3B cm x 36 cm)) High Proximity 1 27 - 47 in. 418117 230 Low Proximity 1 20 - 27 in. 4113118 245 ;ange Longest Side (Hioh Proximity) 1 40 - 50 in. 4113118 245 28 in. (71 cm) (102 - 127 cm) Area - 672 sq. in. (4335 sq. :m) Longesi Side 1 30 40 in. 4113119 260 (Medium Proximity) (76 - 102 cm) 28 in. (71 cm) Area - 672 sq. in. (4335 sq. cm) Longest Side (Low r ximity) 2 15 - 20 in. 4113120 290 36 in (91 cm) (39 - 51 cm) Area - 1008 sq. in. (6503 sq. cm) ` 5 ' 'uta 7wM noule on 1.5 gallon,6 flow,dutl and plenum prdecilon only. � v �4 1 SECTION IV - SYSTEM DESIGN 'IL EY.. 3470 61-95 Pape 4.25 REV. 2 NOZZLE PLACEMENT REQUIREMENTS (Continued) Nuzzle Application Chart (Continuedt Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping - Hazard Dimensions Quantity Heights Part No. Flow No. . Fryer" Maximum Size (without drip board) 19 112 in. (49.5 cm) x 19 in. (48.2 cm) Area - 370 112 sq. in. (2390 sq, cm) Maximum 3N High Proximity 1 21 - 34 in. 73782 Low Proximity 1 13 - 16 in. 418120 290 Maximum Size (with drip board) 2G 318 in. (54.4 cm) Area - 495 sq. in. (3194 sq. cm) Maximum (Fry pot side must not exceed 19 112 in. (49.5 cm) x 19 in. (48.2 cm) High Proximity 1 21 - 34 in. 76782 3N I Low Proximity 1 13 - 16 in. 418120 290 Range Longest Side 1 30 -- 50 in. 418555 1F 28 in. (71 cm) (76 - 127 cm) Area - 336 sq. in. (2168 sq. cm) - Longest Side (High Proximity) 1 40 - 50 in. 418118 245 28 in. (71 cin) (102 127 cm) 1 Area - 672 sq. in. (4335 sq. cm) Longest Side 1 30 - 40 in. 418119 260 (Medium Proximity) (76 - 102 cm) 28 in. (71 cm) Area - 672 sq in. (4335 sq. cm) Longest Side (Low Proximity) 2 15 20 in. 418120 290 36 in. (91 cm) (38 51 cm) Area - 1008 sq. in. (6503 sq. cm) Griddle Longest Side (High Proximity) 1 30 - 50 in. 418119 260 48 in. (122 cm) (76 - 127 cm) Area - 1440 sq. in. (perimeter (9290 sq. cm) located) Longest Side (High Proximity) 1 30 - 50 in. 418120 290 30 in. (76 cm) (76 - 127 cm) Area - 720 sq. in. (center located) (1829 sq. cm) rJ l —9,y mia w noxtte ofofettfon of tingle frvwstee oelelbd tnlormabon on Pao*%A.10 1 throUgh A10,0 t , 'j, PKIM ;y �y SECTION IV — SYSTEM DESIGN UL EX. 3470 6-1.95 Pape 4-34 REV. 2 __ 4 DISTRIBUTION PIPING REQUIREMENTS (Continuedl Distribution Piping Requirements — 3.0 Gallon System ► 1 1. The maximum length between the start of the first branch TUo►Lv\ line and the start of the last branch line must not exceed TEE If I line is spit,the combined to:el of ft.of m).When the supply b both laps of the supply line (tram the start of the i first branch line to the 918M of the last branch line)must not exceed 24 IL (1.3 m). See Figure 74. }� 2. The total length of all branch lines must not exceed 36 ft. I (10.9 m). See Figure 74. '911 "GH ONES 3. Use a 318 in. union to connect the tank adaptur to the 318 cOUB,N-o LENGTH of eoT►t in. supply line. LEGS or sU►►LV LME MUST 4. A maximum et two nozzles are allowed per duct branch line. NOT EXCEED i+R.r7.7 nl IN NOZZLE S. The reyuirer lents of ,he following, table must not be �^►.`\ rw NCEZM exceeded: .�. IN WOo.F T?D NOZZLE I} - 0 24S P10.7.LE U t?N lldr7l.E i (BRANCH UNE IN 6O'.D) 1 COMBINED LENGTH MUST NOT EXCEED 36 r 1.(10.6 m) FIGURE 74 Duct Plenum Appliance Reouirements Supply Line Branch Line Branch Line branch Line Pipe Size 318 in. 31C in. 318 in. 318 in. Maximum Length 40 ft. 6 ft. 4 ft. 12 ft. (12.2 m) (2.4 m) (1.2 m) (3.7 m) Maximum Rise 6 It. 4 It. 2 h. (1.8 m) 0.2 m) (.6 m) (.6 m) Maximum 901, 9 4 4 Elbows . 2 2 4 Maximum Tees 1 Maximum Flow 11' 4 2 Numbers 'E■ewlem! t. 113 to.moors we Mew.a.*wn w+q.ea*b•wtW,M av(1)7w a ri n=M.a»(I)IMN-Wc"twllttc PI*OP W rot,.aw(1)1n Oww^ tlect..aE ttpr(4)two-two XDo•ann natrwn. 2. 12 ttew nnnors w 60-06e IL M ony aw Iw net ea t&~V 1wplln*=*' d `r- E. M"aw two UWv of"t.oltn..pOft.nce nnaw. c M ap err taw twiny a+y 110.womwe urw. ••On/y N~(11)t*-n MWI r-61- 6 1 IN rm=js•taee tr.ea or p+ooM"soon,at t 1F r4=*u wd M nn"(1Ro1Pa afI. _.... vMOtItAlAtA1� e SECTION IV — SYSTEM DESIGN UL EX. 3470 11-1-94 Page 4-2 NOZZLE PLACEMENT REQUIREMENTS (Continued) Luct Protection (Continued) oU:T The 1W and 2W nozzles will protect the following: 3. Single Nozzle (2W) Duct Protection: One 2W nozzle will protect ducts with a maximum perim- MoOULE DIAMETER star of 75 in.(190.5 cm)or a may 'um diameter of:14 in. NJT MORE TM"" .��smoN (81 cm).T .e nozzle must be installed 2-8 in.(5-20 cm)into the center of the duct opening and positioned as shown in Figure 4. /s FIGUFr. 5. Dual-Nozzle Duct Protection: / ✓ Two 2W nozzles will protect ducts:with a maximum Perim- 2-8 erim•2-8 w Y star of 150 in. (381 cm)or a mawim;;m diameter of 40 Ir►. -y0°A� (122 cm).The nozzles must be Installed 2-8 In. (5-20 cm) into the duct opening and positioned as in Figure 7. FIGURE 4 i 4. Single Nozzle (2W)Transition Protectinn: One 2W nozzle will protect transitiotts at the point where ;RMCGTH the perimeter of 75.in.(190.5 cm)or the diameter of 24 in. (61 cm)or less begins within that transition.The nozzle must be placed in the center of the transition opening where the 'maximum perimeter or diameter begins as shown in Figures5 and 6. CT N11TH v4 LEN •DUCT DUCT LENGTH MODULE PERIMMA T` Not MORE IHAN TPANSmON FIGUnE 7 n.IN.(190,on) -` NOTICE J � In installations where a UL listed damper assembly is employed.the duct nuzzle can be Installed beyond the 8 in.(20 cm)maximum, to a point just beyond the damper assembly that will not Interfere with the damper. Exceeding the maximum of 8 in. (20 cm) in this way will not void the UL listing of the system. FIGURE 5 i a 1 SECTION IV — SYSTEM DESIGN UL EX. 3470 11.1-94 Page 44 1 NOZZLE PLACEMENT REOUIREMENTS (Continued) Plenum Protection (Continued) Exception:When the plenum chamber containers fihets t', 1 do not exceed 10 in.(25.4 cm,in height and the 1 N nozzle c•—be 12 N 00 em) installed at the intersecting center lines of both filter ban►. and _ MAXIMUM not exceed the 2.4 in. (5 to 10 cm)distance from either 1.11ars. .N. / /� y a single IN nozzle can be used. See Figure 27a. 00 on) 1 MN.a0 wn) 2'ax (L'IOMDO) A 1 f1-10 Me11) ) MUiT 1E YVn11N ?NO AW&A 1N HOME/ FIGURE 26 IN NOZZLE — PART NO. 56930 One 1N nozzle will protect 8 linear feet (2.4 m) of single filter MAXIMUM bank plenum or two IN nozzles will protect 8 linear toot(2.4 cm) of "V" bank plenum. In either application, the nozzle($) must Y be mounted in the pienum,2 to 4 in.(5 to 10 cm)trom the lace F)GUR-4 27s c'the filter, centered between the filter height dimension, and ,1�.1etl down the length.The fihev height must not excs.%d 20 NOTICE in. (51 cm). See Figure 27. If IN nozzle coverage does not exceed 7 linear ft.(2.1 m),the nozzle can be mourned 2 to 6 in. (5-15 cm) from the face of the filter. MAxwuM For a plenum,t%hher single or"V"bank,with a linear extensioc longer than 8 feet(2.4 m),each bank may be protected using one IN nozzle every 8 ft.(2.4 m)or less depending on the overa'. �— ---� length of the plenum.See Figure 28.The nozzles may point iu the opposite directions as long as the entire plenum area is pro tected,and the 8 fL(2.4 m)limitation is not exceeded.See Figur! 29.The nozzle positioning shown in Figure 30 is not an accept- able method of protection because the plenum area directly \; under the tee is not within the discharge pattern of either nozzle. MAXIMUM 20 N.(St on) MAXIMUM \1/ v rn)MA7(MM i I � I / MAXIMUM t0 eel \ - 1 Fr.R m) 24 n.t m) MAXIMUM F)GURE 20 t 20 IN.(91 0") MAXIMUM I •., etrl lee ar? 1 .................. SLr:TION IV - SYSTEM DESIGN f UL EX. 3470 3.15.95 Page 4.11 REV. 1 ► NOZZLE PLACEMENT REQUIREMENTS (Continued) Multiple Nozzle Fryer Protection - 3-Flow High Proximity/ 26 I.N 17,C" 2.IN 161 pml MAXIMUM MAXIMUM 2-Flow Low Proximity (Continued) FRYERS WITHOUT DRIP BOARDS (Continued) 2. Low Proximity Application: 13 to 16 In.(33 to 41 cm)above F �� lop surface of fryer. See Figure 33, The 290 Nozzle,Part No.418120, is used for low proximity applications.The nozz!r tip is stamped with 290, Indicating I I that this is a two-flow nozzle and must be counted as two flow numbers. I I t I When using this nozzle for fryer protection, the nozzle tip I I I ! must be positioned over the midpoint of the respective I I modular area +i- 3 in. from the midpoint along the Ion- gest side of the module and +/- 1 in. from the midpoint along the shortest side of the module and aimed at the mid- point. See Figure 33t. j 290 NOZZLE TIP MUST BE POSITIONED OVER THE MIDPOINT OF THE RESPECTIVE 0 0 MODULAR AREA. 31N(7.6 cm)FROM THE MIDPOINT ALONG THE LONGEST SIDE 0 0 OF THE MODULAR AND i 1 IN 17 5 cml FROM THE MIDPOINT ALONG THE �\ SHORTEST SIDE OF THE MODULE AND AIMED AT THE MIDPOINT 245 NOZZLE TIP LOCATION CENTER LINE OF COOKING SURFACE e-I I \ I I ` 16 IN. 141 cml -T I MAXIMUM I -I 13 IN I ( 501N (127 cm( 133 cmi MAXIMUM MINIMUM I I HEIGHT I I OF 245 NOZZLE TIP MIDPOINT OF MODULE 40 IN (102 cm) I MINIMUM FRYER WITHOUT DRIP BOARD HEIGHT FIGURE 33t I I OF245 I I NOZZLE TIP I ` ► Range Protection I I i The R-102 system uses three different nozzles for the prolec- I I tion of ranges. - .r-- 1. High Proximity Application:40 in.to 50 in.(102 cm to 127 -- — cm) above the cooking surface. 'O O O O The high proximity application uses the 245 nozzle, Part No. 418118. AA The nozzle tip is stamped with 245 indicating this is a two- FIGURE 34 flow nozzle ind must be counted as two flow numbers. One 245 nozzle will protect a cooking area of 672 sq. in. (4335 sq. cm)with maximum dimensions of 28 in. x 24 in. (71 cm x 61 cm). When using this nozzle for range protection,the nozzle must be pointed vertically down and positioned as show in Figures 34 and 35. SECTION DA � 10INSTR�4 5- UL 3470 S -gO15 INSTALLIN;; THE REMOTE MANUAL PULL STATION (Continued) PE MOTE MANUAL PULL STATION SMMf A►EUGATION O – O—PULLEY ELBOW o � r, t. W04E ROI'E OVAL SLEEVE. ; CABLE / LEAP RELEASE / MECKAN MM JUNCTION Bax LOCK BAR (NOT BUPPLIED BY ANSUU I / BREAK POO PULL 8 C +—SIDE STLIO I I REMOTE� — v MANUAL Aw.PULL ) STATION KAMOLE FIGURE /PULLEY FT REMOTE MANUAL PULL STATION DUAL APPLICATION / 0 \PULLEY ELBOW �vARE ROPE I C - �OVAL SLEEVE f RELEASE MEC►NNNLSM CABLE 1.04!BM I I ,TION BOX ® LEVER ` (MOT SU►PUBYANSUU DULL I� PULL REUOTE � PEMLttE MANUAL MANUAL PUL PULL STATION STATION FIGURE 41 I •Mr i �L f tUiJ % INS 1 A--4 tUt. II.S FtUc: i�NS U. dY,. 317-� 6-1.91 Paoe 5.18 i REV. 1 e INSTALLING MECHANICAL GAS VALVE (Continued) 7. is. Use new pipe, properly reamed ano cleaned o1 metal 12. With the en;i of wire rope already threaord through hole to air cvllnoer rod. shoe stop sleeve (Pan No. 26317)onto chips• wire►jpe and leave loose.Do not crimp stop sleeve at this b. Make certain,gas flow is in the same direction as arrow lime. See Figure 43. shown on gas valve.To evotd cracking the gas valve t 13. Cock mechanical gas valve as show casting, do not oventohten pipe connections. If pipe shown in Figure 4f9. tape. paste, spray, or stmitar lubricant is used. extra care should be taken to avoid overbohtemng. Apply ANiUL MECHANICAL GAS VALVE lubricant to male threads only. c• Wrench tighten pipe to gas valve. DO NOT USE GAS p COCKING VALVE AS A LEVER WHEN INSTALLING OR VALVE DAMAGE M 4Y OCCUR. See Figure 46. d, If strainer i filtzed.attach strainer ahead of gas valve. ~� e. It necessary, install drip leg in gas line in accordance with the authonty having jurisdiction. f. The total length of wire rope allowe for each valve must not. exceed 125 It. (38 m). g. The maximum number o1 pulley elbows allowed for each gas valve is 12 of Pan No. 16426 or 18 of Part No. 45771. E. Install 112 in. conduit,and pulley elbow(s)tram the mechan- ical gas valve to regulated release assembly enclosure as necessary. t °. COCKED OPEN osmoN FMEo ct oseo rosrnoN S. Seoinnino at the regulate,•elease assembly,thread rte end ASCO MECHANICAL GAS VALVE o' the wire rope thrown hol? provided in air cyltn.9er rod. Set Fioure 43. -eed end of wirE rope through conduit and each pulley � Cb!,•KING e:bbw. LEVEE Mcertain that wire rope rides on top ar,d in center of C � "�i � ouhey sheave. I'the 50 h.(15 n1)wire rope has been spliced :o accommooaie a lonoer run.do not allow the spliced ends �I ;c be within 12 in. (30 cm) of any pulley elbow or conouit u l adaolor. '.. Remove side cover on das valve and thread end of wire robe - r .n•ouon hole in cocking lever. Slide stoo sleeve (Pan No. :_317)on to wire rope and crimp. ,Use the National Tele- I I I :none Suopiv Company Nicopress Sleeve Too; Stock No. III J �✓ -C-667 or equal to propenv crimp stow sleeve.)Make cer• :11n crimp is on top of cocking lever,with wire rope curled �1J ,FIRED CLOSED POST'ON :;rider lever. See Fioure 47. COCKED OPEN POSMOV FIGURE 48 I 14. Raise air cylinder rod"UP"to Its maximum extended posi- WIRE ROPE tion. See Fioure 43. I �/ 15. Manually pull wire rope to remove excess slack. SLOP SLEEVE r \ E NOTICE i DO NOT ACTUATE THE MECHANICAL GAS co-KING VALVE.Each Mechanical Gas Valve System ' LEVER must have gas valve cocked and air cylinder 1i rod extended"UP"to its maximum extension : before completing next step. 16. Slide stop sleeve against air cylinder rod, make certain all slack is removed froro wire, and crimp stop sleeve. See FIGURE 47 Fioure 43. 17. Cut oft any excess wire rope approximately 314 in. (2 cm) from end of stop sleeve. i �•r • � ANSUL SuppressionRestaurant Fire •' ANSUL r .. r ^fin: ,rw. .,r.. .,,.v �.,.,�. ,.,... ,._. .,_yrr - - .ry w �'• 'w aRl'-' "i'^ owo'MrWW s y. MIMI w e • I • A" • Meeting the fire protection challenge. I In 1962,Ansul recognized that there was quick to recognize the new system as an 25 years later,Ansul is still the most well no effective system to combat dangerous effective solution to a major problem in the known name in restaurant fire protection. and frightening restaurant fires. restaurant industryy.A new and improved The high quality Ansul R-102 System is . I Dangerous because a fire can begin on a mo el,the Ansul R-101 Dry Chemical the preferred choice of architects who cooking appliance or in a hood or System replaced the initial R-100 unit a design kitchens,restaurateurs who own ductwork and quickly spread to involve an short 9me later, and op(:,-ate them,insurance underwriters entire kitchen or restaurant.Frightening who provide coverage and fire Inspectors because statistics show that many In 1982,we introduced the Ansul R-102 who enforce the codes.These people restaurants never reopen after a major fire. Wet Chemical Res'3urant Fire know that without a system like the Ansul Suppression System.It was our answer to R-102,restaurant fire insurance would be V Ansul responded by developing the R-100 the industry's requests for 1)a system to difficult(if not impossible)to obtain at any System,the first dry chemical fire protect the innovative new cooking price.And they trust the Ansul System to suppression systern designed exclusively appliances making their appearance in react quickly to a fire,automatically,before for re taurant hood and duct protection. restaurant;and 2)a system with an the fire has the opportunity to grow and Restaurant owners,their insurance extinguishing agent triat is easier to clean spread. co ,,,anies and local fire inspectors were up after a fire than dry chemical. In short,the Ansul N-102.System meets the fire challenge.It detects and suppresses fires with or without someone present...24 hours a day.Its simple design permits quick and easy installation in single or multiple system configurations.So it can handle a s;ogle mesquitegrill and hoot'or an entire • kitchen full of cooking appliances. r And the Ansul R-102 System features a t great,new extinguishing agent ANSULEXc,Low pH liquid fire I suppressant - developed by Ansul scientists to provide(better,clearer fire protection.All good reasons why Ansul systems continue to protect more I restaurants worldwide - exclusive gourmet,major chain,fast food or institutiona - than any other brand. I i I 1' ,4 fUlEk Lew pN LIQUID Fin!wpFprRr�O t 1MSUL gUof ED ton use per IN S g41ON SYSIZUS T FInE � "9FM91Y 79372 cow riot#- roNw►.T r,cvr<nse ._ t� I. V I 1 � 4. What makes the Ansul R-102 Restaurant System better? 1 A better fire extinguishing agent. Great looking fire protection.Architects Simple to hrstall,easy to service.The ANSULEX Low pH liquid fire suppressant and kitchen designers appreciate the fact design of tho Ansul R-102 System featureF is a true breakihrouc,n in restaurant fire that the Ansul R-102 System is designed simplified piping and nozzle placement. protection.An equipment-friendly,near- with aesthetics in mind.The R-102 And thanks to its cartridge opeFation,the neutral pH agent-it i ap�dly suppresses System's exclusive stainless steel Ansul R-102 System is reliable and can be fires,cools hot suFiaceb!,)yelp prevent enclosure blends right into the recharged faster on site than stored fire reflas`i,and cleans up fest.Which surroundings of today's nodern kitchens. pressure systems.All of which means a means that if fire strikes,you�e back in It's completely Belt-contained uo more flexible,efficient system that can be business faster with less damage a,14 components can be installed out of site installed easier and with less disruption to ! clean-up cost. where they won't interfere with the visual your facility. appearance or operation of the kitchen I d a a + T Al - I Ai�"nr�nr°°ticl� MrtS o' j •�� � � n i Verse' The Ansul R-102 System Backed by the best warranty In the A distributor/installer network second come .5 and 3 gallon sizes.These -siness.Ansul's five year limited to none.Ansul's worldwide network of systems, i be connected in various warranty makes it five times better than restaurant systems distributors is the configwntions to provide even greater any other restaurant system.In addition, largest in the fire protection industry.Our capacity.Also,our systems are designed the first major servicing of the system, distributors are factory trained to take care to protect a wider variety of appliances which includes both a regulator pressure of all your fire protection needs.They can found in today's food service facilities... test and hydrostatic'?st of the tank, accurately determine which r nsul system everything from grills and gas radiant doesn't come up for 12 years.That's a real is best for you,quickly and efficiently charbroilers to chain broilers and money-saving advantage because most of install the system,and provide the proper mesquite wood cooking appliances. our competitors require a major servicing maintenance and service.All with a of their systems after only six years. minimum amount of disruption to your business.Your nearby Ansul Distributor. When it comes to fire protection,he's a good person to know. Designed and built by Ansul.Which means,simply,that like all Ansul equipmen!,your Ansul R-102 System is rugged,reliable, /400Vbuilt to last and U.L.listed.Only the finest quality materials go C� i, ► r""1 into its manufacture.And only those systems which pass Ansul's rigid quality assurance tests ever make it out our doors.You have our word - and our name - on it. i i; tt , t h 1 ®ANSULEX Low pH liquid fire suppressant flows through the piping and is discharged into the plenum and duct areas and onto the cooking appliances. 0 When a fire occurs in a protected area,it is quickly sensed by detectors located in •�"'""' the ductwork or cooking appliance hood. �r WOW ( ? ! t (r i M o„ 1. i i The ANSULEX agent is applied directly f on the fire in specific spray patterns, / ( suppressing the fire in seconds.As it smothers the hot cooking greases,a foam s The detectors trigger the ANSUL blanket is formed,temporarily sealing off AUTOMANm,n!easing mechanism combustible vapors to help prevent fire which actuate.,Vie system... eflashes, pressurizing .he agent storage tank and automatically shutting off appliance energy soufces in the event of a fire. .,. -.. . a. Check out the features of the Ansui 191••102 System... Stainless Steel Enclosure...An AnSlllNSUL AUTOMAN Release...Visible exclusive...aesthetically appealing... . cocked/fired indicator...provides positive blends in with kitchen equipment...�1 P .. PIT actuation of system...needs no periodic protects against tampering,damage. K adjustment. .r Agent Storage Tank...Carbon steel... Regulator... 100 prci regulated pres,•ure pressurized only when system is ensures constant f;ow of agent and actuated...leak-proof...low maintenance... ;'I consistent nozzle discharge pattern. allows for fast,on-site recharging. 1 Nitrogen Cartridge...Positive seal,self- contained,no maintenance of valve required. al r N F•. Manual Pull Station...Permits quick, Fuse Link Detection System...Unique Hood-Seal Adaptors...Threaded or , sure manual actuation of the system by bracketing provides positive actuation compression-seal options provide tight anyone regardless of fire fighting upon exposure to heat. seal for hood penetrations required for experience...break rod indicating manual distribution pipe or detection lines...more system operation. aesthetically appealing than welded seal. ULL- 6! '.�•��,MR ,M I Nozzles...Designed to provide agent Mechanical or Electrical Cas Shutoff ANSULEX Low pH Agent...At ' discharge coverage to each special Valve...Shuts off fuel or power source approximately 8.2,it has the lowest pH of hazard a ea...special brow oft caps upon detection of fire...clearly marked any wet chemical restaurant agent on the reduce the risk of grease vapor open/closed indicator. market.As a result,it's safer for your contamination.. chrome plating match es equipment and employees...es Tally hoodand applienres. when compared to some otherI igh pH restaurant agents. y There are three basic types of Ansul R-102 System configurations...single � tank,double tank and multiple tank.Each Single Tank is designed to economically fit particular 1.5 gallon sizes of kitchen equipment arrangements six flow point as indicated by the following examples. The type o'syysstem required to protect a l specific irstallation or facility is i determined by a careful analysis of the following variables: - Size of duct,p ip^Jrr! - - Number and size of a f pliances - Number of nozzles reao,:red - NL'mbe,and size of 1-102 System O ta.,ks - Number an( type o'accessory devices needed Following an analysis of the hood/duct and appliances to be protected,your Authorized Ansul Restaurant Systems Distributor can recommend the proper systern for your application in accordance with NFPA Standards 17, 17A and 96. Single Tank 3 gallon 12 flow point r�s 4 � j Double Tank 4.5 gallon (1.5 gallon and 3 gallon manifolded) 17 flow point - Listinga and Approvals.The Ansul R-102 System hardware has been �T a subjected to the rigorous Underwriters I Laboratories Inc.test standards and carries the UL listing for pre-engineered restaurant fire suppression systems.In addition,the R-102 System is also listed by Underwriters Laboratories Inc.of Canada and carries New York City Board of Standards and Apfeals approval under calendar number 721.82-SM. ,� �" ,..k. � Xs�.. Irvr µ..�,......�.ry..,,. '.rp; '•a,yrr. -r. ...�. .+ .. w„� .v ..� rr s., '"yW.`d!'..;:..M, r!+Mrwn�"w,_h 'h' t .. . .. ,...... ..... .. :.,.. ..., paw Number of I Typical Applications Description of Protected Aroas Nozzles Basic Components Accessory Devices Ifli�� f tb gallon single tank One One One One system designed to provide 75 inch perimeter duct 1.5 gallon agent tank and mechanical gas shutoff E fire protection for the small One One releasing device valve kitchen appliance 8 foot hood Three arrangement One One fusible link detectors 48 inch x 30 inch range Five One One agent distribution nozzles i 36 inch x 24 inch fryer One Two One remote manual pull 18 inch x 24 inch fryers actuation device i I 3.0 gal!on single tank Two Two One Ore j system designed to provide 75 inch perimeter ducts 3 gallon agent tank and electrical gas shutuff valve fire protection for the One Three releasing device and controls medium-sized kitchen 21 foot hood Five appliance arrangement Rvo One fusible link detectors 18 inch x 24 inch fryers Ten One One distribution nozzles 48 inch x 30 inch range One 0 One One remote manual pull 18 inch x 30 inch _ctuation device electric charbroiler One Two 24 inch x 24 inch natural ,; charbroiler ■titin 4.5 gallon double tank 7Wo Four One One system designed to provide 150 inch perimeter ducts 1.5 gallon tank mechanical gas shutoff fire protection for the large- One Three One valve sized kitchen appliance 21 foot hood 3 gallon tank and releasing 4 r arrangement Two One device 18 inch x 24 inch fryers Four One One fusible link detectors 48 inch x 30 W^.h griddle Thirteen One Three distribution nozzles 54 inch x 24 inch gas radiant One charbroiler remote manual pull One One actuation device 48 inch x 30 inch range NOTES- Other n 102 system size combinutkrns up to 30 galbns are wallable to provir a fire protectlon for larger kitchen appllanro errangementa. Nozzle coverage fo•other epplleoces is evellable such ns chaln,lava rock,charcoal,and mesquite bmllem 00w eccerbndee such as hood sealing adeplors,elatric alrrrma,shu"swschr.s and devices are available. 1 r o r. t Call your nearby Ansul Restaurant Systems distributor.. . 4 They can helpyou analyze your fire protection needs, design the right system, install it, and provide 24-hour service. And they're only a phone call away. Check the Ansul listing in your Yellow Pages under "Fire Extinguishers"... or call toll-free �� 1-800-346-3626. RED LINE Fire Equipment • SENTRY Fire Extinguishers • ALITOPULSE Detection and Control Systems • Ansul ..�... R-102 Restaurant Systems with ANSULEX Low pH Liquid Fire Suppressant • Ansul Carbon Dioxide, Foam, Dry Chemical, and Halon Systems • ANSULITE "Class B" Foam Concentrates • SILV-EX 'Class A" Foam Concentrate • Ansul Dry Chemical and Dry Powder Extinquishing Aqents • SPILL-X Spill Control Agents and Applicators o ANSUL.SENTRY,ANSUL AUTOMAN.AUMPULSE. 44 ANSULEX, ANSULEX,SILV EX and ANSULITE are registered trademarks and SPILL-X and RED LINE are trademarks. Your Authorized Ansul Distributor: r ANSUL i i ANSUL FIFE PFUTEC ION,MA W*TrE.VVI 94141 P542 715-735-7411 Form No F-SM-3 1441 Wormald U S,Inc Litho In U S A IL MAY-20-96 MON 16:04 SELIG LEE RUEDA FAX NO. 5032244036 P. 01/01 LEE / RUEDA t t f P)i vets and Planners Ayflawl, Oregon 972111 ;u l.221-0173 17 May 1996 i Plumbing Inspec d City of Tigard 13125 SW Hall Boulevard Tigard, Oregon 97223 RE' DURHAM ELEMENTARY SCHOOL ADDITIONS Dear Mike: Per our telephone conversction of 16 May 1996. We are, with your concurrence, deleting the grease trap at the kitchen. Reasons: a. The Kiichen is a "warming" kitchen where precooked fond will be warmed and served, b. Kitchen does not have a grille, c. The "Soak Sink" scheduled to have the grease trap connected to It has been i deleted from the equipm*nt to be furnished by Owner. I Please feel free io call wi'h any questions. Sincerely Xavl/ Rueda cc: Ron Hudson i i ,.._. ..: tart fit ✓ • '"/Sisntwrnerll ���1M�9VII1Nl�'Mh' ' 1 RMIT CIT( OF TIGARD __RMIBU#.DINT . . . .. .C BUP95-0428 COtaIIVIUNITY DEVELOPMENT DEPARTMENT D"TF IS�;UED: 05/13/96 13126 Sw Hall Blvd.Tigard,Oregon 07223.8'199 (50)639-4171 PARCEL: 25113,00--00300 BITE ADDRE: '.,. . . AF�F.B_1.�1 SUBDIVISION. . . . : ( � 5tG1 - ZONING i BLOCK. . . . . . . . . . : LUT. . . . . . . . . . . . . : ------------ NEISSUE: FLOOR AREAS------------ EXTERIOR WALT_ CONSTRUCTION- v CLASS OF WORK. :ADD FIRST. . . . 1 0 sf N: S: E: W3 TYPE OF USE, :ED SECOND. . . : 0 sf PROTECT OPENINGS?------------ � TYVIE OF CONST. .5,-1HR 0 sf N: S: E: W: RET? : OCCUPANCY GRE'. :E1 1OTAL--- 0 sf ROOF CONST. FIRE RE , OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEF'. RATED: S LT(' R. 0 HT: 0 1-t GARAGE. . . : 0 s f OCCU SEP. RA TED: "a SSMT?: MEZZ?: REQD SETBACKS----------- REQUIRED---------------.__-_.. s l •� FLOOR LOAD. . 0 ps f LEFT: 0 ft RIGHT : 0 ft FIR SPK1_:Y SMOK DET. . :Y DWELLING 11NiTS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:Y HNDIGP ACC:Y BEDRMS: 0 BATHS: 0 IMP SIJRFOGE: 0 PRO CORR:Y PARKING: 0 VALUE. $: 30003 Remar-ks : Fire sr.lppression system for 39, 420 squat-e foot addition to an existing school. � Owner1 ____________.___._.____.__.________.__.-_____._..___..______..____.___ FEES TIGARD TUALATIN SCHOOL DISTRICT type amoI..)nt by date recpt �. 13137 SW PACIFIC HIGHWAY FIRE f 88. 00 JDA 05/15/96 96-277073 51.'C T f 11. 00 J wH 05/1-3/96 96•-279.54.:, TIGARU OR 97223 PRMT f x'20. 00 J*H 05/13/96 96-279343 ` Phone #: 684--2=235 Contractor,: ---- -------_____._--------_-_--- A-PROFCSSOINAL FIRE SYSTEMS CO 12273 SOUTH STEINER RD BEAVERLREEK OR 97004--9653 --------_-----_-_-_-------------------- Phone #: 503--632-4353 f 319. 00 TOTAL � �r Reg #. . : 041650 __-.---- REQUIRED INSPECTIONS ---___ This Ferait is issued subject to the regulations contained in the Sprinkler Under-s Tigard Municipal Code, State of Ore. Specialty Codes and all other Sprinkler- Rol.lgh- appl)cabl i laws. All work will be done in accordance with Sprinkler Final approved plans. This perait will expire if work is not started Misc. Inspection within 180 days of issuance, or it ::irk is suspended for sore than 188 days. Permittee ign._rtllres Ca¢ all y - �►aC�t. G v�..w�( Call for^ inspection - b -4175 r I f "` r to . 1 - if,-Ito yry APPLICATION FOR PERMIT TO INSTALL FIRE SPRENKLER SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-4171 i • DATE: 15 q PERMIT # ` 3LL�'95 I Valuation: A r Permit Fee: 5% Surcharge: I I plan Check Fee: _ ""� L a� Q3 !. Plans must be submitted to the Building Division before installation. Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required. New Installation: ,Addition: _ Repair: Alteration: _ Complete: Partial:_ _ Exihvay:_ Basement: Hood & Vent: Spray Booth: IN EXISTING BUILDING: IN NEW BUILDING: 2 NUMBER & STREET: "z3 NAME OF BUILDING or BUSINESS: ` -' N(< E �Ktk-'- LU-Lm ���l' `7�=F \tAnL- NO. OF STORIES: SIZE OF BUILDING: OCCUPIED AS. TYPE OF SYSTEMS: Wet:_X Dry: X- Combination: � STANDPIPES:!._ OC:.HAZARG- Light X ORD.GRP.HAZARD 12� 3_ 4_Extra_ DFNSITY GF:'WFt2 DESIGN AREA /`� a7 ft2 SF RINKLER AREA f12 SPRINKLER ORIFICE SIZE: �' - "K" FACTOR _ l RATING /G,S z�z OWNER: ADDRESS: a CONTRACTOR:, -1 t L `-�'� ( P-, . E -2q- 96 PLANS DRAWN BY: AWk-ss REMARKS: 1 -- APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comp!v with all applicable codes and ordinances of the City of Tigard. SPRINKLER COtitPANY: PHONE: 3 =� - ( SIGNATURE OF APPLICANT: BUILDING DIVISION: PERMIT VALID FOR 180 D)A\S womAc vmdevFliepetm i & pig -'*- � ..,. . i A 17273 South Steiner Road r PWFMIONAL Beavercreek, Oregon 97004 d R t FIRE SYPFax: (503) 63248353STENISS 1 i May 1, 1996 City o' Tigard 13125 SW Hall Blvd. Tigard, OR 977.23 Attention: James Funk RE: Durham Elementary School 8040 SW Durham Road Job #95,33 i Dear Mr. Funk, In response to your letter dated April 29, 1996, we offer the following comments: vertical shafts and concealed spaces shall be protected per codes. The concealed spaces above the ceilings are inclosed 1 in noncomoustible construction(drywall attached to bottom of joists and TJI ' s) . �. Enclosed 3 . The remote area 'or area' s "C" and "D" is the dry pipe system calculations submitted. However, for your review please find enclosed, calculations for the gridded area. Clearance' s shall be provided per cedes. Electrical wiring is not part of our contract. Owner has been advised. If. you should have further questions or concerns please feel free to I contact me. Sincerely, A PROFE,cS�SIONAL FIRE SYSTEMS COMPANY Ae Rick Berry i RB: ll .. ,�.• - • .. , ,.R;.... p.,....n.ry .....n. ,.w<,� . ,. .., .. ,• mss ,µM.nlcrn.. -.,w.r ..,<,..� .•fir•.q,y�„.-.,,iy,. 1 4 A 1 CITY OF TIGE 9 April 29, 1996 OREGON A-Professional Fire Systems 17273 S. Steiner Road ----""� Beavercreek, OR 97004 Ile: DURgAM ELEMENTt,RY SCHOOL 8040 S.W. Durham Road BTJP95-0428 The plans and calci:lations have been .reviewed for conformity to UBC, Std. 38-1, 1991 Edition. Please submit four (4) sets of revised plans and calculations incorporating the following requirements. All vertical shafts and concealed spaces shall be protected CG , [UAC, Std. 38-1-4-4 .71 (see Areas A and B typical) . Provide the manufacturer' s specifications for the extended coverage and sidewall heads . 3 . Designate the most remote area for Areas C and D and pi.ovide calcul.at:'%ons. Provide two (2) sets of calculations for the gridded system in Area D in accordance with Section 7--4 .3 .1.1. Clearance shall be provided around al.1 piping extending through walls and floors. Provide a 1” clearance on all sides for pipes 1" through 3 1/2" and 2" for pipe sizes 411 and larger [NFPA 13-4-5.4 . 3 .4 (a) ] . The automatic sprinkler system shall be supervised by an approved monitoring service [Uniform Fire Code (UFC) 10 .307] . Connect all required tamper switches and flow monitoring switches to the annunciator panel. Provide two dedicated phone lines for the annunciator panel [NFPA 71-5.2 .61 If you wish to discuss any of these items, please give me a call. Sincerely, James Funk Plans Examiner bup95-0428\a-prof.doc i i 1r 3125 S I Hall Blvd., 19gard, CV 97223 (503) 639-4171 TDD (503] 684-2772 - ` I� r1 3 ' } r ite •}r, lh •'���, ,_ . ... ..;,.r..vrYe.+«.,,...- ..�... ,..,....: , ,,.ar..v'�.alb 'as. a±'1:'lltoL' ,i. ,r, ,.d r PERMIT �. UTY ®F TIGARD PERMIT SUED:. . . . . . . : ME '95-0348 1 e; DATE ISSUED: 05/01/9E COMMUNITY DEVELOPMEP.f DEPARTMENT 13126 3W Hall®Nd.Tlpard,Orapon 97223.6109 (503)639.4171 PARCEL: .-:S1 1308-00300 SITE AUUREbS. . . : t7�t3 ►#9-S - /' n SUBDIVISION. . . . : '6UyQ <tv�( U�'�(rYmQ. ZONING: SLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . CLASS-OF-WORK. . :NF_W - FLOOR TURN. . . . : lb EVAP COOLERS: 0 TYPE OF USE. . . . :ED UNIT HEATERS. . : 6 VENT FANS. . . : 0 OCCUPANCY GRP. . :E1 VENTS W/O ADPL: 0 VFNT SYSTEMS: 0 S`rORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 1. F=UEL TYPES-------- --- 0-3 HP. . . . :37 UOMES. l NC I N: 0 r ! : /GAS/ELC/ / 3-15 HP. . . . : 4 COMML. INCIN: 0 )' MAX INPUT: 0 BTU 15-30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS?. . : Y 30-50 HP. . . . : 0 WOODSToVES. . : 0 GAS PRESSURE. . . M + HP. . . . 4' CLO DRYERS. . : 0 NO. OF UNIT 5------------- AIR HANDLING LJ N.1 T S OTHER UNITS. : 17 FURN ( 100K PTU: 2 l= 10000 cf'm: l:: GAS OUTLETS. : 1 TURN ) =100K BTU: 5 > 10000 cfm: N Remarks : Adding 39, 4e:-'O sgi-iare fleet to an existing school of 'R'3, 830 sq'-(are feet. TIGARD TUALATIN SCHOOL DISTRICT type arnol.lnt by date rPcpt j 13137 SW PACIF= IC HIGHWAY F'RhIT t 498. 50 B 05/01 /96 96-278818 PLC;K E 124. 63 8 05/121 /96 96-278818 j TIGARU OR 97223 SPC:T $ 24. 93 B 05/01/96 96-278816 Phone #1 684-2235 I Contractor: ---------------._.---------.----- ROBERT LLOYD SHEETMETAL INC FSO BOX 307 INDEPENDENCE OR 97351 --------------------------------------- Phone #: f 648. 06 TOTAL Reg #. . : 062476 ---- ---- REQUIRED INSPECTIONS -- - -This permit is issued subje^t to the regulations contained in the Gas Line Insp Tigard Municipal Codi, State of Ore. Specialty Codes and all other Mechanical Insp applicable laws. All work will be done in accordance with F-leating Unt Insp _.-_............ _-�_ approved plans. This permit will expire if work is not started Cooling Unt Insp within 189 days of issuance, or if work is suspended for more Shaft Inspectionthan 189 days. Hood Insper_tion Fire S l..1 p p r Insp ----------_.___ —_--- Duct Inspection F i1�e Alarm Insp Permittee Si natl_ire : � - L1- Fire Damper- Insp Misc. Inspection I i s,_1 e d LAY: _.___.. F i n it l Inspection Call for inspection - 6.39-4175 ;"W . City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hali Blvd. APPLICATION Permit # Tigard, OR 97223 10 � � (503) 639-4171 / escnption -7 Table 3A Mechanical Cortes QTY PRICE I AMT iJ Job 1) Permit Fee 0- -0- 10.00 Address rJ • - Oie ,3 2) Supplemental Permit 3.00 �.T.• Furnace to W070 BTTJ ri) incl. ducts &vents 6.00 I r I fit Owner �3 S 2) incl. ducis g vents 750 • oor Furnince �J^•T•• u•^w 1%7Z3) m 6 el vent _ .00 �a suspended eater, wall e�a er d) or floor mounted heater l + 6.00 en not ,n-EF in Occupant 5) appliance permit _ 3.00 Repair o eating, re if g. 6) cooling, absorption unit 600 oiler or comp, heat pump, air 7) to 3 HP. absorp unit to 100K BTIJ �, 6.00 7 Boiler or comp, eat pump, air cond. III Contractor 8) 3-15 HP: absorp unit to 500K BTU _ 1100 t l l " — of r or comp, eat pump, air zon . 9) 15-30 HP', absorp unit 5-1 mil BTU 15.00 � �, •• •� • '� — CWy FM TAI W Boiler or comp, heat pump, air con 1 yL, 10) 30-50 HP absorp unit 1-1.75 mil BTU 22.50 hereby ac now ge t ! ve ea this application, !hat the rn er or comp, eat pump, air con information given is correct, that I am the owner or authorized 1 1) , 50 HP: absorp unit 1 75 mil BTU 3750 agent of the owner, that plans submitted are in compliance with Air an ing uni to r /714 i i s s State laws, that I am registered with the Construction Contractor's 12) 10,000 CFM fill 4.50 S}� Board, that the number given is correct. (If exempt from State Air handling unit registration, please give reason below) 13) 10,000 CTM + 7.50 Non portable 14) evaporate cooler 4.50 Vent fan connect 15) to a single duct 3.00 Ventilation system not • a •• 16) included in appliance permit 4.50 j Floodserved y 17) mechanical exhaust 4.50 escn a worknew a i iou alteration repair ommercia or industrial to be done residential Q no -r. idential (D 18) type incinerator 30.00 xis ing —use-7- �_ er i.e,wo stove, water 17 c building or property c-�'��'�IT � 191 heater. solar, clothes dryers, etc. 4.50 Proposed use of 20) Gas piping one to four outlets 2.00 building or property 21) More than 4-per outlet (each) 2.00 Type of fuel -oil Q natural gas Q LPC '; electric O -- G t Minimum Fee 525.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS. OR 5% SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR 3 ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25% OF SUBTOTAL AFTER WORK IS COMMENCED — O TOTAL U Special Condhicns Date issued _ _ by w�npIMDtT�'MlCIM'4T Project No. 9523/9524 Tigard Elementary School Remodel and LUEY ARCHITECTS Tualatin Elementary School Remodel 11945 SW Pacific Hwy, Suite 301 Tigard-Tualatin School District 23-J Tigard,OR 97223 � Tigard, Oregon (503) 684-3622 ADDENDUM Nn. 2 April 5, 1996 • The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over these portions of the original Contract Documents to which they refer. Where any part of the Contract Documents is changed or voided by the following addendum items,the unaltered provisions shall remain in effect. This addendum forms a part of the Contract Documents. Acknowledge receipt of it in the space provided in the Bid Form. PROJECT MANUAL 1 Item No. 1 Specification Section 06220 A. At 2.02 add the following: "C. Transparent Finished Softwood: 1. Interior oD or Frame: Douglas Fir, B and Better, VG, AWI Premium Gracie. 2. Door Casing: Douglas Fir, B and Better, `IG, hactem WM 324." B. A 2.02 change paragraph "A. Fasteners" to read "Co. Fasteners" C. At 2.03 A 1 add "900A" to the AWI Sections listen. Item No.2 Specification Section 09900 A. At 2.02 E add the following subparagraph: "3. Acrylic Epoxy (Symbol EC), Water Based Carrier: a. Gloss Tnemec Sersl 14, Ameritone 128-xx, Benjamin Moore 279C228, Fuller O'Brien 618-xx, Kelly Moore 1790, Parker 75-P and Sherwin Williams B70. i B, At 3.04 C add the following subparagraph: "5. Gypsum Board, Epoxy Gloss: One coat f Latex Gypsum Primer and two coats Water-Based Epoxy Gloss Enamel." C. At 3.04 D add the following subparagraphs: "5. Gypsum Board, Epoxy Glass: Latex Gypsum Primer Touch-up where required and one or two coats Water-Based Epoxy Gloss Enamel as required to provide a uniform color. 6. Gypsum Plaster, Epoxy Gloss: One coat. Latex Gypsum Primer Touch-up where required and one or two coats Water-Based Epoxy Gloss Enamel as required to provide a uniform color." Item No. 3 Specification Section 165(X) A. At 3.01 Installation, add "G. Coordinate proper disposal of ballasts containing PCB's with Portland Metro Solid Waste Department. Contact prior to removal of any ballasts." Item No. 4 Specification Section 16760 A. At 2.01 change paragraph C to read: "Remote Display Unit, Dukane#RDU350." B. At 3.02 Component Installation, add the following: "B. Administrative control system shall be rack mounted in standard 19" rack." I Tigard ES Remodel and Tualatin ES Remodel Addendum No. 2, Page 1 of 4 1 I _ .. _....r.a»ryr A'g4�MU'N'M70RMtlMkMrtIA^M.MY�..wn. Project No. 9523/9524 I DRAWINGS (Tigard Elementary School) i Item Nom Sheet No. 4 i A. At Building "C" Floor Plan 1/4 Room LS 26, add door and casework at new west wall per attached revision drawing R1, Elevation 1/R1,dated April 5, 1996 included as part of this addendum. B. Door Schedule 1. At Door 41 A add door finish S&V and wood frame per detail 5/9 with S&V finish . �. 2. Add Door 17A-A, Y-0" x T-0" Type A, SC wood with S&V finish, wood frame i per detail 5/9 with S&V finish and Hardware Group 8 with overhead stop. + 3. Add Door 25A between Classroom 26 and LS 26 per attached drawing R 1. t j � Sheet No. E2 A. Building "A" Electrical Plan I/E2: I . At Boys Toilet 2A,replace existing duplex receptacle with GFI protected duplex receptacles. 2. At Girls Toilet 4A replace existing duplex receptacle with GFI protected duplex receptacles. 1 llcm No• 7 Sheet No. E3 A. Building "B" Electrical Flan I/E3: 1. At Girls Toilet BI I A rep1_ace cxi.>t;nQ duplex receptacle with GFI protected duplex receptacles. Item No. 8 Sheet No. E4 A. Building "C" Electrical Plan 2/E4: 1 . At Staff Toilet 40 replace existing duplex receptacle with GFI protected duplex receptacles. IMM-ND-2 Sheet No. E5 i A. Multi-Purpose Building Electrical Plan I/E5: 1 . At Boys Toilet replace existing duplex receptacle with GFI protected duplex receptacles. 2. At Girls Toilet replace existing duplex receptacle with GFI protected duplex rrceptacles. Tigard ES Remodel and Tualatin ES Remodel Addendum No. 2, Page 2 of 4 1 I Project No. 9523/9524 DRAWINGS (Tualatin Elementary School) hem-NW. 10 Sheet No. El • A. At Howe List change Type "A" to read: "Linear direct/irdirect fluorescent fixture,oval shaped housing,cross blade baffles,end caps secured with no visible fasteners, formed reflectors, 2-F32T8 lamps every 4'of length, 120 volt electronic ballast. Mounting height and fixture length as indicated on drawings. Finelite Series 252-32-2-TS-120,Gamalux Ovalux. ltem No. 11 Sheet No. E2 A. Building "A" Electrical Plan Lower Level 1/E32: 1 . At Toilet M 15 replace two existing duple c receptacles with GFI protected duplex receptacles. 2. At Toilet M 15A replace existing duplex receptacle with GFI pro ected duplex receptacles. 1 Item No. 12 Sheet No. E4 A. Building "B" Electrical Plan I/E4: i 1 . At Boys Toilet B12 replace existing duplex receptacle with GFI protected duplex l receptacles 2. At Girls Toilet B 16 replace existing duplex receptacle with GFI protected duplex receptacles. B. General Notes: 1. Add the following: "5. It has been identified that the following rooms havt existing electrical routed to under sink location where new water heaters will ')e added: Classrooms B1, B3, B5, B6 and B8. At these locations the existing circuiting may be used. Each existing connecti(,n shall be verified to assure that the required conductor and circuit breaker is provided as specified. Also verify the load being added to any branch panel affected by these connections." item No. 13 Sheet No. E5 A. Mechanical Equipment Schedule: 1 . Change electric J connection for AC-I from 12(',V/20A/1 P to 208/20A/2P. Change circuit breaker in panel N2 from 20A/l P to 20A/2P. 2. Change electrical connection for CU- 1 from 120V/20A/I P to 208/20A/2P. Change circuit breaker in panel N2 from 20A/IP to 20A/2P. Use 3#10 conductor for home run in a 1/2" conduit. Tieard ES Remodel and Tualatin ES Remodel Addendum No, 2, Page 3 of 4 , ., ..,....,.:....,w:,:,.,.wR. ;.,....a„raxa.h•.a rxrr.:,.�:Tce,uecax+.::+.,...,. IF i, Project No. 9523/9524 AP#'ROVED SUBSTITUTIONS j=J�W_14 The following is a list of material items and manufacturers other than those specified that are approved foi bidding. All approved substitute items are subject to requirements of original specifications,drawings and any addenda: SECUON EMM MANUFAMRM 09300 Ce:ncntitious Backer Unit Panels Georgia Pacific Dens-Shield Tile Backer. 09510 Acoustical Ceilings Celotex MF-412 and Bet-197 Baroque. 1.5140 Gate Valve Stockham Model B122,Class 150 bronze rising stem threaded end ;;olid wedge. Ball Valve Stockham Model 5214-BR-T-T 4(X) psi bronze two piece threaded end ball valve with PTFE seats and hard chrome platted bronze ball. 1540 Lavatory Carrier Watts/Ancon CA-41 I. 16760 Administrative Paging System Simplex 51 i0 Control Center with Remote 130-9252. END OF ADDENDUM NO. 2 1 i Tigard ES Remodel and Tualatin ES Remodel Addendum No. 2, Page 4 of 4 \ i cc �LLA Q � a3� Zw< aN> s Gu» f 3 <JLLl ; (5) 36-2-!-15 EN/GBX J UPPERS W/ (1) AOJ _ _ _ Z— d_ _ _ _ _ SHELF g / (9) EO , S CBL LOWERS W/ PLAM COUNTER POSTER ! a (1) OWR b AOJ SHELF F-W/ 4- SPLASH DRAWERS I I 5 � Z t � NEW 4- RB TE%CNER'S 36-84-28 (4)36-36-24 48-36 28� CLOSET HOLD BACK 4' =ROM WALL (j) SEE 5/4 FACE SHOULD BE FLUSH W/ POSTER OWR 1--- z Lj z NEW 3' 0' X 7' 0* TYPE B SC LLJ OR W/ TGL RELITE, HOW GRP 1, CL- WO LWO FRAME - S b V = >S cr- 1 LS 26 - WEST E L E V NOTE: ALL CABINET SURFACES TO BE PLAM Q R 1/4- _ 1'-0- �` w LL! _) C-) � Q � r • ELECTRICAL PERMIT CITY ®F TIGARD - � RESTRICTED ENERGY �414 COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #: ELR96-0107 DATE ISSUED: 04/04/96 13125 8W Hall Blvd,Tigard,Orogon 97223•8199 (503)839-1171 ,t � PARCEL: 2S1130P-00300 SITE ADDRESS. . . t SUBDIVISION. . . . : ZONING: • BLOCK. . . . . . . . . . : LOT. . . . . . . . . . .. . . 1 Project Description: SENSOR WIRES I NSTALLED FOR HV''IC --____-------------•----.---------•----- -----___,_---------------- A. RESIDENTIAL---- ---- P. COMMERCIAL---------------------r:-------------------- • AUDIO & STEREO. . . : AUD i O & STE REO. . : INTRr,OM & RAG_VG. . BURGLAR ALARM. . . . : E?(TILER, . . . . . , . . . : LANDSCAF°E/IRRIGAT. • : GARAGE OPENER. . . . . CLOCK. , . . . . . ,, . . . . MEDICAL. . . . . . . . . . . . : HVAC. . . . . . . . . . . . . : DATA/TELE COMM. . : NURSE CALLS. . . . . . . . : VACUUM SYSTEM. . . . ,- FIRE ALARM. . .. . . . : OUTDOOR LANDSC LITE: OTHER: : : HVAC. . ., . . . . . .. . . . : X PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . : TOTAL # OF SYSTEMS: 1 Applicant : - -_-__----- ---------_ ---------__ ------ ------ FEES - -- -- -- -- __ - MECHANICAL CONSULTANTS type asloccnt by date recpt 205 SE FIRST ST. (HWY 99) PRMT $ 40. 00 JMH 04/04/96 96-277824 SACT t 2. 00 .:TMH 04/04/96 96-277824 CANBY OR 97013 Phone #: 503-266-8666 Contractor: ---------------------•--------•------- --------------------- MECHAN I CAL CONSULTANTS INC $ 4;-J. 00 TOTAL 205 SE FIRS', ST, HWY 99E -- - ---- REul1T1,Jr_7D INSPECTIONS ------- CANBY OR 97013 'Ceiling Cover Elect' 1 Service Phone #: 503-266-8666 Wa Cover Elect' l Final Reg #. . : 087483 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Permitee a,• g ature applicable laws, All Mork will be done in accordance with ' approved plans. f is oerait will ,-work if work is not seartrr within lElB days of issuance, or if work is suspended for care than 189 days. s�L1ed By _____-----_.__ .___.._--•-.--..-____CIWNER INSTALLAT 1 ONLY---- - ---_..___._____-------•_-.__ The installation is being made on property I own which is not intended fc)r sale, lease, or rent. OWNER' S SIGNATURE: _ DATE: _..-------------_.____.._-_-- NTRACTO IN$TAL_LATION ONLY -- -------------____._---_-.-_ AUTHORIZED SIGNATURE: Q);1A _ DATE: LICENSE NO: Call for ilispection - 6'Z9- 417". _I I «, M♦._ .V„'.; e«a.. e �e ......�...v,.,�, Ry, r• ,place 1. A Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard,OR 97223 PERMIT# Phone(503)639-4171 FAX(503)684-7297 DATE ISSUED_________ TDD No. (503)684-2772 CITY OF TIOARD Inspection (503)639-4175 ISSUED BY PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK Address RESIDENTIAL—Restricted Enemy Fee. . . . . . . . . 140-00 RL OGRE _ (FOR ALL SYSTEMS) City State Zip Check TMoe of Work Involved: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audit r and Stereo Systems IS NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS. ❑ Burglar Alarm 1 2. CONTRACTOR APPLICATION ❑ Garage Door Opener• 1( ❑ Heating,Ventilation and Air Conditioning System* Contractor �C'C�. "&Afype �ww ne-,+i w�N ❑ Vacuum Systems* Address S•F ._—Akr v Uther Dateu- V _ _ COMMERCIAL—Fee car each system . . . . . . . . . 540M (SEE OAR 918-260-260) Property Owner 'C 1 lir!R0A Sc-0p;)%- h►S[s:►LT _ h�gLk Tyne of Work Involved: i Contractor's Board Reg. No. 08"44-3 ❑ Audio and Stereo Systems ❑ Boiler Controls Phrrne # �jQ _ �(�- F2 f'o ❑ Clock Systems 3. OWNER APPLICATION ❑ Data telecommunication Installations ❑ Fire Alarm Installation Print Owner's Name Phone No HVAC Sensor Vj r� 4 HVAC �TRoe j'f ❑ Instrumentation #. Address El Intercom and Paging Systems ❑ Landscape Irrigation Control' City State Zip ❑ Medical This permit Is Issued under OAR 918.320.370.This applicant agrees to make only ❑ Nurse Calls restricted energy installatinns(100 volt amps or less)under this permit and to do the ❑ Outdoor Landscape Lighting* following: 1. Only use electrical licensed persons In do installations where required.(Certain ❑ Protective Signaling residential and other transactions are exempt from licensing.These have ❑ Other asteriskN•).All others need licensing). 1. Call for an inspection when all of the installations under this permit are ready for inspection at 503.639-4175. Number Of Systems 3. Purchase separate permits for all installations that are not ready for inspection when the inspector is out to inspect under this Permit •No licenses are required. Lit enm ate required for all odte►Insfallatlons. 4. Assume responsibility for assuring that all corrections required by the Im,pector are done,and 5. Assume responsibility for calling for a final inspection when all of the 5. FEES corrections are completed. The persor signin for this oer t ret t he the applicant or a.)erson a. Enter Fees $ O . au zed to h the apnlica r ► b. 5% Surcharge(05 x toral above) $ Signature � ,�.,1 TOTAL �� .Uy Authority if other than applicant ENERGAP.CHP 7w Tb `M �r March 18, 1996 CITY OF aIGARD 1 OREGON ` Mr. Ronald R. Hudson Project Manager. ! Tigard-Tualatin School District 23J 13137 SW Pacific Highway Tigard. OR 97223 Dear Ron: Thank you for your letter dated March 11, 1996 , in which you acknowledge the District' s responsibility to ensure that either the District has title to the PGE property or has constructed the two- I hour area separation wall . Since construction will have proceeded past the simple installation of the separation wall before you have i obtained title, I am trusting your confidence that the property 6 transaction will be complete and recorded before the District needs to occupy the addition. I also want to reiterate the importance of this code issue and its impact on the ultimate occupancy of the addition . To ensure that we don' t end up in the situation - e escrow is held at and the wall. has not been constructed, please update me on the status of the tranLaction by June 1, 1996 , At that time we can reevaluate whether we need to get the wall constructed. i 4 Thank you for your cooperation in this matter. Y Singly, i avid ScoCt , P. E, Building Official i C : R . Joki X. Rueda Jim Hendryx Bill Monahan Tom Plescher i file Cbup95-O363\hu scn.dcc. 13125 SW Hall Blvd., Tigard, OR 97223 (50316119-4171 TDD (503) 684-2772 — -� tc Tigard-Tualatin y School District 23J } Larry Hibbard Administration Center 13137 S.W.Pacific Highway Tigard,Oregon 97223 Tel. (503)620-1620 Fax (503)684-2296 March 11, 1996 I Dave Scott Building Official 4 i City of Tigard 13125 SW Hall Blvd. \ Tigard, OR 97223 _ e, RE: Dur .lementar`y Additions I Dcar Dave: The District appreciates your unJerstandiag concerning the timing of the purchase of the Portland General Electric (PGE) property which will alleviate is the requirement for a two hour separ: ,ion wall in the addition. We will be able to furnish you with a copy of the signed contract within the next two weeks. � \Vithin two months we will have concluded the purchase and will provide you z with the required documentation. The District understands and concurs with the concern that eventual occupancy is contingent upon either a two hour separation wall or the purchase of the property. We will work closely with you and your staff to ensure the situation does not occur in which the two hour separation wall is not in place and the property has not been purchased. This is clearly the responsibility of the District. { Sincerely, Ronald R. Hudson Project Manager c: R. Joki G. Fisher X. Rueda Our commitment is to educate every student to be a successful and re-sponsible contributor in our changing world. Ie CITE' OF TIGARD ELCTRICTEL CNER T RC�TRICTED ChdCRG`l COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #i ELR96--0077 13125 SW Null Blvd.Tlpud,Onpon 97223`•5199 (503)639-4171 DATE I O SUED: 03/04/9C S 0`t�a Lt) b uk '1 F,ARC,EL : 25113OP•-00:300 -ITL ADDRE-,j7 9W SUBDIVISION. . . . : ZONING: '�L.CC1•.. . . . . . . . : I_0T. . . . . . . . . . . . . . a,'ect Description: Install protective signRaling.AUDIO d STCRCO. . . : AUPTC R 9TEPE O. . : INTC'RCOM & rAGING. . : e BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPF/IRRIGAT. . : GARAGE OPE:NER. . . . C1..00K. . . . . . . . . . . . ME:DICAL. . . . . . . . . . . . : IVAC. . . . . . . . . . . . . r DATA/TOLE COMM. . : NURSE CAL-LS. . . . . . . . . )ACUUM i; ,Tr-M. . . . : r`I RC AL.ARM. . . . . . . OUTDOOR L.ANDSC L T TI 3TfIER: : : HVAC. . . . . . . . . . . . I PROTECTIVE SIGNAL. . : X IN'.^TRUMCNTATION, : OTIICR. . : Tf1TAL # Or SYSTFM�.': "app] icant : -.w._. ._.___.. .__.._ . _.__... ..__. _ .._ _._.. ._ . _..__. ._ .__. __._.___. . r'C175 .. ._ ItiARD TUALRTIN SCHOOL DISTRICT type. amo,rnt by date r eC- :3137 0W PAr-TFIC I I W Y PPMT $ 40. 00 CJ^ 03/04/16 16 076G ' SPCT b 2. 00 CJS 03/04/96 96-2766 -IGARD OR 97;1c*7 'hone #: SO3 E l34- ':�35 I antractora -"Ohl I TPOL Rr1C I r T C I. 4*k'?. Orl T• iJTA(.. 4 tT75 13W 6TH (IVE. i REOUIRCD INSFCf'TIU,,IS - _ .... 'ORTLAND OR 97 01. Wa). l Cover Elect, 1. Final � hcne �I: ci 3".fid � G h1.E:Lt ' I CEI-ViC-e ------ eg #. ., . 5'3435 'his permit is issued subject to the vegulatio�ls contained in the _.. ':pard Municipal Code, State cf Dre, Specialty !'odes and all other Pet-m it ee Oi gnat I.tr-e _pplicable laws. All work will be done in accordance with ;;roved plans. This peroit will expire if work is not started IN days of issuance, or if work is suspended for more •.han ISO days. Is 4ted 11y _.__. . .. _. f1WNr _11 Ih;7T41LL_ATION CJAILY ''he instal la•tion is b- ing mr1cle en pr•opet-ty I a,,In which is nat intencied for ,ale, lease, or- rent. '7WNER' a SIGN(ITURF: -__ I)(ITE3: rOr:TPrriCTOR INSTALLATION ONLY iLIHORIZED SIGNATURE, DATE: I CENSE NO. Call fni- irspec-tion 639--4175 A t "NF1 A�•' "•'M�v n-•r.�e'p k,r"'rYA'�"r'•"F. �. r, Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. PERMIT # v G�077 Tigard,OR 97223 — --- - -- -- --- Phone(503)639-4171 DATE ISSUED 3-9-_96 FAX(503)684-7297 -- —— — TDD No. (503)684-2772 i CITY OF TIGARD inspection(503)639-4175 ISSUEDBY PLEASE COMPLETE ALL SECTIONS .. 1 1. LOCATION OF INSTALLATION _�U�10 .S(U tJ1.(�.�I'-)»1 4. TYPE OF WORK Addren s� – RESIDENTIAL—Restricted Energy Fee. �9Sl.f?Il (FOR ALL SYSTEMS) City State Zip check Type of Work Involved: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems IS NOT STARTED Wtf HIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS. ❑ Bum,lar Alarm ❑ Garage Door Opener" 2. CONTRACTOR APPLICATION ❑ Heating,Ventilation and Air Conditioning System" Contractor Type f^` ❑ Vacuum Systems" � � �� ��� ❑ Other Address ) _ 1 COMMERCIAL—Fee for each system . . . . . . . . . > I Date_ a(' J / (SEE OAR 918-260-260) Property Owner` Check Type of Wok Involved: Contractor's Board Reg. No. ,J� D j f� ❑ Audio and Stereo Systems ❑ Boiler Controls Phone# Clock Systems ❑ Data Telecommunication Installations 3. OWNER APPLICATION ❑ Fire Alarm Installation ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control' City State Zip ❑ Medical This permit is issued wrier OAR 918.320.370.This applicant agrees to make only ❑ Nurse Calls restricted energy installatinns(100 volt amps or Mss)under this lwrmit and to do the ❑ O tdoor Landscape Lighting* following Protective Signaling 1. Only use electrical licensed persons to do installations where required.(Certain residential and othe!transactions are exempt from licensing.These have ❑ Other asterisks(•).All others need licensing). I e. Call for an inspection when all of the installations under this permit are ready ! for Inspection at 503-639-4175. V Number of Systems i' 3. Purr ase separate permits for all installations that are not ready for Inspection when the inspector is out to inspect under this permit. •No licenses are required. Licenses are required I'm all other Installations. 4. Assume responsibility for assuring that all corrections required by the Inspedor - --- - -- - -- - I are done,and 5. Assume responsibiliq'for calling for a final inspection when all of the 5. FEES corrections are completed. L01ez' The person signing for this permit must he the applicant or a person a. Enter Fees $ t authorized to hind tt applicant. b. 5% Surcharge LOS x total above) $ Signature �/ S�1 TOTAL $�/Q f Authority if other than applicant ENFRGAP.CHP t. �.111107 K' ,, 1 , ry ' FEB-26-96 MON 16:43 SELIG LEE RUEDA FAX NO. 5032244836 P. 01/02 LEE / R EDA l rc'1►llf�-(-Is lend Planners '101'0, Portland, Qrtgon 97204 �,,,• ;ij 0 224-M73 FIELD REPORT NUMBER FIFTEEN (15) g0yb� .5w 5H 17 FF c t4It) � ADDITIONS AT DURHAM ELEMENTARY SCHOOL ✓ DISTRIBUTION: Ron Hudson Wednesday, 21 February 1996 7:45 AM Russ Joki Todd Construction TCI Job Shack Weather: Cloudy Temp: 40's Gotchall & Associates I Cundiff Engineering Manfull Curtis Jim Funk Persons Contacted_ Hary Wingard, Geoff Wenker, Ron Hudson, Kip Gladder, Xavier Rt eda By: Xavier Rueda 1, Transrnlitals: 1 a. SLR to TCI: Roofing submittals, tackboard and color, markerboard, tackboard. SLR to TTSD: Roofing submittals, tackboard and color, markerboard, tackboard. TCI to SLR: 10 day schedule and CMR's 5, 6, 10 and 12. 2, Electrical: Drawing 16.5, Storage C7. Grid 13: Relocate wall outlet 4' to east for future kiln fan. 3. Morkerboard: a. Height to cholkrall: 30". b. Calor: White. 4. CMR: a. Issue no cost CMR for point modificoticn b. Issue CMR for deleting paved walk at south side. j S. Paint: a. Letter from Westside Painting Inc. i. Volleyball Anchors: i Hary to coordinate with suppliers. 7, ('hair Lift: Srorage by SD still to be verified by Ron. Mr.011.w Y. Hama rr .5 p.�'�r�-! r� ypp �+ 10 ya'n.'.i., rtir'..t ,., s Jaw'r•,,.. ......... ..,. elY. §+n:.A1kR+.irx:•eNAlY�wro+.... .. FEB-26-96 MON 16:44 SELIG LEE RUEDA FAX NO. 5032244836 P, 02/02 i. Color Schedule: In progress. 9. PGE Property; a. School District has verbal from City that 2 hr. wall need not be constructed based on SD having signed purchase dnreement with PGE. k .� b. Indicated to Ron that OTAK may have clone a wetland review on PGE property. 10. Pre-toofing Conference(9:00 a.m.): Doug Griffith (Griftith Roofing), Vondomlin and Digger (TT&L Sheet Metal), Robert Lawson (Tremco), Tod (Electrical), Ed (Plumbing): G. Schedule for roofing start: Built-up- Ready to start 2-22- Area A Metal- Metal roof after BU has started. If Phases: (1) 2 plies first; (2) 2 plies after metal roof. b, TO prefers no phasing (except for gravel). C. Coated base felt will cap over parapet for wer_ythcor protection prior to metal coping Installation. d. If roof penetrations are needed after roofing begins, call roofer to fix patch. Gravel to be installed in summer. e. Roofer indicated OK to bsgin with Sector"A", . f. 4 Ib. lead flashings at roof drains to be used. Surrip iwceiver will be used to set RD. g. TTL to c,�nfirm dimension for roof vents detail 31/4.;!, 1" clearance required for BU roofing at roof vent flashing. h. Walk Roof:Metal roofing and gutter at penthouses to be raised I foot to allow for installation counter flashing below gutter. I. Spacing of standing seam will not be same cis exisfing. } END OF FIELD REPORT 4i i '• . n PS, fl;, .a ,; i ,.,,, , il' qtr,_ a: ^:n•, !'' ,'k' Rittpgq�„w .assn. FEB-19-96 MON 14:45 SELIG LEE RUEDA FAX NO. 5032244836 P. 01/02 LEE RUEDA and Pbmners f'rntland, Oregon 97204 i! '24-0173 FIELD REPORT NUMBER FOURTEEN (14) E ADDITIONS AT DURHAM ELEMENTARY SCHOOL I)ISTRIBUNON: / S S w zlzoe I /�r,( izon Hudson yvednesday• 14 February 1996 7:35 AM Russ Joki Todd Construction TCI .lob Shack Weather: light Fog: Clear!ky Temp: 40 Degrees Gotchall & Associates Cundirt Engineering Manfull Curtis Jim Funk pmons�Qntacted; Hary Wingard, Geoff Wenker, Ron Hudson, Xavier Rueda By: Xavier Rueda 1. Submittals: a. SLR to TCI: Mechanical submittal review comments, ;audio wall, seismic joint. RSH chair Ilft. b. TO to SLR:Tackboard. MB, mrster Change OrdFr Peccrd, submittal control review. 2. Hallow Metal: Final Submittal: Revise RD32 height from 7'-9-1/2" to 6'-5" 3. Review status at CMR's: i a. CMR No. S received. f b. CMR No. 6 received, C. CMR No, 7 received. d. CMR No.'s 4, 8, 9, 10, 11 and 12 not returned, ; 4. Mechanical: No floor drains shown at mechanical Area "C" and "W. MC Inc. reviewing. S. Chalr Litt: �f Contractor asked if School District has place to store lift which has been received by supplier. Ron to verify if space avollable under stadium at Tigard High School. 6. Schedule. a. 10 day schedule submitted. b. Next week Project Schedule will be submitted. k _ .4wwv,.wts,u vnww.+ ..,www�.ir Z• a: T& 'f FER-19-96 MN 14:46 SELIG LEE RUEDA FAX NO. 5032244836 P. 02/02 � 4 I 1 I 7. Pre-Rooting Conference next week at 9:00 0.m,: � a, Need to schedule for next week. b. Need to have Robert Lawson at meeting. 12/1v/9G' '_owson confirmed.) C. Need to have Griffith Roofing at meeting. r d. Need to have TTL Sheet Metal at meeting. 8. Furnishings: Scheduled to be on site In July. will store in Muhl-Purpose Room. IMC was first choice but may get In Contractors way for finish work. a9. Work: a. Area A: installation of 11ol%ts in progress. b. Area 9: Exterior walls up. C. Area D: Slab on grade to be poured tomorrow (ck-3ssrooms), rym slab Poured. d. Area C: Stage open and bearn installation scheduled for 2/15/95. 10. Site: Contractor can waste excess excavated soil on site (li piloperty). END OF FIELD REPORT i w 1 f 'Tigard-Tualatin School District 23J Lamy Hibbard Administration Center 131:37 S.W. 1 iclftc Highway Tigard,Oregon 97223 Tel. (503)620-1620 Fax (503)684-2296 • i February 13, 1996 Dave Scott Building Official City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 i RE: Durham Elementary Additions Dear Dave: � The District is proceeding as cxpedlitiotisly expeditiouslyas possible to purchase the Portland General Electric (PGE) property adjacent to the Durham Elementary School which is involved in the criteria for the design of the addition. Attached is a letter from PGE and a Board resolution confirr',,ng the purchase of the property. In your letter of January 9, 1996, you specify the District shall have title of the PGE property prior to the construction of the wall along grid line 14 if that wall will be constructed to one hour area separation standards. It is estimated we will be ready to construct the wall in question the first week in March. At that time we will have have a signed contract with PGE, but will not have recorded title. Since the title recording process is a lengthy one, 1 request you accept the signed contract rather than title as proof of ownership sufficient to alleviate the two hour area separation wall. ' Sincerely, Ronald R. Hudson Project Manager 1, c: R. Joki G. Fisher X. Rueda ;4 Our commitment is to educate emy student to be a successful and mponsible contributor in our changing world. fti�I" • tit:..�irilrrliw. ...� .,arM:»....,..«..:wrxw*r,.r+cwn•.aaeMr�wr+....;rn, na;•rnW*tylM�'flay.""'al�Ifa+ttl,W,IK!IIN+�'neYfi"k>im.rlmwnn-.«..,.,,.....y...w.,w.�r..,; e. TICARD-TUALATIN SCHOOL DISTRICT 23J 1 BOARD RESOLUTION: PCE PROPER'L'Y IT 1S HEREBY RESOLVED that in conjunction with the expansion of the Durham Elementary School and pursuant to ORS 332.155, the I igard-Tualatin School District shall purchase the 2.51 acre parcel of real property described in the attached iegal description on the terms set frn-th in the attached letter from Chairman Merrily Haas to PGE dated January 5, 1996. Board Chaimi Date r 167 I , c I ,:1 � Ir 1 Ordcr No: 139888 i LEGAL DESCRIPTION I'he following described Tracts I and II being portions of those certain lands in the Northwest Quarter(NW-1/4)of Section Thirteen (13). Township 2 South, Range 1 West. Willamette Meridian, Washington County,Oregon,described in Deed Books 167 at Page 119 and 218 at Page 203, Washington County Deed Records: 1 TRACT' 1: Beginning at a point on the South line of Durham Road at the intersection thereof with the Easterly line of County Road#531;thence South along the Easterly line of County Read #531 to the Northwest:.omer of TRACT II hereinafter described;thence East along'.he North line of TRACT' 11, 20 feet to a point;thence Tlorth along a line parallel to and 20 feet East of the East line of County Road. #531 to the South line of Durham Road;thence West along the South line of said road line to she point of beginning; EXCEPTING THEREFROM that portion dedicated as a roadway by instrument recorded Manch 2, 1976, in Book 1069, Page 336 Washington County Deed Records. TRACT If: Beginning at a point ot. the East line of County Road#531 at the Southwest corner of TRACT I above described;thence South along the EAST line of said road 321'feet to a point on an Easterly projection of the Southerly line of tract conveyed to Durham School District No. 82 by !Feed of record in Book 322 at Page 470, Washington County Deed Records;thence East along said projected line of the School District tract 305 feet to a point; thence North parallel with the East line of said County Road #531;a distance oI.325 feet to a point;thence West 305 feet parallel with the said projected southerly line to the point of beginning. i kik{ Jd I N Ti I I A t f • iyy ......gMWMiMY'L1•wr».r-•'. .'U,t•!w'. .. ,. .. ,.,n.+:ehY4'Y'r+vsV'.w7"IHr::hyAAf!i'.4P,n ix..+wm, .:,....,... . ..w+MMIY�'�F11'r„ ., February 12, 1996 Tigard Tualatin School District 23J CITY OF TlGAIRD► ATTN: Ronald R. Hudson 13137 SW Pacific Hwy OREGON Tigard OR 97223 TRAFFIC IMPACT FEE FOR Durham School Addition Enclosed with this letter you will find a calculation sheet showing the j computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $11 ,897.00. You have three payment options available to you. The first is to pay the TIF I at the time you are issued a building permit. The second is to arrange for j payment over time by signing a promissory dote (if you wish to exercise ` this second option please contact me for additional details). The third option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1 St of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorl;A�er no later than 5:00 p.m. on February 26, 1996 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any quest;ons, or if I can be of further service, p!ease contact , mea t 639-4171 . James S. Duckett Development Services Technician c: TIF file Building file 1312.5 SW Hall Blvd., Tigard, OR 97223 (503) 6394171 TDD (503) 684-2772 . ` WNER r GATE. Ptjv4s CHECK NO.: C)2- 1 -9(o j0-aC P OJECT TITLE / �A� h�,,,.. Sc �oo/ c�� • rte,., CIDUNTYWIDE _ TRAFFIC INVACT FEE CANT: � WORKSHEET vc SUNG ADDRESS: (FOR NON-SINGLE F.k,%vny USEIC-., F% -3 13 A�i, � C1'rY/Z1P/PHONE_ RATE PER LAND USE QATFGQRY TRIP TAX IAP NO.: RESIDENTIAL $159.00 -ap S / 13 VV3 - OZ)3" BUSINESS AND COMMEP IAL $4.0.00 S NO. DRESS: -- � 1 A6,00 INDUSTRIAL $1S3.Q0 (��� DC INSTITUTIONAL $66.00 Del PAYMENT METHOO: � � CR'E'DIT .1 InsrrTtmowu ONLY'. BANCROFT(PROMISSORY NOTE( LANOusE-►TEGORY Esk RwnoN OF use �Y AVM TRIP M WEEKENn Av[TPIP PATT - -1 t OE_FA TO OCCUPANCY 5 Fc /�,�,r.;��, x� f BASOL __ f n 7�6 S i S re C,;. ��,4 x.51 i r� rTo, - of ,z/ .y, / t� S 55• �y. '� �r`�'T�� /0 -c�!G-Gi S �u� i 7� ��v'3t��.•�r- Fi-.a,,,.� �jo,, f/��/s�,„ ete r %�,..`I j�Prr G.t`s,., �� o be �� ;►�rrtr5c o� Ca,LCJLiT10NS: � I PROJECT T111►QE}1ERATtON: LJ ACOITIONAL NOTES. O^.UTt /- FCR ACCNNO PURPOSF.s CNLY' o"T i1 F -Ta r 77'A L - T os TRMSUAMT. CC. wYASNIN($TCN CCUNry ��— ,IF 40TE30ex trim'1 a 4 i NMI- 41- 'jPl CCPadw-d Gar Electric Co qmM • • i January 23, 1996 i George Fisher, Business Manager Tigard-Tualatin School District 23J 13137 SW Pacific Hwy / Tigard OR 97223 Dear George: a � a5 ' This letter is to confirm our telephone conversation of January 22 concerning PGE's substation property which is adjacent the Durham Elementary School. This letter shall serve as an option between the S .huol District and Portland General Electric allowing the School District to purchase the. substation property from PGE in the next 60 days for a price of$110,000 according the conditions in our discussion and in recent correspondence with the School District's attorney. Should you need any additional information, please feel free to call me at 464-8120. i Very truly yours. Dave Larsen Property Department `f IPS2-4631 i 12, S.W.Salmon Street,Portland.Oregon g??04 t 5 H1�4 c'1p, I• A .�., •«+w' _� .rr.7. ♦•.'v,v^«�rv'r-r.n•w^�q: ��•« ..,. ...,•,. r ,,.. ..�M�' ^y �91�'4 �'` ' N•+r'«+R "s�" n•w,.�er•`►th' r. AM , I JAN-19-96 FRI 14:52 SELIG LEE RUEDA FAX NO. 5032244836 P, 01/01 ger z,,. LEE RULDA :-I r1-1111c•cts and Planners tifwa, f'ortlnruf, Orqon 97204 40) 224-0173 i 17 January 1996 I- ` MEMO - I To: Jim Funk R,y: Xavier Rueda RE: DURHAM ELEMENTARY SCHOOL Regarding distance from wall to toilet: Jan Campbell, HC consultant to Portland School District, indicates toilet would not be accessible but if a request wus made to her to Install a G i W.C. 24" from wall to allow for a special situation, she would approve it. ` 'Khat will you allow? o. 18" per Code. or t b_ Allow 24" for special use at one Boy's and one Girl's Toilet Room. C, Please feel free to call with any questions. r t END OF MEMO to df �, a ��. 1,T7 WnTm BUILDING PERMIT CITY OF T DATE PE.FRMJ ISSUED: . 01/11/96 BUP9J Qt4r'2 COMMUNITY DEVELOPMENT DEPARTMENT 13125 8W Hall Blvd.Tigard,(Dragon 97223.8199 (503)639-4171 PARCEL: 2S 1 130E-100300 SUBDIVISIONS . . . I 1A &PA ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . REISSUEM: FLOOR ARC'F).3•---- -_.__-_.._.._ EXTERIOR WALL CONSTRUCTION - CLASS ONSTRUCTION CLASS OF WORK. :,NL<!C FIRST. . . . : 394c'O elf N: Rs F1 WY TYPE OF USE. . . :ED SECOND. . . : 0 5 PROTECT OPENINGS?-_._____-__ TYPE OF CONST. 15--1 HR . . . 1 0 s f N z S: E: W1 OCCUPANCY GRP. :E 1 'TOTAL_---.-._ : 3J1)41=.10 s f ROOF CONriT: F T RF PET?: OCCUPANCY LOAD: 0 BASEMENT. : 0 s f AREA SEF'. RATED: ;TOR,. : 1 IAT: 0 ft. GARAGE. . . : 0 s f OCCLI 50P. RATLD: BSMT7z MEZZ?: PLOD SETBACK"-----_---- FLOOR 1-00D., . . . : r f° LE=rT: 4) f4- RGI-IT.- 0 f f• FIR iPKI...Y SMOK DFT. . -Y (DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: Y HNDICP ACC:Y REDRM S: 0 BPTVAS: 0 IMF' 5URFACL-_: N PRO CORR:Y PIaRKINF7z 0 VALUE. $ . 3900000 Remarks : Addinn 39. 420 sa�tare feet to an vxistinn school of 23, 330 square feet. PEES TIOARD TUALATIN SCHOOL DISTRICT type amoLtnt by date recpt 1.3127 ! PACIFIC HIGHWAY PL--CK $ 6456. 4C B 10.102/95 95--271161 FIRE $ .3973. 20 B 10/02/95 95-271161 TIGARD OR 9721::: PRMT $ 99:33. 00 JJSD 01/11/96 96--2741334 Phone #: 684-2235 `_`PCT i 496. 65 JSD 01/11 /96 96-274834 ERGS 1 95. '. 00 JSD Q11 /11 /16 96--274£134 Contractor: ------- --- -- _____..___.._ ......_._.__-E RC'C t 309. 40 JSD 01 /11/96 96-274834 TODD CON97RUCTION. INC. EP.PC $ 101). 40 .JrI) 01./1 1/�,6 96-2740:14 PO BOX 949 TUALAT I N OR 9712162 -_-._--___----_.-____ Phone #: 620-7652 f ='430. tO TOTAL Req 's. . 0537,84 ---- - -- RFD1_J T RED INSPECTIONS ---- --This nersit is issued subiect to the -eaulations contained in the Foot/Fot.tncl Insp Gyn Board Insp Tioard Municioal Code. State of Ore. Soerialty Codes and all other F'ost/Eaeam Ins:p Fittscr Cei lna Insp acolicable laws. All work will be done in accordance with Strttc Steel Tnst7 613rinkler Under5i. acoroved plans. This oersit will eydre if work is not started Re+inf Steel Inso Sarink1er Rough- within 190 days of issuance, or if work is suspended for sore S 1 a b I n s p S or i n k 1 er Final than 198 days. Tilt-tip F'nl Insp Fire alarm Insp I! MEZscinry Insp Smoke dettertar i Framino Insp Apor/s:dwl1( Tnsp Roof nailnq Insp Misc. Tnspection r� Permittee f3i:afl _tre� :J� C_ Tna1_11atinrl In,p Final Inspect ion ;ihear Wall Insa IssUed Firevia11 Inns _. l � \ 1 Call for insaection - 639-4175 t oil 1 r Commercial Building Permit Application, - Lity'af Tigard I-p- - 13125 SW Hall Blvd. Tigard, OR 971223 (503) 639-4171 � 1 Jobsite Address: T/�si�4C>�71?�W;�OTh/ Office use Only Tenant: Z:A42y .__._._---------- Planck/Rec # � valuation: ---3Permit# Owner: .s3GE`� 1�r`1T -���_ -- Map & Tl. # 7`.��_��fJ _ Soo Address: 13/37 4f ��X w pprovals R e quired Planninc. �rL"rel Phone: ee".9G •1/6 2?6 Engineering Other..- Contractor: ther _Contractor: /SSI "( f �P'G1 Address: -� Type of const: Occupancy class: Phone: Sprinklered? <'4es No Contractor's License # (attach copy of current Oregon license) Sq. ft. of project: 3V 4�7D f*'lr,Z�'J) i Contact name & phone. — Story (1st, 2nd, etc.) P Pro osed use: ! Architect/Engineer: _ Previous use: ix!l�7�d)'Yt� Address: 2/3 -W�� iYZ a/ Note: Plumb;,ig & mechanical plans must be submitted at time of building permit application. Phone: _ 2Z4 _0/7,,.3 _ E JOB DESCRIPTION: A licant Signature & one number Received by:&1yVV4 _MAf l Date Received: erall�.r�r�p AWK AL oft err .r. Permit Account Description Amount Amt. Pd. Bal. Due( •r ��ilw f Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) 43 State Tax (TAX) Bldg: Plumb: Mech: !! j1 Plan Check (PLANCK) Bldg: Plumb: Mech: r r� Sewer Connection (SWUSA) _ Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) !_ _ Commercial TIF (71F-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) ', Office TIF (TIF-0) _ Water Quality (WQUAL) Water Quantity (WOUANT) Fire Life Safety (FLS) 3 J -13 ZD Erosion Cntrl Permit (ERPRMT) '� >S 2 Frosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) Q TOTALS: r. I IT WAS NOTED THAT ARCHITECTS WILL UPGRADE TYPE Sid 1 CONSTFUCTION WITH THE USE OF TYPE 1-HR CONSTFUCTICN r MATERIALS, HOWEVER: THIS NON-REQUIRED UPGRADING SHOU:_D NOT BE MISTAKEN AS F.EOLIIFED 1-HR CONSTFUCTIGN BY THE BUILDING INSFECTORS DURING CONSTRUCTION. ! 4! B. LONG DISCUSSION WAS HELD ON THE DEFINITION OF "COF.FIL09." AND WEATHER. THE PASSAGES ("LONG ROOMS") EXITING THE IMC WEP.E I r TO BE CONSTRUCTED AS TYFE 5N OR TYPE 5-1HP. IT WAS AGREED THAT THE NUMBER OF EXITS PROVIDED, BOTH FORM THE CLASSROOM PODS AND THE IMC, EXCEEDED THE EXITS REQUIRED AND THE "LONG ROOMS" OR PASSAGES WOULD NOT BE CLASSIFIED AS CORRIDORS. 9, ' THE EXISTING RADIUS WOOD SOFFIT LOCATED ABOVE THE DOOFS LEADING FORM THE EXISTING MULTIPURPOSE ROOM TO THE NEW "ARCADE" (5-1HP) WILL BE ALLOWED TO REMAIN WITH THE INSTALLATION OF ADDITIONAL SPRINKLER HEADS AT THE SOFFIT LOCATION. 10. PANIC HARDWARE WILL BE REQUIRED AT ALL EXIT DOOPS HAVING AN OCCUPANT LOAD OF MORE THEN 50. OCCUPANT LOAD WILL BE DETERMINED USING THE AREA OF THE ROOM FROM WALL TO WALL. FLOOR SPACE OCCUPIED BY WALL CABINETS WILL BE INCLUDED AS PART OF THE PCOM AREA. it. Two EXITS WILL BE PP.OVInFD FROM ALL ROOMS WITH AN OCCUPANT LOAD OF MORE THAN 50 AND EACH DOOR WILL HAVE PANIC HARDWARE. 1 12, LOW DISCUSSION WAS HELD ON THE DCFINITION OF "FOOM" AND "EXITING THROUGH ADJOINING ROOMS". UBC 3319. (d) WAS INTERPETED TO MEAN T'VAT THE INTERIOR, ROOMS IN THE CLASSFOOM PODS WOULD BE ALLOWED TO EXIT THROUGH THE "PASSAGE" AND 'HE CLASSROOMS AT THE: END OF THE PASSAGE. L 0h6 Qnm i 13, DETECTORS WILL BE PROVIDED FOR THE FOLLOWING: b� XA v I �r CLASSROOM PODS PASSAGES (AT IMC) ARCADE f:YMNAS I'JM TOILET FOOMS W/O DOORS 14. FIRE ALARM PULL BOXES WILL NOT SE REQUIRED AT THE CLP.M POD EXITS. FULL BOXES WILL BE LOCATED AT THE "NORMAL" EXIT i PATH OF TRAVEL. „J END OF MINUTES I r V H. ti. i t } '' .. .i0b AL 28 July 1978 - Mr. Ray Johnson Tigard Elementary Schools - Paae 2 We propose to install an automatic sprinkler system and a detection system In the Multipurpose Room and all rooms adjacent to same in lieu of one hour wails. Our only other recourse is to construct a 2 hr. separation wall e between the Multipurpose Room and the rest of the building and take out the sprinkler system in the Multipurpose Room and all adjoining rooms. In terms of life safety and building safety we feel that the sprinkler system would be more beneficial . I believe this subject was discussed in the ■ preliminary plan review conference on 2/19/78 but was not documented in the minutes. Item 5: �� {—A 6'14 States that platform exits may not pass through Storaqe Room 5. Section 3302(c) "exits through adjoining or accessory areas" allows platform exits as shown on plans. Detectors will be added to Room 26 and 28. Item 9: W States that one hour separation required between Kitchen and Assembly Area. Refer to Item 3 move. If there are any questions regarding the above items, please contact Chuck Selig or myself. We await your concurrence. Sincere y, ep Xavier E. R.ieda cv Chuck Thompson Ed Walden r Deb Fennell " G MEL I n ' { i r y r �4 t� M I Grid TIP, F �• _ 0100000. Ptwa.ewK.,..,•..,. ,.. ,..r.»,+,adFk�rt�t+ldl��vwwari�r�aar+ri�•+i�..»,.,.__... � r yr r'�, January 9, 1996 CITY OF TIGARD 1 OREGON Xavier Rueda 213 SW Ash Street Portland, OR 97204 Re : Durham Elementary Additions BUP 95-6422 Dear Xavier: Pursuant to your letter, dated August 31, 1995, and our meeting of January 5, 1996 , Tigard will grant the following modifications/alternate methods of construction for the subject building: 1 . Allow the roof and exterior walls of the e,:isting mechanical. penthouse to be of Type V-N constrr,:tion, although the building is of Type V-1-hour construction, subject to the following conditions : a . The penthouse is separated from the classroom pod below by 1-hour construction (already required) , b. The penthouse room is provided with smoke detectors, C . The penthouse is sprinklered (already required) , d. The space between the suspended ceiling and penthouse is sprinkl-ered and provided w_th smoke detectors, and, e . The space between the classroom pod and the penthouse is sprinklered and provided with smoke detectors . 2 . In determining the occupant load for classroomo, f-11P floor area occupied by fixed cabinets need not be computed. The northerly yard will be considered as 2n ' :'" wide (although it is approximately 18 ' 0" wide) in determining the allowable area of the building for the purpose of a building permit , pending the school district' s acquisition of the adjacent property to provide at least a 2010" wide yard, subject to the following conditions and understanding: a . The district must have title to the adjacent property and 3 copies of a revised site plan submitted prior to the installation of any dry wall in the project (except along grid line 14 per our discussion) , 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — ' s Xavier Rueda January 9, 1596 Page 2 c • b. In the event that the district does riot have title to the adjacent property prior to the installation of dry wall, ' a fully compliant 2-hour area separation wall will be r constructed along grid line 14 , and k C . A letter from the school distr=ct acknowledging the above shall be submitted prior to the issuance of the building permit . I We understand that the existing building has a fire alarm system (throughout. ) and has atmospheric: separation between classroom pods and the IMC, pursuant to a condition of approval imposed by Tigard which allowed the original building to be 9 . 1°15 over area and of I a, Type V-N construction. Further, the "Master Plan" utilized in the original. concept allowed some modifications in the exiting requirements, espec '-ally allowing the "interior" classrooms in the pods to havr, both exits go through an intervening room which could s be interpreted as a corridor because of its geometry and narrowness . We will allow the continued use of this exiting concept provided an atmospheric separation is provided between the s new classrooms pods and the IMC and the addition is also provided with a fire alarm system in those areas required by code . I trust that this letter documents all items which are not in compliance with the strict letter of the codes . Sincer y, id catt, P.E . Building Official C : Jim Funk ! Tom Plescher File f bup95_94.22\buc95422.doc Z •�kip-�y , �n ,g 5 a. w r I TigarG-Tualatin School District 23J LoM Mbbard Administration Center 13137 SW Pacific Highway Tigard,Oregon 97223 Tel.(503)620-1620 Fax (503)684-2296 • Janua,y 8, 1996 City of 7 igard Tigard Building Department 13125 ',W Hall Blvd. Tigard OR 97/223 Attn: Dave Scott RE: Durham Elementary School Expansion Dear Da%e: This letter is to confirm our discussion of January 5, 1996, concerning the setback requiremr.nts for the subject expansion project. Currently t1he setback from the property line for the expansion is less than the 20 feet required by code. To rectify this the 'ichool District is in the process of purchasing land adjacem. to the building site from PGE. We have a firm commitment from the School Board and PGE to purchase the land. The District fully understands and will comply with the setback requirements of th•2 code. We feel with the agreements between the District and PGE, the setback will not be an issu- If the land purchase is not completed in a timely fashion the District will modify the plans to create a two hour fire wall along grid line 14, between the Area D classroom pod and the kitchen, to bring the building in compliance with code requirements. We would submit for your approval the required modifying plans prior to any construction. The District appreciates your cooperation in permitting the continuation of plan approvals, permit approvals and construction during the purchasing process. The District will not request occupancy without all required approvals from the City. Sincerely, Ronald R. Hudson Project Manager C. R. Joki G. Fisher Our cv»irnihnent is to educate every student to be a successfid and r,gbonsible contributor in our cbanging world. SELIG / LEE / RUEDA Architects and Planners 213 su+Asir Street, Rrrtlane, Oregon 97204 Tekphonc;(503)12.1-0173 F 8 .January 1996 r � � Mr. Jim Funk Plans Examiner Tigard City Hall 13125 S.W. Hall Boulevard Tigan' Oregon 97223 i, RE: DURHAM SCHOOL PIANS REVIEW PC10-7C BUP95-0422 Dear Jim: in response to your letter dated December 28, 1995 and subsequent meeting held at your office January 5, 1996, the following are submitted as requested: I UT Item 2. "-ched is letter from School District regarding pending purchase of P.G.E. property east of schcol building. This property is required to provide req,jired setback. Item'a: Drawings 1.1, 1.3 and 1.4. Attached for site modifications. ENERGY Item 1. One copy of Foam 2A. 3A, 3B and 4A attached. ACCESSIBILITY Item 1. Drawings attached 2.1 and 2.3. Item 2 Drawing attached 12.1 Item 3. Drawing attached 2.5 FIRE AND LIFEjAFETY Item 2. ` Agreed exiting not altered from Phase 1 construction. h'a Item 4. Submitted 1/5/96. Item 6. Agreed OSSC Table 43-C Item No. 13-1.4 meets required assembiy. 0,1117 INA AIA��ygQ� flpdyrg4y ''- 'N'�DW^• -++7pw,,, ..,..wwew.,rrrsrew..rnasv,.yyx..... item 8. Allowed floor area to be calculated exclusive of fixe(.cabinets. All classrooms under 1000 sf using net floor area. Item 9b. Doors A5A and ASD have panic exit device RD-EO. r Item 12. Second exit not rcquired because of area. See Item 8. Item 17. Drawing attached 2 4. Itern 18. Drawing attached 7.1. 1'. Item ZO. See Item B. yi Item 24. Drawing attached 16.5. Item 2.5. Doth floor and roof penetrations will be protected with "shaft wall" assembly at the floor/ceiling and ceiling/roof nenetrations. Drawing attached 2.4. Item 26. 'JDC Standard No. 43-9 methods for calculating fire resistance of steel, concrete and word construction was accepted. Two layers of 3/8" Type X gyp board may be used to protect 4" steel columns. Contacted U.S. Gypsum to confirm availability of 3/8" Type X gyp board and was informed it is riot available. Using one layer of 3/4" Type X gyp board requires installation without horizontal joints. Height of columns exceed 12' making one layer I installation without horizontal joint impossible. Detail has been revised to "spray on" 1 fireproofing using U.L. Design X827. Drawing attached 9.2. TR THAI Item 2. ' Submitted 1-5-96 Item 4. RS-04 and RS-05 attached. MN! AN ,AI Itern 3. Drawing attached 15.9. f Item ' Drawina attr-vhed 15.8 and 15.10. 'f y ^�nr.. T..�, ,_ ,..,«. ..,... ...9,,, ,+. .ww v... „.r„r -,,� www•'ti/R►w+y1r' .r rA t, L11►'M"'1R ti,nn...•f'M'•.wliNT.r....... V :i Item 5. 1 Corr!dors not used as plenum. . y dl.. Item 6. Smoke fire dampers have been added to ducts penetrating wall between IMC and classroom pods. Drawing 15.8. I' FIRE�P�, KL R Item 2. Detail approved at meeting of 5 January 1996. Please feel free to call for any additional information, drawings or with any questions. Sincerely . Xav ei Rueda i E .. M ag, �� �;ea♦ E .©. 5S9 Sgt. 00TCNALL S ASSOC A.01 1 OF I � r 8X1®T GL OLKCs ■ bI1 LICA V OLE" NUT 3/4"barsIL f% FL-Me 15.L5 ^ 2'1 ova OL Mbuw 40-U r" Dcl lipum g' 8 Jj l4m,w EAS 91DE EA 61DE J0I6T 14AAJGER I 51 SEISMIC TIE DETAIL CLOUDED DIMLIM6100 NOTED • 'h05W c►� ADDITIONS AT DURHAM ELEM. SCHOOL rUM-MAWIH SUML XSMer STRUCTURAL TURAL pt rr "AR"ATIOM R .04 Tl8 .. J i t _. �' I.L� • 'MFbAgrYt.4f�illtw�.r.u.,......:.. - -..,. � �,m•.. �,+i .t 61141o,16 13144 iO TCHAL_ a:s]. P. 02 I 01 1 Fat 6�N1f�5arJ )rlly 3 cATataG s1.Rays►.�tT � j 1 f LAN IErxler �IeT + li�"Wi:bYIPem w 'WOSPA' PATCH 1 U404 DOME CA -- s" II BMSMIC TIE DETAIL 14.13 '*" � I'•�p" �E-e�=1 • CL=P-D DIMWGTION6 NOTED • *VDA' ADDITIONS AT DUi SHAM ELEM. SCHOOL I STRUCFUNL CLARIFICATION FSR 17W" f'UAURN SCMM Af&rR= . - sslsNlc Tia IMF,, r : s �p uta 1 . h T.. ... -...,ray. ....�, ,,...�.. . �....F, ,- „�., W w ry•wqp yw,.1'.. •err'+T•..A � �d i r T7 1 ..r.ri.•w r..ss�s..Ya..+....... ....yµ,V l:F 1 �w..y Tigard-Tualatin School District 23J Larry 110bam Administration Center 13137 S.W. Pac fic Highway Tigard,Oregon 97223 Tel. (503)620-1620 f'ax (503)684-2296 January 5, 1996 Dave Larsen Portland General Electric 121 SW Salmon )rtland,Oregon 972.04 Dear Mr. Larsen, � i At our regular mectin}, January 5, 1996 the Board discussed the proposed land purchase of the PGE property adjacent (,) Durham Elementary. The terms that you had discussed with Mr. Fisher included a p.irchase price of$110,000 paid, over a four year period with a 25% initial payment. The District would be required to pay ten percent(10%) interest on the unpaid balance along with one fourth of the principal for each of the next three years. Also, you asked for a copy of the last appraisal the District corp missioned on the property. These terms are agreeable to the Board and we wish to proceed with purchase of the property. We will ask our attorney Rece Bly to generate a formal resolution for Board approval at our regular meeting on January 18. He will al;o be in contact with your office to go over the specific documents that PGE requires as part of the land sale and the requirements of local and State law in regard to land sale actions. To facilitate our work with the City of Tigard on permit requirements for the construction of the addition at Durham Elementary we would ask that you write a letter to the City of Tigard r describing the intended sale so that they may proceed with approval of the permit. Thank you very much for your assistance in this matter. If you have need for clarification or assistance please contact George hisher at 684-2211 or Dr. Joki at 684.2201. f Sincerely, J Merrily HaasV Chair of the Board of Directors I I C Board of Directors Russ Joki George Fisher I � Ottr commilrnent is to educate etpty rudent to ,b a srtcces,/fid and re-sponsible contributor in our cbangmg world. j S.. - oa CITY OF TIGARD IT F'LU#. . . . E''ERMIT COMMUNITY DEVE1.OPMEN I DEPARTMENT DATE ISSUED: 01/02/96 13125 SW Hall Blvd.Tigard,Cngpon 977.23.8100 503)839-4171 Yo 4) Sv A ,-r� PARCEL_: -=S 1 130B-0030Q► j SITE ADDRESS. . . : , SUBDIVISION. . . . : 7.ONING: BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : --------.-------.-----------------------------------_.—_-----------__---------------- I. CLASS OF WORT:. . :NE W GARBAGE DISPOSALS. 11 1 MOBILE HOME SPACEb. 1 0 'HYPE OF USE. . . . :F!) WASHING MACH. . . . . . : 1 BACKFLOW PRE VNTRS. . : 2 '. OCCUPANCY GRP. . :El FLOOR DRAINS. . . . . . : 6 TRAPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 4 CATCH BASINS. . . . . . . : I FIXTURES-------•--------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : N SINKS. . . . . . . . . . S22 URINALS. . . . . . . . . . . . 9 GREASE TRAPS. . . . . . . 1 0 t LAVATORIES. . . . . : t8 OTHER FIXTURES. . . . : i='S TUN/SHOWERS. . . . : M SLWER LINE (ft ) . . . : 0 WATER CLOSETS. . : 18 WATER LINE (ft ) . . . : 0 DISHWASHERS. . . . : 1 RAIN DRAIN (ft) . . . : 0 Remarks : Adding 3,9. 4x'0 sgi.lare feet to an existing school of 23, 830 square feet. OwnEr: ------------------------------------------------------- FEES -------------- ' TIGARD TUALATIN SCHOOL DISTRICT type amount by date recpt 131:37 SW PACIFIC HIGHWAY PRMT t 972. 00 B 01/02/96 95-274461 PLCK $ 243. 00 S 01/02/96 95-274461 TIGARD OR 97223 SPCT f 48. 60 B 01/02/96 95-274461 1 Phone #: 684-8235 1 Contract or s -------------------------------- I_ r PLUMBING 3472 MATHENY RD GERVAIS OR 97026 ------------------------------------- Phone #s 503-390.-6162 $ 1263. 60 TOTAL. Reg #. . : 56430 ------- REQUIRED INSPECTIONS ----- -- This persit is issued subject to the regulations contained in the Sewer, Insp -.- tion Tigard Municioal Code, State of Ore. Specialty Codes and all other Water Linc 1 n-p applicable laws. All Mark will be done in accordance with PLM/Undert,sur f approved plans. This persit will expire if work is not started Torp--o�1t Insp within 191 days of issuance, or if work is suspended for sore Storm Drain Insp than 1811 days. Rain Drain Insp Mi sc. Inspection RP/Backflow Prev 1 Final Inspection r',erm i t t P p S i gnat ure r.41 s s u e d B v: i'u Q.11 (.all for insver_tion — 639-4175 City of Tigard MING PERMIJ APPLICATION Planck/Rec. # 1312t,SW Hall Blvd. l Permit # 'Fc. ` ^I rZ2y Tigard, OR 97223 ,tc!(I�Z�14 ('` 4 '' / 64--+ (503) 639-4171 Iccl. MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE �+»M� +^�pub 117 E'LF�►llrf;Tj New Slnple Family RMidencea !Jk O 1 BATH HOUSE 6140.00 0 2 BATH HOUSE 6195.00 • Job CI 3 BATH HOUSE$225.00 Address w... �- a. Fee includes all plumbing "ures in the dwelling and the first 100 fe"t 7 3 of water service, sanitary sewer and storm sewer. See fans below. FIXTURES -�-^� CITY PRICE AAIB T7ry — — • Sink 9.00 Lavatory 9.00 Owner 1913 7 SkY Tub or TublShower Comb 9.00 Shower Only 9.00 a�2Z 3 Water Closet 900 "•^�i.^�^�r•'�� Dishwasher / 9.00 ,a 101 Garbage Obposal _ 9.tj0 Oc. Occupant ,,,e"„�,,�, �.. Washing Machine 9.00 ['! Floor Dram ofE -1 o .- s 1, _s. 9.00 V no Water Heater _ 900 i r It! laundry Room Tray 9.00 Urinal 9.00 V"n/7 1 ; �yi1'til Other Fixtures (Specify) 9.00 Contractor U O 9.00 W.^r. 3`oo Ma TrCu� a Z r4 P -9.00 0 KCft no9.00 G. e-�✓` . 4 ��Or� -_11_ed to r 1st 100' 30.00 ""%so - "' W a..rn W Sewer-ea. Addd. 100' 2&(YJ 5bg.JW Water Service 1st 100' 30.00 I nereby acknowledge that I have road this appiIiavion that the Water Service ea. Addit. 200' 25.00 information given is correct, that I am the owner or awhoreed agent of the owner, that plans submitted are in compliar,:e with .'tate laws, Leat Storm &Rain Drain 1st 100' 3000 1 am registered with the C,cnstruction (-:ontractcrs Board. 'hat the Storm 6 Rain Drain Addlt. 100' 25.00 number given is correct (If^remot from State registration, please give on be ow) Mobile Horne Space 25.00 Back Flow Prevention Device or Anti-Pollution Device 9.00 f�,c•T Any Trap or Waste Not Connected to a Fixture 900 Describe worts new O addition alteration 0 repair Catch Basin g.p0 to be done residential Q non-46sidential O Insp. of Exist. Plumbing 40.001hr i Special R ly vested eq Inspections 40.00/ftr Existing use of Rain Drain, sin le fami dwellin 30.00 building or property � yC / g re 9 _ Residential backflow prevention devices 15.00 Proposed use of building or property '(Except residential bar-kffow prevention devices) NOTICE *Minimum Feb S2b.CC SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE z (ec CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED -- — 7 FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED PLAN REVIEW 25% OF SUBTOTAL i I Special Conditions __ TOTAL Date issued by ..._ —......a..�....,,..w.,,,,f_ ♦ ,. .w ,� r r ,r e* �.rw .. • Y w1P r i0 ry _. Acc0 mutative Sewer x — This PLMJt: ,.Address: I Fixture Value Previous Previous Credits Capped Fixtures added Fixtures toeal #s toe # Valua Capped off value added # Count off #s count _ value values Baptistry/Font 4 _ Bath - Tub/shower 4 _ - Jacuz/Whpl 4 Cuspidor/Water Asp 1 Dishwasher Commer 4 — Domest 2 Drinking rountain 1 -- -— Floor Drain 2 inch 2 / I 1 3 inch 5 4 inch 8 Garbage Disposal 16 Dom (to 3!4 HP) Comm (to 5 HP) 32 / Ind (over 5 HPI 48 Oil Sep (Gas Ste) 8 - Shower Gang _ 1 _ Stall 2 Sink - Bar 2 Bradlev 5 Commercial 3 Service 3 Was e h r Clothes 8 , _ Water Ext 8 Water Closet 8 0 f' Urinal F _ TOTALS Tatdl fixture values: La divided by 16 = EDU HISTORY PLM# EDU# SWR# ' PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDUrr SWR# PLM# -� EDU# SWR# PLM# EDU# GWR# PLM# EDU# SWR# PLM# �-DU# SWR# -..sDs December 28 , 1995 CITY OF TIGARD � I OREGON Selig/Lee/Rueda , 213 S .W. Ash 4201 Portland, OR 97204 Re: DURHAM SCHOOL 8048 SW Shaffer Lane PC10-7C BUP95-0422 Review of your response to the plan review letter dated December 14, 1995 has been completed. There are several items which need additional information for clarification and others requiring compliance . Each of the paragraphs listed below correspond to the numbered paragraphs of our December 14 , 1995 plan review letter. ` Site (� tl>�m 2 . There was nev4r a mer4ion of a setback deficiency when we t , were discussing compliance to the allowable increase requirements of Section 506 (a) . Provide the survey so we can determine the deficiency, if any, and course of action. Energy ��Al vY Item 1 . Exhibit "H' was not complete . Provide all forms relevant '" Item to the building envelope . ff � I Accessibility Item 1 . Provide as requested. r Item 2 . Provide addendum and detail . Item 3 . Provide addendum and detail . L, , Fire and Life Safety l� Item 1 . Review by David Scott is pending. m Item Exit path from CLRM E25 has been restricted to a corridor servinc exits from ad—.acent room. Master Plan, 198A , (4 a �\ - does not provide f r d .o `his s, -sat 4 on. Provide as requested. (��,., (�r �� f • � La s ! r 1�,,, ��� ;�1n Item Provide ICSn report, PFC-4354 , Assembly C2 . -f " 00 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TD0 (5031684-27772 � i �•;!� 1y1 .. ly+t(4�7..',,��1���]S�,- '''�1 i ' + � �� � t f �yr•1 ]r i. �lf• ., �* I µ�as r tid ��� w!a �l] °a'03k r> t •l i r^` t d'. Selig/Lee/Rueda December 28 , 1995 pg. 2 J6 . UL Design L512 is a floor/r;ei.ling assembly. My request was for the ceiling/roof assembly shown in Detail 86/7 . 2 r and others . !', em S . Door A1PA and other doors serving an occupant load of 50 -� or more shall be fitted with panic hardware [OSSC, Section 3118 (-4 ) ] . 14 9b. There is not a hardware group specified for Doors A5A and A5B . Hardware group L8 is generic class room lock. Provide hardware group for these doors . i oI ; 41r ' Item 12 . Provide Exhibit F and F1, Items 1 through 10 . u �.' Item 17.E When two exits are required, one must_ exit dire(--L-iv to an 1 0 approved exiting system and the other may exit through / Ii!7 � . one adjoining room. The area is defined as a rogular y� - r.ft stage, not a platform. Master Plan, Exhibit G-5 doe- not o apply. c1 Item 18 . Provide an addendum, detail, and the ore-hour fire-rated assembly classification. Exhibit E-9 does not address the roof/ceiling requirement of a type one-hour building. A (Item 0 ) I take exception to the Master Plan concept wherein all a classrooms are viewed as having less than 50 occupants \ `` for exiting requirements . There are roor.is with occupant loads greater than 50 . 5, when the room is scaled from the drawings, and I see no exception to this rern:irement in any of the provided exhibits . Item 24 . Provide an addendum anr' detayl . It The fire-rated shaft is required a.: the penetrat.i the ceiling/roof assembly and must carry to t _ roof sheathing in accordance with OSSC, Section 170630� . yCl� Oh'�1 M �Id6� 26 . Detail 46/9 . 2 is incorrect . Each steel column supporting t�.e structure shall be independently protected when within fire-resistive wall construction [OSSC, Section 4303 (a) Handbook] . r� app St c'•ura1 Its 2 . The Special Inspection form was submitted without designating a testing agency. Please resubmit the encicsed form after completion. ` ;, t Selig/Lee/Rueda December 28, 1995 M pg. 3 I Item 4 . Details RS . 04 and RS - 05 do not include the bolt classification and size . Provide an addendum and detail . � Mechanical Item 3 . Provide an addendum and detail with specifications . Item 4 . Provide an addendum and detail with specifications . Item 5 . Provide an addendum and plan revision. Fire Sprinklers Item 2 . All combustible concealed construction shall be protected [UBC, Std. 38 -1-4-4 . 41 . If you wish. to discuss any of these items, please give me a call . Sincerely, l James Funk , Plans Examiner bup95-0422\rc107ca encl . I I ' q. SELIG / LEE/ RUED Architects and Planners 213 sw Ash Street,Portland,Oregon 97204 /f DATE //.�• Gr�, / JOB NO. -----_- Telcahone:(503)124-0173 ATTENTION N ,. TO RE: • WE ARE SENDING YOU Cl Attached F1 Under separate cover via___--the following items: ❑ Shop drawings 0 Prints ❑ Plans Ll Samples ❑ Specifications ❑ Copy of letter 0 Change order - a COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted i.] Resubmit copies for approval i i ❑ For your use ❑ Approved as noted ❑ Submit_ -copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return_ _corp,-cted prints ❑ For review and comment ❑ — -- L, FOR BIDS DUE +�' �', / 19 Cl PRINTS RETUR'"FD AFTER LOAN TO US REMARKS Ge ttf—� Z%*V A l gfo — -- - - ----�� COPY TO- — G RECYCLED PAPER: Coments 40°16 Pre Consumer•toe Post-Consumer SIGNED: �_— M enclosures are not an noted,kindly notify us at once. 4:4--u U440 U12L., I k►i'C-f �� j ..+J - .: ' '• f'',-1V . ' �rt.u++.. ., ......�..r....e,.r.wirnMtit►,helw• .,• Ll 't,< BB-41923 111 THE 80AAO OF COUNTY COMMIS51CNERS w0,hinulf)(1 r • rok WASHINGTON LOUN;Y. OREGON t „ in the Matter of the Vacation of County ) Road No. $31, es AtrAblishad and situated ) RESO;V-;ON ANO ORDER in Section 13, 125. R1W, W.M., it Washington County, Oregor, pursuant tc ) 1+0. R-In y ORS 369,3251 VACATION N0. 295. ) s ;.. The above•ertitled natter hevin, come on regularly before the Board at its meeting Of September 13, 1968; and it apps• ring to the Board that a pet'•tion Lis Lean filed for a vacation of County Road No, 531, as established ono situated in Section 13, 'township 2 South, Range 1 West of the Willamette Meridian, Washington County, Oregon, and that said pet:tlon was Signed by the owners Of 1lYJ percent of the Is abutting the property proposed to be va:ated, pursuant to ORS 368.351(t)i and it Appeorr-g to the guard that said petition did describe that portion of the dedicated roadway to be vacated, the noins of the partioRs to be particularly affected thereby, and set north the particular circumstances of 1. the :ales and It appearing t0 tl•e Board that 'he portion of eight-of-way to be vacated is nut within the corporate limits c' any city cr town; and i 1t appearing to the Board that the 20 Not dedicated right-of-wAy c g WIS establlsned by the County Court, in and for Vie County of Washington, StAte of Oregar, on February B, 1912, and 's ali unimproved, unused roadway. 1 and does not erhance the public road system; and + t It bpp34rinp to the Board chat the on,y parties that would be particularly affected by the sold vacat+On are the pet•tioners who own all the land adjacent to, and affected by, the sa•o proposed vacation; and ft appearing to the- Board that the county road Official did examine that portion of right of- Ay to be vacated at described below, and filed a report with this Bnard upon completion thereof, in accordance with OAS 368.351(1); and 1 � I 1t appearing to the 4oard toot a letter was sent to the petitiorers stating the date of September 73, 1"S, at 10:00 A.M. as the time, end Room 402 Of the Washington County Administra%;nm B,f,lding, Hillsboro, Oregon, as the place the business meeting would be, to Complete the proceedings for the vacation of the below stated dedicated r,Adwayt and It appearing to the Board that there have been to resx+nstrancrr n the vacation of said dediCatrd roadway; it i; therefore , .Y irAF.i '+l I' �,,r�1�,;'tl,�,µfl .t.r, �'9�•�:;;;' ,tp� . r • re 41. "i r 'i taw, ion ti al c2 REST VED ANU OROERU that: All that portion of County Road No. $31, lying between that )1� pportior previoosly vac4ted by Resolution and Order Ifo. 12-241 and thr te-rinus point of county Road No. 571, as established and situatod in Section 13, Township 2 Sw/t,,, Range I N*at, Millanette Meridian, be and hereby is vacated as it is in the public interest; EYCEP'ING THEREFROM that portion thereof lying 4;.00 feet Southerly from the terminus of said County Road No. 531; said terminus poirt lying on the centerline of S.W. + ihrrham Road (state Hwy. Nc 71r1; and It is further RESr-YED AND OROrREO that the County Surveyor of Washington County, s! Oregon, b and herety i, authorized and it rected to nark the 20 foot right-of-way designated and established as County Ro;d No. 511 as vacated on the plata and records a• Washirgten County, Oregon, all in accordance with DRS 368.356(2); and it is further t RESOLVED AND DRnFRCO that the Aovnty Surveyor of Washington Courty, Oregon, is hereby authorirpd and directed to have this order of vacation recorded in the records of Washington County, Oregcn, and cause copies of this order to be filed with the Uirector of Aliessment and Taxatlnr a;d the County 1� surveyur's office in accordance with ORS 3b1s.35613), K � CATED this 13th day of Saplember. 1988- U001) U- C`IJNTY ",Mill SSI0"EPS FM WASHINGTON COUNTY, nREGON a 5 VOTES AYe _�- `Lha rr an I Record,nR 'PidFogary —" l i � JJ 'b 1i Approved at to Form' } 'Chia fa a an coun�tY� ou�SC Date: :, X,I Page Z - Resolution and Jrder VACATION NO, 295 295AREND/fd1E-2r t Id , ' n L� ! i_ o • as I,�. A PORt7K N OF tW ^r� cOUKrr sip It:YOgS►AAP rot ,n � --- sw nummAm nrAj tar i— -- N �ROROtrO ARt•. ) \` ro RE VAC,rr,. ` ss I fr 6 At rotPY ti,Ci.s.t, vAjArep1.14 e���•�,. t: ..-' � -�'arA•a°ice" .; VICINITY R%L CR NO -,p Ile ' "ATE Os O�tcoM "1/lv:� f y ESA'M wu glen J !A l D<+u,e w iva 'nom f rwb'E oM1cf�u�gwydyw�MN�ry '►NN++ r�t►ywy a,do hn,�pg.a'ri1'RAeI ti O. neyl�0 UEIk dr q'�w0ir reoeAw Q*uM►y 4 i.i. r +R041. a ..ArCeunM E>,. 14895EP PN 4;OD a _. SUMMARY Project t, Project Name !?�CX/S AT�,t�!Rf / �''•-C1-_-SC��! '- I 2. Project Addressr.-- -- 3. City/Town 4. Suiidmg Area(tl2) Chapter Type LD, Description A. heti Attache! r _ Forms and u FormWorkand Building Envelope Form 3n Proscriptive Path _ 3b Component P4rtormance Path ,� �— Chrck boxeg to la k'K"te IN Worksheot 38 Wall U-values p etr&~k,m+e 3b Rooi U-values I pnd worksheets, 3o Floor U•values 7 3d Average Thermal Values U Systems Form 4a Systoms —�•, _ Worksheet - 4a Unitary Ali Conditioner—Air Cooled U i 4b Unitary Air Conditioner—Weter Coolod 4c Unitary Heat Pump—Air Cooled U 4d Unitary Heat Pump--Water Cooled U 4e Unitary AG&Heat Pump--Evaporatively Cooled U 41 Packaged Terminal AC--Air Cooled U Q4g Paokagod Terminal Heat Pump—Air Cooled U 1, 40 Water Chilling Peckepes--Water&Air Cooled O 41 Boilers—Ges-Fired and Oil-Fired L1 i 41 Fumaoes 6 Unit Hesters--loss-Fired and Oil-Fired U Arlt'+;,i,Il Ught -- Form tial Interior Lighting C 5b LlghP',oi,Schedule rk,_ Sc Interior Lighting Power i 3d Exterior Lighting rv/ Worksheet 5a Interior Control Cteclb AppHeant5. Name ,J,,,,` -.. B. Telephone 6. Company -9. Date IZ ?Z 7, Signature sly _ .. .. .. -•- - Other No.01 Pages Description of Document Documents - Enter all cdculetions.tee! _ 1�end calo ^_" --^-.. .. -�� •+--- •• caNbp cuts — i 1 Il�titiaTi t t�l Forms 2-1 1 r )A Cundiff Engtnecrmg. Inc. Project Nmnc: Durlrn,u n ElenicntaAddition f'� 8;485 S.W. Canton Road. Suite 205 Pr(.;cct No.: 9529 Portland.Oregon 97225 D.tte: November 30. 19,)5 (503)297-77381 Fax(503)297.6018 Prepared a:,: Jim B. Macacnald Form 5a INTERIOR LIGHTING MIN Interior MAX. Lighting Lighting Occup. Floor Power Power Power ancy Area Allow. Budget r Budget Group-1-S race Tv (%(I. ft. Esq. ft. c-d)x e+fl 1 A'area under 1.0M sq. ft.,enter 0 2.0 0 area in(c)this row. Office If arca between 1.000 and 6.(xx) 1,000 16 2.000 sq. ft..enter area to(c)this row. If area over 6.000 sq. ft..enter 6.0(x) 1.2 10,000 area in(c)this row. If area under 2000 sq. ft..enter 0 4 Q 0 area in(c)this roar. If area between 2.000 at�d 6.000 2 0(x1 3 0 8.000 Retail sq. ft.enter area in(c)this row If area over 6.000 sq. ft..enter 6.0(x) 2.0 20.00 area in(c)this row r cxe E Schools 39.420 I5 59.130 1. Total Interior Lighting Power Budget W). Add amounts in column 59.130 Adjusted 2. Sam the Page Total(s)from Form 5c 47.372 Interior 3. Total lineal feet of track lighti.ig 56 Lighting 4. Multiply line 3 by 50 2.800 r Power 5 Total Intenor Lighting Poorer. Add line 2 and line 4 50.172 6. Total Control Credit from Worksheet 5a 0 7. Total Ad usted Lighting Power(W). Subtract line 6 from line 5 10.172 8. Does design meet the budeet? Enter"Y" if true. alhenwise redesten. Y Enter"Y" if true. otherwise redesign 1 Interior 9 Do all non-exempt spices have local Iteh.ing controls" Y Lighting 10. Do all local lighting controls control Iess than 2.000 sq. 11. of area'' _ Y Controls IV Do all interior display and accent lighting. including plug-in. tract and displav case ii hung. have se irnte lighting controls'' __ Y l 12. In buildings over 4 otxt sq. ft.. do the lummnires tit office spaces have separate automa(ic controls to shut off the lighting during unoccupied periods? Y If ces. s if. t%pe of controhs): Occu anc,, Sensor w"I Forms 5 - I 1 f:.:a, Cundiff Engineering.g. l„c Proicct Nhmc: Durham Eicmentary Addition n — xh85 S.W. Canon Road, Suuc 2U; Pro Jct No.: 9529 Portland.Oregon 97225 Datc: No%-cmbcr 30. 1995 (503)297-7738/Fax(503)297-6018 Prepared By: Jim B. Macdonald Form 5c INTERIOR LIGHTING POWER (a) (b) (c) (d) (e) (t7 Room ar Roa;m or Plans Luminuire Quantity of Luminaire Lighting Powe meet No. _DeOpriation ID Luminaires Power d x e 16.2 Arra ••A A 89 93 8.277 At 18 62 1,116 �A2 19 101 1.919 LB 2 28 56 D 4 w62 248 H 5 _ 62 310 16.4 -� Area- B A lig 1--93 8,277 At 13 j 62 8% A2 19 to]—. 1.90 );t 2 28 56 p 1 62 248 H5 - _ 62 310 16.5 Area-C B ” 2 -- 28 56 D _ 16 62 992 H — 5 62 310 y L 9 62 558 ' M 13 62 806 16.6 Area-D _ _ A 108 93 10,014 A 1 13 62 806 A2 18 101 1.818 B 4 28 112 C 6 71 426 D 16 62 992 F 36 145 5.220 C 2 - 101 202 H 21 62 1,488 0 1. Page Total. Sum the amounts in column 1f) 47.372 Forms 5 -3 Cuiui'tff Eng►necnng, Inc. Project Nene: Durham Elententary Add►. ► t xtsx5 S.W Camon Road. Suite 205 Project No.: 9529 Portland- Oregon 97225 Date: November.%0. 1195 (503) 297-7738/Fax(503)297.6018 Prepared By: Jim B. Macdonald Form 5b LIGHTING SCHEDULE E t�) (b) (d) (e) (r) r Tab j Lum. Fixture Lam► Ballast Luminaire 5b I i ID Description No. Descri cion No. Bescri►tion Power "c" A 20 Recessed 3 F32T8 ! Elea. 93 X AI 10 Recessed 2 F32TB I Elect. 62 X A2 2x4 Recessed 3 F32T8 2 Elect. 101 X B Leased Downli ht I F26PLT 1 Elect. 28 _ C 2x2 Recessed 2 Biaxial 40%vatt I Elxt. 71 X I) Sine Fixture 2 F32T8 I Elect. 62 X F Industrial Stnp Fixture 2 F48T12 H.O. I _Std. Mag. 145 U 2x1 Surface Mounted 3 F32T8 2 _ Elect. 101 X H 6"x4'Surface Wrap 2 F32T8 l Elect. _ 62 X L Industnal Strip Fixture 2 F32T8 l Elect. 62 X M Vapor Tight 2 1 F32TB I Elect. 62 X O 8''Track Ol 4'Track X Exit Fixture 1 r „ Forms 5 -2 tom" 1 Cundiff Enginccnng. Inc. Projcct Namc. -ham Elementan Addition H 1 9885 S.W Camvon Road. Suite 205 Prolcct No.: 9329 I I s Portlaru.L Oregon 97225 Datc: November 30. 1995 � (503)297-77381 Fax(503).Z97-6018 Prepared By: Jim B. Macdonald Form 5d EXTERIOR LIGHTING � i 6 Exterior (a) (b) (c) (d) 4 Building Lighting Lighting Maximum Power Power Building Area Power Budget Buv4Tt Component or Length I Allowance A x c L Total linear feet of extenor wall at the ground Iloor 1118 ft. 7.5 W/fL 8.385 2. For buildings over 20 ft..enter the height over 20 ft. 0 ft. 3. Multiply cell I(b)by cell 2(b). Enter into cell 3(b) 0 N. ft. 0.25 W/ . ft. 3. Width of exit doors r 99 ft. 40 W/ft. 25 5. Area of drive-through canopies 0 sq. ft. 2.5 W/sq. R. _ 6 Exterior Lighting Power Budget(W). Add amounts in column(d) 8,410 Exterior (a) (b) (c) (d) (e) Building Lighting Lighting Power Luminaire Quantity of Luminaire Power Exterior Lighting Tvpe ID Luminaires Power c x d Wall bracket 70w H.P.S. J 16 93 _ 1.488 Recessed downlight 71.)w H.P.S. K 2 93 :86 Wall bracket 70w M.N. N 12 95 1,130 i 7. Total Extenor Building Lighting Power(W). Sum amounts in column(e) 2.813 8. Does design meet budget? Enter"Y"it line 7 is less than line 6,olheniise redesign Y l i Lighting 9. Do all extenor luminaires(exempt&non-exempt)have automatic controls to turn Controls off lights during daclight hours or periods of non use'.' 1. Enter"Y" if true. other-%%ise redesign. I + Forms - i 1..._..._...__ SELIG / LEE / RUEDA Architects and Planners 213 sw Ash Street, Portland, Oregon 97204 r,hgrhone:(503)224-0173 December 21, 1995 s Mr. Jim Funk Tigard Building Department Tigard, City Hall 13125 SW Hall Blvd. Tigard, OR 97223 RE: DURHAM ADDITIONS PLANS REVIEW PC10-7C BUP95-0422 Dear Mr. Funk: This letter is in response t-)your plans r,wiew cornments dated December 14, 1995. SITE Iters 1. CompliF d and previously submitted under separate cover. Item 2. School D'strict negotiating to obtain an additional 20' for property to ter"' remove setback deficiency. NERDY , Item 1. See EXHIBIT ;H' N1Item 2. See EXHIBIT H' ACCESSIBILITY N y�n em 1. Will (.ornply. m 2. Will comply. Q Item 3. Door swing will be changed to swing out. Al-f w r�A- �-� ► h f ,J ItWf 4. Drawing 13.1 shows equipment 24" to the North of Door C1 1A. Hood above not in confiict with accessibility. FIRE AND LIFE SAFELY Item 1. Will comF)ly. See EXHIBIT 'B' attached. 114LI►1)'1 AQtJ'rDvA 1 Item 2. Exit path from CI.RM E25 has not been ch,inged. o,rw fr, v��t /r�•er Itwrr3. See EXHIBIT 'C', 'D' and 'E' attached. F 'q w Item 4. ICU report No. PFC-4354 assembly C2. ---It®rh 5. Fire esistive separation is not`required between custodial rooms and mechanical room. f7he access-openin�c is sealed on four sides by one hour construction. 1�„,1�, 1/ 1-1 W ►-i "r�,- ,A.;J a .1 I .. 4 LVA![(7-_item 6. The structural roof members are protected with UL Design 1-512. The curved__ /-NIt ,dwrA- or IPorl Aiil soffit is non-structural and the space between the soffit and the protected A -rrA r� 1/rRM►K �n .•0PIP" ' structural member will be sprinklered. See EXHIBIT 'E', Item 9. ItjFn 1. Manual flush bolts are not being used cn egress doors. They are scheduled for access doors to below stage chair storage. Item 8. Lock Group L-13 is a cylinder lock for the lever on the exterior side. O 1; ' ��rl7 h w• c � I(VI tem 9. �St -- a. Durham Elementary is a product of a Master Plan designed and approved in 1988 by the City of Tigard (also Tualotin)o id the Fire rd 1 r 1 r Marshall. David Scott indicated to me in a telephone conversation VI/ M r several months ago, that he would honor all agreements made by the previous odminist:ators. Attached is EXHIBIT 'F' and F.1. r Y Concurrence was g ven to allow an occupant load 50. ithout ���" /t w the installation of a second door for classroom 605 (corresponds to classroom A5). Subsequently a second exit has beer, added to n Ie interior classrooms for cddthe saety and to reach agreement that the I "Long Rooms" by the pods are not "Corridors". See Item 10. \�b. Hardware Group L8 is not specified for doors AAA & ASB. Panic hardware is specified. tem 104 Per previous agreement a second egress is not required (see EXHIBIT F, F.1). _ The second door is provided per agreement in EXHIBIT 'D' Item 3. (Balt A10, ?. Or�-r� ,,,t �tTy -----= A7, B10, B7 is allowed ara-"tong Roum" not a "Corridor." Hardware on Door E 14A is shown or hardware schedule after door A20A. Hardware on Door D713 will be as shown for D17B (D7B door is mis- numbered, should be D178). fF p I Item 12.4 Doors D and D14A are not required exits. Room area wall finish to wall U�, r e)- "` finish i 99 F. See EXHIBIT 'E and El; items 9 and W. 9 r fAet1- ;{teen 13. Glazing not scheduled. Glazing types shown on interior elevations. L Item 1.4 D,)or C 7B does not exist. Door D713-See item 1 i. " It� 15. Will comply. See item 11. (It m 16. Refer to response item 9a. 0 r Item 17. This Master Plan reviewed ir, IM for this site allowed use of SEC 3318 (d). h�^ }< r 7„q J�� "Exits through adjoining rooms: Inter;or rooms may exit through adjoining 4it!j J<<. or intervening rooms providing total distance of travel through such rooms ` 9 / t:) an exterior exit corric or (or exterior) does not exceed that specified in c)." Request previous exceptions or interpretations be allowed. NOTE: Mary Woodward Elementary (Tigard), Byrom (Tualatin) and Bridgeport (Tualatin) are some Master Plan. See EXHIBIT 'G' Item 5. -(tem 18. 'Will comply. Detail 66/7.1 see 83/7.2 and 86/2.4 wall type 252; Detail 16/7.1 U r u ` h ►� leader missing on call out "GYP BD fire tape." See Exhibit 'E', Item 9. i rsp1S..4locking not required at line of non-rated acoustical suspended ceiling. Gk his interpretation has been confirmed by Gene Birchill on previous + projects. Blocking required at ceiling/floor, at rated ceilings or 10' max. i rtteK29..E See item 9a. ItePK51. Will comply. Itern 22. Will comply. lterU.221. Exit signs shown on drawings except for room D 4. C •upant load less V than 50 in D 14. See item 9a. �. _-item 24. Will comply. 'Item 25.' See 1706 (c). Penetration protection (fire stopping) has been provided. LPt�� "�-� I ° See detail 76/15.13. Mechanical code 2002 (d) requires duct enclosure on j 11� type 1 hoods. Item 26. See detail 46/9.2. / Item r27. Comply (11400, 2.9, item 20). I .. 1, r'I rrt✓ a: Comply- addendum 2c11, item 20. b. Will comply. 28. Will comply. i R STRUCTURAL Item 1. Trus Joist Macmillan shop drawings will show assembly requirements to be used in conjunction with detail 74/14.12. t -tf 2. Cumpleted form attached. ,�c c Y.✓ I �,,,•7 ItWTf 3. Welding requirements are sho•.vn in detail 87/14.1 and in Structural Notes, drawing 14.1 under heading Structural Steel Item 6. N'1 --Item 4. Bol4rdimensions for "HDSA' anchors are shown in drawings RS.04 and RS.05. Attached. It& 5. Calculation for beam is included. MECHANICf�I i1. Plan provided see NOTE 5 drawing 15.8. Item 2. Will comply. Item 3. Will comply. (� �-v v rbc I �c v�) �../ /.►.► / Item 4. Will comply, I1n C Item 5. Will comply. Ile NY� < < R FIRE SPRINKLERS � Item 1. Will comply. ltd Item 2. Structural members are protected. Curved wood soffit is not structural. EXHIBIT 'E', Item 9. FIRE ALARM Item 1. Will cornp;y. �EISMIC SITE HAZARD INVESTIGATION CHECKLIST Response previously submitted under separate covey by Geo Engineers.. i xt1 {NIll MIA W Ill, r ^ s "z M {?Y a SELIG / LEE / RUEDA Architects and Planners 213 sur Ash Street, Portland, Oregon 97204 Telephone:(50,3)224-0173 • EXHIBIT 'A' ACCESSIBILITY • Item 1. A. Estimate of work for alterations to existing building. 1. Demolition -walls in IMC. $ 200 2. Add wall between RMS E29 & E28 (6') $ 150 3. Upgrade passage E14 to "corridor" $ 3,000 4. Remove exterior wood siding, add stucco 27 A22 Total Alterations $30,920 B. 25`Yo of estimated alterations to existing building. $ 7,730 C. Architectural barriers to be removed at existing building. 1. Remodel Toilet RW F 12 and E l 1 to be HC Accessible ($3,160 each) $ 6,200 2. Change door knobs to levers at 14 existing mandoors ($120 each) $ 100 a 4A 4 ql. r i 9� p DEC-21-95 THU 15:34 SELIG LEE RUEDA FAX N0, 50322.44836 P. 01 SELIG / LBE / RUEDA Architects and Planners 213 sw Ash.deer,p0"IdAd, prsgon 97204 Telephone- (Sol)224.6173 Fox Nwnbor: (_im)224-4x36 Wl► FAX MEMO t. Date: Attn, s Menlo: 1 Signed: I� 1 lot 441 �1 DEC-21-95 THU 15;34 SELIG LEE RUEDA FAX N0, 5032244336 P. 02 t1 1 � o i . _.IDXIST f°ARK'G LINES �i / � y SIGN EEXIST. L-"- : ZAINT NEW P'AW'G LINE LFS EXIST. [M-t CAAM ADD 4' WID Y'AINT EXIST LINES AT 2'OC- _- rvA K'G LINES BLACK PAINT EXIST 14C 6Y-.15M AND IMAW'GSLACX LINE 6AW CU`�T. t REMO ExMIpE0 - vI1N ACCZ88I5L.E -- C G1!� SN3N ,1 .,Avo N.W WG- HC P'AMNC LAY Off _ PARTIAL SITE PLAN Gp.1 I' 30'-0' i D �ADDIMMONS Ar DU'RFIIY.jMMY..SC900L VM`Is " P� chic=x O-GPS MR MARX-�M 000" CLARIFICATION DRAWING FCD .7 I, e DEC-21-95 TPJ I5;35 SELIG LEE RUEDA FAX N0, 5032244836 P, 03 MOU-�6-r7300 ©:,: FF'1 iGARD-TUALATIN :H LIST p � �►otiT►e>r e. N COi.�NYV®I�►'C1'D�l/Y+V � i! ,1 p . /a run►u�we�o Isnrtn w /m _�_.. _ . ..- ,. y..•...._ r/OPOSMI AIIU r a; rA� r + wy as �:�► A� 0000A - i .... nn.•IS J•A+ri:"• 1 C8%.Mv64W-,;:r:Flo" J p pnnaa v M`'�'b+lwv�Ar+sw� .w T�+�tIM uM(yrY)�'ue i�al�M 9w� 11M MIlN �ht1u*J�1 0l ♦�� �Mt M!�i'db M A:�I r10Y+1rd fZM/eu�f. ;i,'•.i.wma Kte��A c�cr..,"W'D 19DB =P20 Phi 4,�J 1 ' DEC-21-951-95 THU 15:36 SELIG LEE RUEDR FAX N0. 50J2?44836 F. 04 �n Pr✓ur, `I GAP[)-TUA1.PT I t I SCH DIST '� 9?_11836 P.0-11_ I' IJ � ' :�' ,1� •',*1�f tit 0'f.,ll: y.. ��-AM n 1 Y� 1 1•- ' .� � - "' � ' ':�'.�� .r. nay}}�,v`'., 0 1�„� �r......'.sfa.•M�tJtt�ri'�'7Y+�''M14It . �1e► .. _ ._.. it1 - 11CSOJILO ARD CMD11 1) that All 1hel ponlen of Gourtr R'jad 110. 151, ly1nq oatooln rnet � ppirtlon $'evlo'J$1y vacate/ by aotolstion antl Grdlr No. -� 71-2N1 a.nd the ter111na% polnc of cou7ty KrAp nit. 531, ss elu.alWad and sites"d in SiCT10" 1i' Tv►r6111p 2 Save., Rsnpe 1 Yost. 1i111uratt. ri.r1A(an. In and haraby Is ',Seated.$% It It in 0111 ovblic iets,ast; EXCUT1113 TKRUR014 , tut purt!on thereof lyln0, 11.00 fee° s•wtherly tram tho Iri'Arnut .f sold r county Rosd Nt. blrl1 %s 1d terull +as pole: 1"lre on tiro tcoid►11At of Uurpsel tend 15ta".! Nwy. Kc. 111); red 1. it ovthsr KjSO'.If(0 4110 040[itED that chit Cowty Surveyor of '/lahintan co',nty' } 0':901, Ik 14 1draby It tuttar!!ad end ti"curd to wk tyre Z0 ?&,,t rlyht-0-4v IAt%it>'$cC1 Slid Itteb111:xd as County pG,1d Ne. X31 es rscat+J on thepl/tt end M`C^dt a1 >Ashlpjtar County, rrtgor' a)e In •ccvdtact With 0x5 M.M911); $n1 it it furtl%or '1 t AEtOtV60 tiYa ORDER(0 that the luunty SW rayvr of v1%41ryt0,s %;nuncy, Ort9wi la hirlby authorlred And directed to hevt th4% tris 11 varation raotro►d in the rceerds of Vashingtnn CCUMcy, vra7,n, and :,rune 01-les of 0111 arbor 'to he flits ra.h 'ho OlrttfAr of A3106 t.nant and 1VAt(3r ►'rd :++a County 1 Sur'Ie.Yu-'s office Ir te:curd,rnce with Oat 3EA.100). ' toln this Rti,ll day of Saj1"@j ��r,1y6�. rup WA'_-11:.11611A WPM, ayfr+04 5 VOff AYZ iHr n . til►ft ra,rp .re'rWll Serr y 1 r � r l< Aepro'red N Sd I ort',! 06 till- Pape i Resevtivm ar.d 3rder t'ACAT:CN' $0, 295 r�s�la►linrf'1•s•t° s CITY OF TIGARD December 14 , 1995 OREGON Selig/Lee/Rueda 213 SW Ash #201 Portland, OR 97204 Re: DURHAM SCHOOL �(� �� Sc-��i✓u(� �rn `P 00413 -9f4_-S ha f f ax Lane-_. PC10-7C BUP95-0422 i The plans and specifications have been reviewed for conformity to applicable codes. Please submit four (4) sets of revised plans and specifications incorporating the following requirements : I S lte Provide items 5 and 6 of the Plan Review letter dated November 17, 3.995 (SIT95-0036) . 3 YDProvide a licensed surveyor' s report confirming the building' s ll// \i setback distance from the east property line . The distance sha1.1 exceed 20 feet so that the allowable area increase P VI+0. permitted by OSSC, Section 506 (a) 3 can be utilized. eAll /,V ►„� Energy f'�h Submit a completed Form 2a (Summary sheet) from an Energy Code Compliance Manual (Revised January 1993) . Incl.ude rele_ vet o�m compliance f ,�_.and_-documen ,ter = _ 2 . Submit completed Forms 5a, 5b, 5c, and 5d from an Energy Code Compliance Manual (Revised January 1993) . c Apcessibility An amount equal to 25% of fte budget for altering the existing structure shall be allocated for the removal of architectural barriers within the site and existing building, and choosing r: which elements to provide shall be in accordance with � OSSC, Section 3112 (a) , ORS 447 . 241 (4) . Submit the budget and accessible elements to be provided. C2 .) Cabinets and sinks (see typical 53/1.2 . 1) shall be accessible in accordance with OSSC, Section 31o9 (k) . Restrooms D13 and DS snall be accessiblit� to persons with (., disability. A door cannDt swing into the clear floor space of a fixture [OSSC, Secticn 3109 (j ) 21 . 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 +Y - Y Selig/Lee/Rueda December 14, 1995 pg. 2 j i accessible� Door C11A shall be to A persons with disability [OSSC, Section 3108 (d) 31 . A. Doors accessible for persons with disabilities shall have an 18" wide maneuvering space adjacent to the latch side j of :he door [Section 3109 (i) 3, Table 31E and Figure 251 . Doors having closer and a latch Shall have a latch side approach of 18" on the pull side and 12" on the push side for a front approach [Section 3109 (1-3) and Tablc 31F] . i Virg, and Life Safety /V1 1 .1 . In accordance with OSSC, Sections 105 and 106, submit a formal 0,44IV1 proposal requesting that the mechanical equipment penthouse, constructed ether than as required by OSSC, Section 3601 (d) , be allowed. Direct the proposal to David Scott, Building Official . Provide a 20-minute fire-rated corridor door assembly for a new exit path from CLRM E25 to Passage B18 . ,ypJ c,�anl.t.l ( �. Provide a copy of the original request_ and subsequent approval d of the classroom pod concept as an alternate tG the requirement for corridors in OSSC, Section 3318 (e) , exception. C4) Submit_ the Underwriter' s Laboratories' number 4ad design fp the cei,.ing roof assembly using two layers of 1/2" Type X gypsum board and the floor/ceiling assembly required at all areas where there is a room above . CA1 Specification manual, Section 09250 shall include : "floor/ceiling assembly" . Provide a one-hour tire-resistive access door assembly for protection of the _flQ� ,g�lino assembly giving access to the mechanical room MA or MB OSSC, Section 4305 (b) exception (6) ] . f . Decail 86/7 . 2 does not appear to specify an appro—ed roof/ceiling assembly within the soffit area . Provide the tested assembly report and listing number. Manually operated edge- or surface-mounted flush bolts are not permitted [OSSC, Section 33041c] . Provide a change to specification manual, Stiction 08700 . s i{ i h A Selig/Lee/Rueda December 14 , 1995 ` pg- 3 I{ Clarify Lock Group L-13 used on exterior door. A18A. Exit doors serving rooms having an occupant load of 50 shall have • panic hardware [OSSC, Section 3318 (j ) ] . Class rooms having an occupant load of 50 or more shall halre panic hardware on all exit doors (see typical classroom A5) . Explain Hardware Group L8 specified for Doors A5B and A5A [OSSC, Section 3318 (j ) ] . Doors A1B and BIB shall swing in direction of exit travel � rt�J [OSSC, Section 3304 (b) ] . �� Provide door and hardware specifications for E14A and D7B . A. Exit Door D7B into Vestibule D31 shag' be a 20-minute fire-rated corridor door assembly. i12 . Exit doors from Classrooms D14 and Dl shall be separated by a �� distance apart equal to half the diagonal distance of the 1-com N "5 [OSSC, Section 3303 (c) ] . Relocate Doors D14B and DIA. A. Sheet 16 . 6 shows Exit Door D14B correctly separated. Provide the glazing specification schedule referenced in the specification manual [Section 08800-2 . 0] . Provide specifications for Door ESB an(? ,. � !A �. Door P4A shall be a 20-minute fire-rated corridor door assembly entering Passage D32 . i 16 . Classroom D1' s Exit Door D1A shall swing in direction of exit "+ f, travel and shall not reduce the required corridor width of Passage D32 by more than one-half . 17 . The regular stage shall have two exits with one exiting ,"'i directly to the outside or into a rated corridor with the 4rArVf second exit permitted to exit through one adjoining room (OSSC, Section �303 (e) (handbook) ] i 18 As shown in Details 86, 7 . 1 and 16/7 . 1, a ceiling roof assembly is not specified. Provide a one-hour fire rated assembly. A. See similar at Detail 16/7 . 1 . 6(,l enj99 . Fire block ceiling line, all locations . See Detail 36/7 . 1 6��Sd deletion. i r, t ' •.... ".. �$!tY'C0:-"JS!vvnw.r.+.._.... ....+rr.f .^'WwehV.NIM9VKMppwy,, ,.. ' w 1� st S, Selig/Lee/Rueda December 14, 1995 r M� o J( pg. 4 ,V5/ 1 • 20 , The maximum occupant load for each classroom exceeding 50 ` occupants shall be posted in accordance with OSSC, Section 3302 (c) . w The maximum occupant load for each assembly area shall be posted: A. Multi-purpose room E38 - 620 occupancy. B. Gymnasium D29 - 325 occupancy. I 22 . Provide the manufacturer' s certifications that the textile wall covering has a Class 1 flame--spread rating and that the product. mounting system, including adhesive has ;net the acceptance criteria of UBC Standard No. 42-2 . Proiride lighted exit signs in all classrooms required to have two exits . Provide additional lighting in Classrooms A6, Al, B6, B1, D1, D7, D9, and D14, (typical) [OSSC, Section 3314 (a) ] . The stage, as part of Room E, shall be provided with emergency exiting illumination with two power sources [OSSC, Section 3313 (a) (b) ] . 25 . A one-hour fire-rated shaft shall be provided at the penetration of the ceiling fo: the vertical vent of the Type /fs' II hood above the dishwasher and continued to or above the roof sheathing [OSSC, Section 1706 and 4305] . ' 26 . All steel structural columns shall be protected with not less �qv � r than 1 inch of gypsum wall - card, and steel structural cr,lumns U,,�✓ within a fire-resistive wall shall be provided with individual A protection [OSSC, Table 43A-1 7 . 1 and 4303 (a) (handbook) ] . A fire extinguishing system shall be provided for the grease hood. In addition, protection shall be provided for the enclosed plenum space above the hood filters as well as in exhaust ducts serving the hood [Section 2004 (b) 21 . The fire extinguishing system shall be interconnected to the fuel or current supply so the utilities are automatically shut-off when the system is actuated i [Section 2004 (4) c] . + � A testing of the shut-down phase of the protection shall be pe formed prior to approval . I LL" r .3 P I Selig/Lee/Rueda December 14, 1995 j pg 5 C21)1 Submit a copy of the State of Oregon Elevator Permit Application. Structural :�. Provide a TJM engineered design for the TJI system, including the specifications and assembly requirements for all areas noted (see typical 74/14 .2 lacking specifications) . Complete the enclosed Special Inspection form and return to this office. Copies of all inspection reports shall be filed with this office continually during construction. A final i signed report must be on file before occupancy will be permitted [OSSC, Section 306 (c) ] . Provide welding specifications for those types of connections not detailed on Sheet 14 . 1 (see typical omissions, Sheet 14 . ") . 04 . Specify bolt dimensions for attaching the HD5A in Details 51/14 . 13 and 1.1/14 . 13 . The load capacity and deflection of the GLU LAM, bored for the 3/4" lag bolts, shall be investigated by a licensed engineer and the find_Lngs submitted for our review. See De'ail 26/14 . 13 . Mechanical Provide the mechanical plan for Structure B. C_ 2 . Provide copies of the State of Oregon Boiler Permit Application. 3 . All mechanical duct penetrations of the common wall between Stage C4 and storage C7 shall be protected by a combination smoke/fire damper [OSSC, Section 3903 (b) ] (see 44/15 . 9) . i 4 . Provide combination smoke/fire dampers at all corridor wall k penetrations [OSSC, Section 4306 (j ) 51 (see Passage 32, 18) . 5 . A fire-rated corridor shall not be used as a plenum [OMSC, Section 1002 (a) ] (see typical A18, Sheet 15 . 8) . F � . + ... -... �"f�'Yh tr Rl+7`^rtr .,..,.. ... rk 4;,'r�Y•MMN+/Y'@LIW�' ... r. L, } Selig/Lee/Rueda =' December 14 , 1995 5 pg. 6 V Firs Sprinklers Submit not less than four (4) sets of plans, hydraulic calcination, and a completed permit application. a s / _2. Concealed combustible construction shall be protected (see L4J/ Detail 86/7.2) . Fire Alarms Submit three (3) sets of plans, battery calculations, manufacturer specifications of each type of fixture to be used, and a completed permit application. Enclosed for your file is a copy of the Seismic Site Hazard Investigation review of the report by Geo Engineers . If you wish to discuss any of these items, please give me a call . Sincerely, 9 ✓ ell Funk---- Plans Examiner ` bup95-0422\pc10-7c h i l I a is v ;i i g i .�t .,.„-.m ,....._,:•v.�e.,ur,vM,M,xp,.�m.,.,._. .. r...:...�uweneaY MwMst '+!'-'"'�`;, fif 7, i� eA Plan Review lel _ 7 C CITY OF TIGARD ' Date � I OREGON i i Structural Special Inspections The owner or architect or engineer of rer4rd shall complete Parts B & D of this form and then retum it to the Building Division for approval prior to issuance of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) Project Address: Project Name: Architect of Record (Firm): Phone No: Engineer of Record (Firm): Phone No: The following special inspections and structural observations shali be performed according to the Stafe Building Code and the City of Tigard's Municipal Code Chapter 14.06.0110 - 14.06.040 unless a schodule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. �0 Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel ❑ Structural Masonry, fm = _ Field Welding Fireproifing ❑ Shop Fabrication Oth.r �Jo✓t ,A k r}7G1+ ctri �. � L )X � 1. 1` � B. Indicate the special inspr etor or approved testing agency to perform 'he special inspections noted in Part A above, including addresses and phone numbers. Submit names, qualificatir•,s :, d certifications of the special inspectors assigned to the project The special inspector or inspection age-Iy shall submit a final r,igned report to the Building Division stating that all items requiring special inspection and testing were fulfilled and rc^�rted and,to the best of his/her knowledge, in conformance with the approved desigr drawings, specifications, approved change orders and the f applicable workmanship provisions of the U.B.C. (see U.B.C. 7r)15 for soils special inspection final report requirements). i Items rot in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, � periodic inspections when continuous was required, etc.) shah be specifically itemized in this report. C. ❑ Structure! Site Observation by Engineer of Record 0. The owner hereby agrees to employ the special inspector, approved testing agency and/or engineer for the above-noted special inspections and/or structural observation. Signature of Owner Print NamePhone No. _ i Pian Date Structural Plans Examiner signature 13125 SW Hull Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — s t' 1 Plan Review U —7 G f Date ��'�1' q� Ct 1 i OF TIGARD OREGON w Sbructural Special Inspections i The owner or architect or engineer of record shall complete Parts B& D of itis form and 6h%n ror,m it to the Building Division for approval prior to issuance of a building permit. (Please note that a separate soils special Inspection form may be required and additional special inspections may be requires for contractor design items.) Project Address:. - �C Project Name:�Y/�f9 �• k Architect of Record(FIrm):,Ez1f -Lam.�� Phone No: ,7�¢ Ova Engineer of Record (1'lrm): a ► fJ `�$$(�, Phone No: GJ�, 'rc�/_3 The following special inspections aM structural observations shall be performed according to tete State Building Code and the City of T-igard's Municipal Core Chapter 14.06.0111- 14.06.040 unless a schedule of Inspections is submitted by the Engineer of Record and approved by the Budding Division. J A. Reuttatced Concrete ❑ Prestressed Concrete !� Structural c!e*l t❑� cfrrctural Masonry, f m . Fold Welding yam+ Fwoo*g ❑ Sha; Fabrication Other11/gin CAr �,k e.ca L. (Z rii�Gt� ttr�rJ . � (� QIc1C iPvi"ff e. Indicate the special Inspector or approved testing agency to perform the special inspections noted In Part A above, including addresses and phone numt.ars. Submit names, qualiftartiontr and certifications of the special inspectors assigned to the prood. The special in,q»ctor or inspection agency shall submit a final signed report to the Building Division sb t wj that all items requiring spacial Inspection and testing were fulfilled and reported and.to the best of hither knowledge. in conformance with the approved design drawings, Tions, approved change nrdem and the applicable worlunanship provisions of 7te U.B.C.(see U.B.C.7015 for soils apeaal inspection final report requiromonts). Items not in conformance, unresolved hems or any discrepancies in inspection ffAmnge 0.e., missed inspections, /periodic irspectiorts when continuous was required, etc.) shall/he specificallyy ittommi-zed In this report. �'YI ����C-�-7 �' /`-�'r/�/�? �/lam,'. T •V•f��k ��,Y.�i��.�",i:L��...�.y��OL�.�._.,— C. ❑ Structural Site Observation-by Engineer of Recon! D. the ownjhoag tc employ the special inspector,approved testing agenq+ and/or engineer for the above-noted special Is andJ structural observation. Signatu,e of Owner Print Name, l20/'(/ �sf�� � Phone No. Firm Date 12 Structuril Plans Examiner signature ....w. 13125 SW Wall BW.. Tigord. OR 97223 (5031 639-4171 TDD (503j 684-2772 -----�� 77 7 kmi Site' jIT2 tizatim! Checklig (These must be provided per 1993 OSSC Sec. 2905) Ytgect Tit1r• v v�a,� �n� 'a cy� ` c ,Q�\ A al Repot Prepared by: CQV-a Today's Dates ':�1' �i Reviewees Name: -i-)G\JJ -Sc A j CODE REQUIRED ITEM COMPLETE HUT REMARKS � COMPLMIE d 1. Regional Geologic and Tectonic Setting —Site Geok,ic Conditions Investigation 2-1. Pbt UT of Borings or Excavations J 23- Sail Cb siScation and Damiption J -- 23. waterCabie Elevati(3n 9 1 24. Gooknoc Profile to Bedrock J � .�*�� �� s a;�s �,� . L bmubire Review of Seismic History11 • ��� �`�����' . Evahzadon V . Earfgmake Source Selection Criteria -J — Reoamme- Ltsign Farthqutnke j 6.1. Cma1OA.=6.0.x.)(Specify) 6.2. Inanslab(M.-7.0.,6)(Specify) _ v 6-3. hftfoce(M„-9.0.)(Specify) � I "�^""se . Ground Response rq V4 Ground Respowe Sdection Criteria J Re•� . Recowmended Ground Response 1 - 10.Seismic IYaard Evaluiation .J — 10.1 Gramd Shaking Evaluation ,J 101 L amcttlide Evahnrtion 109 L.iquMetwtion Evaluation 10.4 'I'suaami Flooding Evahution - 10.5 Sddhe Evahmhoa J 10.6 Faudt Displacement iivnluation J 10.7 SUW&nce Evaoation J - 10.9 Other(Specify) -- -- I I.Expected S�ul=xm(Total dt Diffi-) ---- 12. Racommaxled Soil Beari-,g Capacity, 13. Recon=; ed Foundation Type J 14. Other Recommmded thsign'Criteria — -' ..I JY n .q. ..., .b. DEC-15-95 FR 1 12: 16 SEL I G LEE RUEDA FAX N0, 5032244836 P. 01 Y 1 ., G LEE / RUEDA fir, llilt.c is and Planners Portland, Oregon 97204 lJ � a� 12 December 1995 l► !omen Funk /r Cho of Tigard 13125 S.W. Hull Boulevard Tigard, Oregon 97223 j ` I RE: DURHAM ADDITIONS SITE PIAN REVIEW 1 PC10.7C SITE95-0036 Dear Jim: This is in response to your letter of December 7, 1995 regarding additional Information to site review referenced above. 1. Item 3: Storm drain piping has been revised to eliminate flow through C8. CaiCUiations from 01AK for the drain lint were previously rl,?Ilvered to your office. 2. Mem 5; M Copy of County Road Easement ocotion No. 7.95 att�ct►ed. 3. Item 6: Attached is Drawing rD- showing revised HC parkin©. the existing parking lot does not lend itself to duplic ite ADAAG, Figure 9 with the accessible route being in front of the HC parking stc;js. However, it appears the Intent is to provide a route that does not travel berilnd other peoples parked cars, We Submit that the revised plans meets the intent of the Code, Please feel free to call for any additional Information. Sinfce� reeiiy, Xavier u eda CSI „ u a.�. ;�. •�, r.«gwiy+'P'!*rr ry,+pp• ta+^a., ,. .»q, •wry,,� M w uR .• .-,M• e•..+ a•: DEC-15-95 FRI 12:16 SELIG lEE RUEDA FAX N0, 5032244836 P. 02 r 9 jwc BkiN EXIaT. NG 61014 . CUR 46 45 ADO 4' WIDE LINES AT AT 7'0G IWAINT EX 16T WC IDAW'I ! �LACFC LINE --1 15AW CUT a ! x REMOVE Ekis �•°^pro a to _j exrR JL7ED C CURB '� ; �'YAN AOCKOSIOLE Sl�,d+l ADP NEW HC I Wt, PAWJNG L AYOUr CLIPS 1 _ f ARTiAL. SITE PLAN I' i 1 AUDI r S' Ar DURHAM FLLPM Seggotl REVISE HC PAWIW., I CA AIAIFIf;AT1(1N nnewINal M ''J U411 dmL mom DEC-15-95 �,RI 12: 17 SELIG LEE RUEDA FAX N0, 5032244836 P. 03 DEC g 1095 � December 7, 1995 CITY OF TIGARD OREGON Seli Lee/Rueda 4/ 213 SW Ash #201 Portland, OR 97204 Re : UURFL M SCHOOL "SITE" I 8048 SW Shaffer Lane PC10-7C SIT95-0036 H&virg reviewed your submittal in response to our November 17 , 1'195 � plan review letter, the following itemo were not properly ad,Aressed. Please submit three (3) copies of the revised plans addressing these issues : ' 1 . Item 3 . i A. Storm •gain piping at a slope less than plLrmitted by OPSC, .able 14-2 shall be determined by afi engineer . Provide otamped plana and calculations for review. 2 . Item 5 . Provide as requested. 3 . Item 6 . The accessible route shall not pass be find parked vehicles (See ADAAC, Figure 9) . provide anew d sign. if you wish to discuss any of these items, please give' me a call . � { Sincerely, s- ,---,/ James Funk Plans Examiner 7O sit95-0036\pc10-Ica i 131 5 M Hnll WH Tim JH M 07771 MMI A,10.A171 Toll AM) A AA_77'77 -• - r; d PERIhI T a CITY OF TIGARD DATTE-_I ISSUED:� 12/07/95 00._ . COMMUNITY DEVELOPMENT DEPARTMENT 13126•W HW Vvd.Tigard,Oregon 97223.8199 (603)639.4171 PARCEL: 2S 1 1 30B-00300 `:i 1 T L ADUIIESS. . . UBDIVISION. . . . . �'U`f�,`�� j�,t2N�,n a -- ZONINGe t3l-OCK. . . . . . . . . . -___._______ _ . ....._._ LO ---------------------T ..____-__-______--_-_--____._--_--_-._- TYPE OF WORKt ADD PAVING?. . . . . . . . . a Y RESO. NO. : � EXCV VOLUME: 0 Cy GRADING?. . . . . . . . I Y VALUE. . . >f: 210000 FILL VOLUME: 0 r_y LANDSCAPING?. . . . t N �:NG FIL.L?. . . . . . a Y SITE PREP7. . . . . . : Y ,OILS RPT REQD?: Y STORM DRAINS?. . . : Y � IMPERV SURFACE: 4.3420 sf I?emarks: Adding 3'). 42'0 sgl.tare feet to an existing school of 23, 830 square fP Permit allow for additional grading not covered under SIT95-0045, paving, retaining walls, storm drains, sewer lines and i.tndergrol.tnd i.itility work on the PRIVATE PROPERTY ONLY. Owner: ----------------------------------------------------------- FEES ___----- - --- -- TIGARD TUALATIN SCHOOL DISTRICT tvpe amoli.nt by date recpt 131: 7 SW PACIFIC HIGHWAY SWM $ 1644. 70 JDA 12/07/95 95-273664 PRMT 1, 708. 00 JDA 12/07/95 X35--,. 7.'3664 rIGARD OR 97223 5PCT t 35. 40 JDA 12/07/95 95-:::73664 Phone #: 684-2235 PL.CK $ 460. :0 JDA 1x:/07/95 15-27:1064 EROS t 80. 00 JDA 12/07/95 95-273664 ontractor : ________..._.____.___._.___.__._.----__ERF'G 9 26. 00 .JDA 12/07/1):3 95-•273664 TODD CONSTRUCTION, INC ERPC '1 26. 00 JDA 12/07/9 ; 95--273664 ,0 PDX 949 fUALAT IN OR 97062 ,hone #: 620-765 . t 2198171. 30 TOTAL. Req #. . : 053.384 nEQU 1 RED INSPECTIONS — ----This oermit is issued subject to the regulations contained in the Erosion Control Engineered nradi Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation Insv Final Insuect ion oplicable laws. All Mork will be done in accordance hiii Fill Ins,per_t i on _- ,oroved plans. This permit will expire if work is not started Grad i n n I n s p within 181 days of issuance, or if work is suspended for more Paving Insp than 181 days. tit r m Drain I ri s p ran 5eweti• InSp S p r i n k l e r s o.t p p l Y Domestic water 1 Oermittee 5ignat•_tr•e : Misr. Inal)e(!tion Reinf7rce--i concr 1ssl.ted Rv _ _ Stri-tctl.rral mason Call for- insuection - 639-4175 a Commercial Building Permit Application City.of Tigard 13125 SSS/Hall Blvd. Tigard, OR 97223 (503) 639-4171 �ID v S6) LL � Jobelte Address: Pu Y I\ � �(&"4 SC Tenant, = Office Use Onjy Planck/Rec. Valuation: _ . 0() Q U o Permit Owner: 1 �' d.� Map& TL# I' Address: --- Approvals Required ---- Planning Phone: _ Enginearii,g Other_ Contractor. To I ` Address: Type of const: fs_ 1 Occupancy class: _ Phone. _ — Sprinklered7 Yen No Cor tractor's License (attach copy of current Oregon license) Sq. it of project: Contact name & phone: Story (1st, 2nd, etr.; Proposed use: _ Arch itect/Enginser. Previous use: Address: —+ �! Note: Plumbing & mechanical plans _ must be submitted at time of Phone: building permit application. _ i JOB DESCRIPTION: Applicant Signature & Phone number _ Received by: A-- Date Received: a� i Permit;$ Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) _w O F. �tl e Plumb. Permit (PLUMB) _ i Mech. Permit (MECN) . State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mach: Sewer Connection (SWU3A) Sower Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential 71F MF-R) Mass Transit TIF (TIF-MT) I r 1 Commercial TIF (TIF-C) Industrial TIF (TIF-I) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Wager Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Penn-,it (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion P!anck/CO T (ERGSN) TOTALS: �,,, ..,. .., ..; .pnrn. • s"M• *^a.-R"•", "X'Mll�rr`"+` .r...• ,..r •..._r,u, «.h�,�,.ash. • e., Pr„ . w ►, BUILDING PERMIT CITY OF TIGARD DATETISSUEDs 12/077/955 'Y0 ca1 '• COIL MUNIT( DEVELgPME:NT DEPARTMENT 13125 SW NDN Blvd.Tigard,Orpon 07223.9199 (503)939-4171 PARCEL: : cS 1 1308 -00300 SITE AD D R E`i S. . .SUBDIVISION. . . . � <<►N T NG e PBLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . . —_.--_—...---------------.__--_----_—._---_—___.--_---_—_--__.— -__I__.--------_--_—__—_— #'` REISSUE: FLOOR AREAS---------_-- EXTERIOR WALL CONSTRUCTION– � ti CLASS OF WORK. :NEW F I RST. . . . : 39420 s f Nil S1 E: W1 TYPE: OF USE. . . .-COM SECOND. . . : 0 5 F PROTECT OPENINGS?------------ TYPE OF CONST. :5–IHR . . . . 0 s f Ns Se Ell Ws OCCUPANCY GRP. :E1 TOTAL---------: 394217.1 s ROOF CONST: FIRE RET?: OCCUPANCY LOAD: 0 BASEMENT. : 0 S AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 if OCCU SEP. RATED: BSMT?: MEZ'1?: RE(1D SETBACKS REQUIRED-----_. ._____.___._-_-- Y FLOOR LOAD. . . . e 0 o s f LEFT,. 0 ft RGHT: 0 ft FIR SPKL:`e SMOK DET. . :Y DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:Y HNDICP ACCeY BEDRMS: 0 BATHS: 0 IMP SURFACE: 434;2,0 P[2O CORR:Y PARKING: 0 VALUE.. f : 105001A Remar-kise FOUNDATION ONLY for DL%rham Elementary School. Owner: -- _._..__.____ TIGARD TUALATIN SCHOOL DISTRICT t „)e amount by dote recpt 1:3137 SW PACIFIC HIGHWAY PRMT $ 445. 50 12/06/95 95273590 PLCK $ 2189. 58 12/06/95 TIGARD OR 97,.,.;3 FIRE $ 178. L20 12/06/95 95--273590 Phone #, 684–:_'235 5PCT f 22. 28 12/06/95 95-73590 ERPC $ 40. 00 12/06/95 Cont r^act or,: ---------------------------------ERPC $ 40. 00 12/06/95 95-'273590 TODD CONSTRUCTI(TN,, INC. CROS $ 60. 00 IL/06/00 95-273tj9ili PU BOX 949 TUALATIN OR 97062 -----_. Phone #: 620-765C-L, f 1079. 56 TOTAL Reg #. . : 053384 ------- REQUIRED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Foot/FOund Insp Tigard Municipal Code, Stat- of Ore. Specialty Codes and all other Re i n f fit e e 1 I n s p aoplicable laws. All work will be done in accordance with ITisi_1lation Insp approved plans. This permit will expire if Mork is not started Bolts in c_oncret within 188 days of issuance, or if work is suspended for more than IN days. Permittee Sinnat _1re : k IssLted Dv . Call for- inspection - 639-4175la :., . •• ''#." !!�, ,, 1., > ......, _�...... ,-,. ,. ...n..w ,.. ., ¢.. ... .., .. ..wll•,. ...,n.,q,,.- 7 +fir. 46 r Commercial Building Permit Application City of Tigard ' 73125 SW Hall Blvd. l Tigard, OR 97223 1 V 0639-4171 ! (5 3) Jobaite Addre-a: ��^' «� (� r\ 0 J S W �l/� �� i/l1_. Office Uoe Ong Tenant• _ 3'li�fe#Ar 442 *` Valuation: /�J, coo F iancklRec #_ Permit # BU E'9s_ 0 561 Owner: //� +�- I VA(��ti� �c,�g/d� a5-tic i Mari 8 TL #_�`�1'�b 0 V 3,yb Address: /.3137 5t Approvals Required � in l CDAa�r ne 9 7ZZ-S Planning _ 4py c 0X, +'I/1/,4't't 1 4 Phone: ����8 4-2L'3 S- (� — Engineering — _ Other Contractor: Address: /51IC7 sw 3�0,'W, teVf7 r Type of const: Phone. _ /v2_0- 7(-,SZ Occupancy class: —_ Sprinklered? Yes No Contractor's License # _ (attach copy of current Oregon license) Sq. ft. o" project: i— Con,ect name & phone: Uv_r)Ff Story (1st, 2nd, etc.) ` Proposed use: Architect/Engineer: S�z �G Lr� /���a —'- Previous use: Address: — -2/3 ,5 cJ 1-j-5N S; — � O/ Note. Plumbing & mechanical plans Z 977-o4Note. be submitted at time of Phone: Z`2?-CY7 building permit app:?c:.jtion. JOB DESCRIPTION: �' r N ' ,_� •1 �o� `L,.r: ;'�', �?>/7�U�1 Applicant Signature & Phone number - Received by: �� ��llc >y DateP , L R cei red: .�, ; ',,.rp,.t -,►•-rw^M+'Mn-r •wp.„r+-' ,.. .,y„�. "w .• ,d,,,.*. y-�r+� w. '" ti M, Permit 0 Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) o q S Sd Plumb, Permit (PLUMB) Mech. Permit (MECN) State Tax (TAX) Bldg: Plumb: Mach: Plan Check (PLANCK) Bldg: Plumb: Mach: p ^• Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Tranait TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutionai TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Sataor (FLS) Erosion Cntrl Permit (ERPRMT) ( � Erosion Planvk/USA (ERPLAN) Erosion Planf:k/COT (FROSN) _ TOTALS: i Am a _ 1t Scisw1S.S'i$r. asurA LjxcWafiaji Checklist ('Ihcsc must be provided per 1993 OSSC Sec. 2935) hojecx Title: A To&jes Daft COBE REQUIRED IT MCon�o.E�rE Wr REMARKS COWLETE . _I �-1 L Reg'uu al Geologic and Tectonic Setting J 2. Sift Geologic Conditions Investigation J 21. Pk*Map of Barings or Excavatiouzs 22 Sal(3assificatiion and Mscription 23. Waux Table Elevation --�• `ro CD. ,, o8b �v. 14. Gcolooc Profile to Bedrock ,J '=%�;,,, 3. I.aCMI ae Rcvicw of Seismic History IL ac !fie . Saame Evakwicn S. Eathquake somw selection criteria Reoavzmxadad Design Earthquake 6.1. CtusW W.=6.0.,.)(Spey) u`�se herd 62. hftaslab(M. 7.0.a.)(SPS) _ - 6.3. Irk(M„"9.0.:)(Spec4) J �n�n . Gcoemd Raqfowe Evaluation „� a,,sL 5,,� 2=\O Grund Regxwe Se k tion Caiteria �� :� �e e•, . Reacommeaded( nmW Response 10. Seismic Hez"Evaluation 10.1 Groumd Sbahft Evaluation "— Ii 102 Landslide EvahzWon "— i 103 "Tue fico n Evaluation 10A Tstmami Fl o"n Evaluation 10.5 Se:iche Evahution J 10.6 Faulk Displacement Evahmion �J -- 10.7 SuWde we Evaluation J 10.E Other(Specify) 11. Expected Seulcux=s(fatal&Di$) ,J 1.2a. R=cwmebde&d Soil Bearing Capacity 13. Recomamar;Aed Foundation TSVe J —_ 14. Other Recommended Design('.riteria �— mea. J hill ., t�V`rY�I�� IR7c!ruarucn,. ...�.-,a.-••rs11� •!. NOV-30-95 THU 13:55 SELIG LEE RUEDA FAX NO. 5032244836 Pr 01 LEE / RUEDA Ai-c ilec,ts and Planners F' !.% 1,11 Street, Portland. Orcp-i 97704 f FIELD REPORT NUMBER THREE (3) I''!''! '''r (.`03)224-0, 'j ADDITIONS AT DURHAM ELEMENTARY SCHOOL asrRieunoN- We►dnesday, November 29, 1995 8:00 AM Ron Hudson Ruts Jokl Weather: RainTodd Construction Temp: $Os Gotchall J3 Associates Cundiff Engineering Monfull Curtls Person of ctg�; Jim Funk Cori Lewis (Cult) Geoff Wenker, Hary Wingard, Ran Hudson, Xavier Rueda By: Xavier Ruedo i The following Items were observed: j 1- Submittals: SLX to TCI: C0.3: CDA; Sewer Permit; copy of Site Review. SLX to TCI: ! 1 Receipts for Sewer Permit. TO to SLX: 2- CD'S: Schedule. a- CD.3 and CD.4 were prepared to clarity dimensions of H.M. windows and relites. Dimension are out/out N.M. Frame b. HI.M. Profile Is 2' (Bucks) Window Wall 3/4" + channel Mullions 1-3/4" 3. Field Report Put .Jim Funk on Distribution List. 4- Building Pennif a• X will stop at City Hall to verify if Bldg Permlt ready. 10:30 AM: Fund delivered site plan review responses to Jim Funk. Jim Indlcat(�d he wns 2/3 complete with Bldg Plans review and confirmed that today Ivas last day of tlistrociial Review Appeal period. Discussed construction schedule completion date of Septernber 1996 and need to have Bldg Permit as soon as possible. Jim did not Indicate when review would be completed. b• Sewer permit issued. S• Pay Request Review and approved rough draft, ` I :, f r `^j's' •r rx. !-'9w"Mr. - w�M1.•.'+w.. .�,. w,w„.,r�.� ,�, Ya. .+we�fi ..-w. i►: NOV-30-95 THU 13:56 SELIG LEE RUEUA FAX NO. 5032.244836 P. 02 w 6. Schedule: • cr. Submitted by TO (Ron to make copy for SLX). b. Subs receive abbreviated schedule 7. Covsrad Play: Elect condui'runs u:-,der column at grid line 21 and west of P(2nd Col from East), FGE Indicates no problem. Encase In concrete if exposed during excavation. 8. Electrical: Building Power: a. Verify If conduit for future MDP installed in phase one. b. How to got MDP conduit into Bldg. conduits include: 1• 1-3” conduit 2. 2-2" conduit 3. 1-1/2" conduit C. Dave (Portland Elect) has ideas for instL1110tion but hs was not at meeting. d• Conduit from Mach MC to Durham center desired for future data lines, Ron to verify size and number. 9. Gym Mschors- ' a Need to pet data submitted on gyrr floor "oversized" floor trim plates for volleyball floor Inserts. Requested Ron to get ` DO_ TCI needs to contact for exit ng patterns from existing building during construction. 1111- structural: a, 14.10 dot 1-GL headers for kit hood not callod out. bleed CMR_ f. i b, 14.10- Header in wall at grid line 14 shown as 11-1/8 on plan and 15 on i detail 64/14.10. Detail supersedes. END OF FIELD REPORT 'r Ar , i iJ /r r., ,oIM1MWAWW ANOWWO ".,wersnt ,,�,.,.ol SFS• , ' �p K,............Y.� "�CM'91an+�Mi!'tpol+r-n. . �� 1 X14 ��w�l�.::� �;;r.,:.:.. IflMua�MiMrniwiYa►aN� A � O 'i H GcO Engineers November 29, 1995 Consulting Engineers • and Geoscientists Offices in Washington, Oregon and Alaska . Tigard-Tualatin School District 13137 Southwest Pacific Highway Tigard, Oregon 97223 �U y Q scj ��Ckk h/j-ni c Attention: Mr. Ron Hudson Report AdJendum to the Seismic Hazard Study Proposed Durham Elementary School Additions Durham, Oregon File No. 1925-405-P36 INTRODUCTION The purpose of this letter is to provide additional clarification of our seismic hazard study for the Durham Elementary School additions., as requested by Mr Jim Funk of the City of Tigard. We completed geotechnical engineering and seismic. hazard studies for the site in August 1995. The results of our studies are summarized in our geotechnical engineering report dated Septc..tber 13, 1995. The seismic hazard study is included as Appendix A in that F report. The seismic hazard study complies with Section 2905B of the State of Oregon Structural Specialty Code, which requires a "seismic site hazard investigation" for essential facilities such as this school (schools with a capacity greater than 250 individuals). REGIONAL SEISMIC EVALUATION As stated in our seismic hazard study, Geoniatrix's January 31, 1995 report indicates that the 500-year return PHGA (peak horizontal acceleration) on rock for the site is approximately 0.19g. We analyzed the soil response using various depths to base rock as referenced in the geologic publications listed in our September 15, 1995 report. The resulting maximum peak horizontal motion at the ground surface is 0.238. Indenendent probability analysis previously conducted by GeoEngineers indicates that the 500-year return interval PHGA on rock for the Portland area ranges from 0.19g to 0.24g for crustal earthquakes, which corresponds to a crustal earthquake of a magnitude greater than MW=6.0 at distances between 2 and 10 miles from the site. rhe 51.j0-year return interval PHGA tooF•.ngineer4. Inc -iO4 SA Hridgepori Road loribid.OR 97224 Telephone M.0 624.9274 Fax(503)620.5940 •I i P' Tigard-Tualatin School District 1 rye.. November 29. 1995 Page 2 on rock is between approximately 0.1 Ig to 0.14g for CSZ (Cascadia :Subduction Zone) interface earthquakes, which corresponds to a CSZ interface earthquake greater than fvl,,,=8.0 at distances between 50 and 75 miles from the site. The ground motions for intraslab earthquakes are determined to he less than the preceding PHGAs. Based on our experience and NEHRP (National Earthquake Hazard Reduction Program) guidelines for soil amplification, we do not anticipate site amplification factors greater than about 1.4. CONCLUSIONS AND RECOMMENDATIONS 1 � The resulting PHGA of 0.23g obtained from our analysis is less than that suggested in the code (Zone 3 Z factor of 0.30 times a site coefficient of S,=1.0 = 0.30g). The PHGA of 0.23g is also less than the product of the of GeoMatrix's recommended PHGA for bedrock (0.19g) and the NEHRP's amplification factor (1.4). "Therefore, it is our opinion that the structural deign of the additions can be conservatively designed using UBC (Uniform Building Code) seismic Zone 3 with a site coefficient of S,= 1.0. The near-surface site soils will not liquefy because they are above the ground water table. The site and vicinity are located in an area. that is not susceptible to landslides. In addition, tsunamis or sieches will not affect the s;te because large bodies of water are not present in the site vicinity. Since the mapped inferred faults are not active, we do not expect that the faults are capable of surface fault nlpture. The recommended soil hearing capacity and foundation type are ;ncluded in our September 13, 1995 geotechnical engineering report. 1-imitations for this report addendum are also included in our September 13 report. F i G e o E n R i n e e r z Filc No. 1925-005-P36 I h Tigara Tualatin School District Novembe, 29, 1995 Page 3 We appreciate the opportunity to provide this service and look forward to working with you again. if you have questions concerning the information provided, please call. ■ Yours very truly, GeoEngineers, Inc. Marcella M Boyer, P.E. Geotechnical Engineer /�--- j i Scott V. Mills, P.E.. ' Principal MMB:DLR:SVM:min Document►D: 19250051.add I Five copies submitted i i cc: Mr. Xavier Rueda (two copies) i Selig/Lee/Rueda Architects and Planners I_ i i I G e o E n ' n e e r a i ! � File No. 1925-005-P3h � .:T��� A :fit E.•o;- X ti. ;�.1�� i r �- ,t SETLIG / LEE i RUEDA. Architects and Pl Inners i 213 sty+Ash Street, Nrttand, Oregon 97204 Mepho"e:(5031224-017.3 28 November 1995 Mr inmes Funk r'lans Examiner City of Tigard 13124 SW Hall Blvd. Tigard, OR 97223 RE: DURHAM SCHOOL "SITE" REVIEW PC 10-7C SIT95-0036 Dear Jim: This is in response to y:.,ur review of Durham Addition site plans. ITEM 1: Two additional erosion plans have been submitted. 1 OTEM 2: Soils Report is included in the Specifications at the end of Section 02200. (Pink { pages) Testing Agency reports wiil be submitted on compaction testing of fill 1 material. ITEM 3: Sizing of storm piping shown ,on 15.1 and addendum drawing AD2.1 (4 copies attached) OTEM 4: Will comply. ITEM 5: ) Will comply (to be submitted by School District) ITEM 6: ,IDetailed Plan of N.C. parking attached (4 copies). �3 Ichments a r -- i, STRUCTURAL. CALCULATIONS sIlk- FOR �► DURHAM ELEMENTARY SCHOOL ADD'N — 1995 - 40 1,995 _j OWIGON 1 7� EXP: 6-30--97 i CALCS FOR AREAS A&B 1 - 18 CALCS FOR AREA C 19-- 39 CALCS FOR AREA D 40-65 ' CALCS FOR COVERED PLAY 66-82 I CALCS FOR COVERED WALK 83-91 LATERAL LOADS L1 - L23 kvz i r f GOTCHALIL ASSOCIATES STRUCTURAL ENGINEERS 2328 S.E. WASHINGTON ST MIIWAUKIE, OR 97222 IZ JUNE 95 (Y.' 659-5913 DUR—IAT-1 ELEM ADD'N — — — LATERAL LOAD ANALYSIS LOADING DESIGN PER 1991 EDITION UBC wl OREGON AMMENDMENTS WIND - UBC 80 mph ZONE, EXPOSURE P5 p ■ C. Cq q. I FROM TABLE 23-G - Ca ■ 0.62 ( 0-15' ) C. ■ 0b'1 c' -20' ) C. 0.12 ( -25' ) G. ■ 0.16 ( -30' ) FROM TABLE 23-N - Cq • 13 (METWOO 2) FROM TABLE 13-F - cq• 16.4 a` p Ob2x13x16.4x1.0 . 13.2per ( 0-15' ) • 0.6'! x1.3x16.4xIAV • 14.3 per ( -20' )- * 0.12x1.3x16.4x1.0 ■ 15.4 per ! -25' ) - 0.16x13x16.4x1.0 16.2 per l -30' ) � 0E 20 ;sr FOR ALL HEIGHT•f2 { SEISMIC - UBC ZONE 3 ( FIG 13-2, OREGON AMMEND. ) V 2 ZI C W l 34-1 RJ FROM TABLE 23-I -- Z - 0.30 23-L -- I - 1.00 23-0 -- R,. - 8 ( EiRG WALLS, PLYIUD PANELS ) R. - 6 ( BRG WALLS, CONIC 1 MASONRY' ) C it 2.15 l MAX VALUE - 2334(B) ) V = 030xl x2.15 W , 0.103 W� ( BR3 WALLS, PLYWO PANELS J V a 030xljV x2..15. W • 0,1315 W ( BRG WALLS, CONC 4 MASONRY I I 4 e 77 11 GOTCHALL & ASSOCIATES C ;;i'I L-2 SmicTURA°. Em--i RS 2328 S.E. WASHINGTON ST M MkWAUKIE, OR 97222 i (503) 659-5913 _12 JUNE 95 DURHAM ELEM ADD'N LATERAL LOAD ANALY515 ALLOWABLE LOADS ROOF DIAPHRAGMS ( UNBLOCKED ) l TABLE 25-J-1 ) V PLYWD (%2111 TABLES), 8d * fp" old, 3" FRAMING+, CASE 1 265 pIr CASE 3 200 pIr 2" FRAMING, CASE I ■ 240 pli CASE 3 ■ 180 pir SHEAR WALLS r' TABLE 25-K-1 ) PLYWD (%21N TABLES), 8d s 6" o/c, 260 pif x 8d 4" o% 380 p 1 r CWORDS ( SPLICE DBL 2x PLATES J a) NALP-'- LS APPED 16' LENGTH5 N41LS " 8 o/c 8" o/c FOR 8' ■ 12 NAILS « 3 EA END 18 NAILS 10 x 108 x 1.33 ■ 2585• --( NAILED ) b) BOLTING • TOP I ESOT BUTT JOINTS 3,4"0 BOLTS, // GRAIN, SINGLE SHEAR, b° . V/2 12011 (NDS TABLE 8.2A) BOLT TOP PLATES ONLY-----2 BOLTS ■ 2x120x1.33 1, 15• BOLT TOP I BOT PLATES---4 BOLTS it 4xl2Ox1.33 3,3300\ BOLT TOP 4 BOT . MID PT--5 BOLTS • 5xl20x1l3 41880 1 GOTCHALL & ASSOCIATES C�CsM L-3 STRUCTURAL ENGINEERS 2328 S.E. WASHINGTON ST WkWAUKIE, OR 97222 12JUNE 95 (503) 659-5913 _ — j_DURHAM EL EM ADD'N L LATERAL LDAD ANALY515 _ 2x $TUD5� LIMIT DEFLECTIONS TO L / 240 2x6 STUDS • i6" o!c - w ■ 26 PIF Fb ■`1308 psi F x Sx8 11308x '1 r� h f ALLOW J ■ V w x 12 V i?6 x 12 ■ !g'9 5x26x154x1128 ,Q 15' 384 x Ib2�0 x 20.8 ` 0.89" • L / 202 > L / 240 2xE • Ih" o/c Q 14' ■ 0.68" ■ L / 241 •" 2xb STUDS • 12" o/c - w • 20 plf Fu . 1308 psi F x8x8 � 13�©Sx�156x8 In ( ALLOW J • b w x 12 V 20 x 12 182' 5 x 20 x 164 x I'128 Q It,, = 3d4 x 1600 x 20B 0B'9" L / 2I6 > L / 240 2x6 , 12" t/c15, 0.6,8" L - 265 .r■ * 2x6 STUDS , 8" o/c - w ■ 13 plf ^b = 1'408 psi ��F x9x8 AII-i'oe� x1Sbx8 hIALLOWJ V wx12 V 13x12 ■ 229' 5x26x 184x 1128 _ G 18' B 0.92" L / 235 > L / 240 2x6 • 8" alc� Ali, 384 x 1600 x 20 . 0.13" = L / 280 2x8 STUDS • Ib" o/c - w 26 plf Ft, . 1208 pal Fix S x 8120-8 x13.14 x 8 h � ALLOWJ wx12 V 26x12 202' {"ti 5x26xIS x1128 _ Q19' ■ 38, x 1600 x A1.63 1.00" L. / 223 > L / 240 Q 18' • OBI" ■ L / 261 2x8 STUDS , 12" o/c: - w ■ 20 pIF Ft, . 1208 pal f=bxSxB 1208x 13.14x8 h l ALLOWJ ■ w x I? ?0 x I? --- _ 23.0' h 5x20x214x 1128 Q 21' ■ 384 x 1600 x 41.63 1.15" = L / 219 > L / 240 12x8 , 12" We Q 20' ■ 0.94" = L / 255 h .r■■ 20'_33 I f .1 J x GOTCHALL & ASSOCIATES LG 1 S?RUCTURAL ENGINEERS L y 2328 S.E. WASHINGTON STREET MILWAUHIE, OREGON 97222 e1„' (503) 659-5913 G / _ NO QCT/-I _ Sia r,,f4 L a eo2 4c a i►T.r •An S O ,r 2 O PSJr X 7 ,s /5 0 AO-1� L O./03x 2,0 Y-,< 3aI 2o0A A103 - 73')e 2 x 500PSA t 77 rvk" g (CX•T) LiZ9 N ii w P'K o L//io E /f✓-S 7”/drZ TH-e� O L'/L Di 44 3 v f 7 F02c 0~ J " �6r 5- -JL 50,V,.) of To<—,ac_ y8J "`�� �c i 3a' G`y_ 5 plp- s d A4 L ,T 6 S /tf f� f VG LY 7-f+-2 c./ '$NIL 4y1"l./4 1 Ql/r L.�►-s�� W� 7'i E �' iC�- OT/�`'C�'L• Si D bi O� J3 Ni G.C'��� � !.!S6 ory a d rl4r #W— , /�roc rG x -3 S)*I Dalc C.4-70oe- 11 d� � 3 ® !:f A10 * Z­Al.l3 x 2,V• 27.73 >> G. v3nG A-P 2 4,w a Z colr ar ,�... it .. , a.•�, ri.,... .,,, �, ..x,. 0 4 ii a, r GOTCHIALL & ASSOCiATES _ YA STRUCTURAL ENGINEERS 2326 S E. WASHINGTON STREET � Mn..wnunlE. OREGON 97222 � w�✓' 150131 659-591 3 r _ � 4 tF /.Acs L-�/-�- %��si��./ '✓�U.��S = ' k i �(� . // Gni►�.✓ � 5.5. E z 3- 0 1 - U E ;Z:3 �. = 1. d L -7-Ar,L 4 L 0. 71 3 i q �►<,5> �� = M�.✓ 4D ro iz ju L L /A rJ/ ; d�c =f y I` = 3" L ,gaLL Z'.'-IM -T r (!"—d - N1A C > 8D� 2.3;3 i /1L(.0a).aei-F = J(000 x /, 33 I>- E, , 28* �l o� Z) t-Ae,% /Gov x /, 33 x A 0.9el • FZ 10 LAW,5 iVZCA ' NA1 /6^/ VAL)f- �� = :-y 40 -,c vv i G . k� w.r — GOTCHALL & ASSOCIATES STRUCTURAL ENGINEERS — �— 4 6 2328 S.E. WASHINGTON STREET IIt MILWAUNIE. OREGON 97222 / (503) 659.5913 d���►-� �S Uu TH Lu A-Y) S GL�sSita J A^ S• . Tir • FROM 'fAZL V- 7,3 TV - A - LT10 i4D'(/ST/)e�✓T- jt� Lr G = j T", atc Z3' ' r—] OAS B �L.1 T7 90 1- ro L Fo a v.4 t u - +. x o yl.o x Z- Fy3Z# 17 v k /, ;,. x /•o k !. O x D. 7 0 J �.1 3 5;; y. l'1 i �i S' LL ..,ir.-.. .., ,,. a GOTCHALL & ASSOCIATES _SLG STRUCTURAL ENGINEERS L_-7 ^ 2329 S.E. WASHINGTON STREET MILWAUKIE. OREGON 97222 (503) 659.5913 o-T r _— r)leTla - SON T.4 L0A-*I4 / GC��'►_ S -S w, G A-6 C 41-A-IL 5 14 L A-ff S � S N S w-►'_ W��L S a � L27 po)F 71 EV o e:f:"f hryl— tj,Tr.Jn/ [2] f= ,Dis r2w ac _ S,A,*vn*.w-S- AGG tot&> ,onJ 4 ;'-m L&,7v 4771 /¢ z.*4-1s A✓Aa,*-d L br / 'N AT ^� —� izo r 1. -71 /tar- Z( Z;-,) 72- A -7 ; d r 1,Q V 7 cr' -- 2 cv' yG ' 4 D o i Q /4x(/2d 7 z TiefII Qt7j 7 2.r/ 72 /00' OK C 2-LO A4 I 7. 2x/ 72-1 y 2 70 ` G 0,*-// 0/- G 260 CSC KIA-u- 171q 3 zMot-/r < C-0 T c:• M1 ?l /y G G G. 2 [ 2 GS X/r C A-S,67 I 6 Vr O E /-�%L 4 !_LmJ� :a l' ,Toi 5'r L t G G - !� q ayS WAkL 5t4OS dr All 12s PM ,p,i� .:1 !' .*.. �'N' � . r� r o�+ipr- ,. .. . �+ � ,c � rn. „r•' "MA' � '"� ,lr 7» 1.� T GOTCHALL & ASSOCIATES STRUCTURAL ENGINEERS p ---- 2328 S.E. WASHINGTON STREET - /'^.. MILWAUKIE. OREGON 97222 (503) 659.5913 _ _S -95 -; Neo/27H - E4] Z r: 12: .5'"o , 2700 *1 � — z —JO., 2 Z off /AU r Z, z /0.7K 3 5 7 �`/�7 33 D 0/10 t y "n;Ai uv, r. ✓ 'f y30 N, 2_ y 7o/ eoL Y kAO D/t L=...1 r' V= y30X log ► r �s� i u/A�� SH«A is Irt:uun 15'1-1#/1 G 2C.c) 0K 3E►'f2u� i ^r,., ••IM" 'Mw- ♦..w.�...ry�'p Y-� ;;tY.: -i'qM►. n .«. . ^ALI, ,r,.w -W .ev ,wr,i I � 40, GOTCHALL & ASSOCIATES L. (', L- 77 STRUCTURAL ENGINEERS 2328 S.E. WASHINGTON STREET �•- MILWAUKIE.OREGON 97222 (503) 659-5913 S _ I.d RoDlz z-o / �o ' / 0 3 7. 5'x 5 0 10s i? 3 8 EX%,W41t-4- dl 0 404 (10 V 33 / */' k 3CJt35 �3 / �/f HEZK 7, O ' 2asy✓` t 3.�0 ySo Sze• �,� �,�. 30 x 15 -45 o //Ps/ r/3,7' X ►b', e s X 26'• 2,-7 lo, 10,a K L E' I3.7' -7 x �o' z 11 -7 2 �GP Af y 2 Z I- a K ic y S-�� Ai r 6 ali A* ,i,�ly7{I .ih t. %.JOTC:IALL & ASSOCIATES L STPUCTURAt- ENGINEERS 2328 S.E. WASHINGIOI4 STREET w r-.. MILWAUKIE. OREdON 97222 & (503) 659.5913 7 ' _Z A-s S if O ti/1 S 0. � R ► s - �. x 8 = 53 7 14. 0 = 6 T 3, 7,r 5/Mt5a►J "/-fesSA 3,-7 V 331 x �Of I�� = r. Gx � — t/ " a y, 2 G.,0 rt -7 7a /Z K 0 0 -�I 3. C� ,i I war t �*. yM/l�"dY.: r' ,.� .,.,�.► p. ,«.�,..�pM�+.ti•..., r � p' l i� GOTCHALL & ASSOCIATES G L G STRUCTURAL ENGINEERS ,} 2328 S.E. WASHINGTON STREET MILWAUKIE, OREGON ?7222 (503) 659-5913 _11/OkTi4 P eiR P0S • L CJA--OS — ll L 15►O-51- 136 Ra�� V Ps r r 3 - 3 Z w a L-�-s 1/ z 2/ cox � -5, r- ___.. . _... �- V' lZ I .3 1 h. 7 ZK �, RaaR. ✓ �- 7.2� � . . 70 I Dist S.7v 5 9'r 3,41- x2u I 41 j� � ♦ ' 3.(. 3A, 1 e AT STao wkc„t^ � 417 i /, S x 20,)c3. G,K R� IS7 --7 51/t ► 8 ' ' yZK 2 010�-�1, IJ4 BaLT ra CUL Pz-yw�q -Za � .... yr K. ,. y...... ..—,r+. "�.+• .,�,,. .. . ., , .,. .q,. .y,y,ly y. ..+.+ sR" n��- .,�..r..wy �.. r {' GOTCHALL & ASSOCIATES STRUCTURAL ENGINEERS 2320 S.E. WASHINGTON STREET MILWAURIE. OREGON 97222 (503) 659.5913 per Giil— j — 44fsA I!/O ii�N� 2_ • G Ls Ia��a c 21 ' 15 p7r- I U'z, /a 5 j, A e e F- ;210 •2/D�Ii QlL WC ! -it-,4-v if Z d '-)c 2 0* r' 1 } GOTCHALL & ASSOCIATES L • STRUCTURAL ENGINEERS 2328 S.E. WASHINGTON STREET MILWAUKIE. OREGON 97222 / (503) 6-159-59134 ' 9� �u�. ►•-{-�� �^1.Lam^ �DT � EA-,7—tel" t ,- i AV s &4PQ l J -- I /e� 20� k /5�'sf 32./ rir 7 Xu.,S0 � T x�o 10.3E /,Iv 7. - . /01 >- 12.0 — I S PS F,- - 185 EA l�❑ .�: V fl 1,-T o( 16 N ro S irt-q rt � 7 (----------- w f►�-�- S arc + /2 2 ob 0 ve"C_S TQC Lry j e-y7 GUTCHALL & ASSOCIATES STRUCTURAL E 4GINEERS G L G 2328 S.E. WASHINGTON STRFET MILWAUKIE.OREGON 97222 (503) 639-5913 S7- c�j -r 1-..d R-W e-4 6-15 f"dr1 s Li.�/AC YO `VAI-L.5 P— A I s 'P] ---- lw,,4 A-v J4 Lf S►S 14;,-J 04 C .'. � .-_.. .. _ _._.. .. -j._... ... ._..._:..-.. 1. TV 17. Z 120 K x ,ZO 0 4 70'- 10 a' a b& ZG o ps 6.c FM- G • N4tu�,4 I E LP 15 i/Z IS N >•6I P L"3't- L t n!4TH _•.. M _._ ___......__. 50+344316 ,r ..� GOTCHALL & ASSOCIATES G 1 STRt.ICTURAL ENGINEERS L—`-� 2328 S.E. WASHINGTON STREET MILWAUKIE. OREGON 97222 y z iso 7 L� � �Ali+`-�� a�_ l 41 } 45 o x �„ __ '. ` ` _. - -4�` _ v M' .,1 i (3 MY'/- u x JL F'-, -<Jvis? L� iJ Na,t l�H av' �✓�►-+ S�� c rio "'' _.:� - - C" It - _ .._ _.... _. . __ .... . _. _: .___��____» _�--r..____ __ .•--?'— fie- _..___ P f 5 t IIS��IN' ' o GOTCHALL & ASSOCIATES la( 4 ' STRUCTURAL ENGINEERS 2328 S.E. WASHINGTON STREET MILWAU MI!, OREGON 97222 (503) 654.7913 z-�0 Ind _ t r r &4-.5 rrr- - z � _ • __.._..... _._ _ . ..__ (/Zu '- 2V-zr� t � - LA /47- ^51e _...._,. .._. ...r_-_�_____.... _ •_..... � 10 /0 Lov"r,W!41"S J, 1 17 V - Z2-0 X C 14V ZtiL/ 1 v .. nue . � .. .yt •r ,•. .�, ..,,.n.... -.. r'�►r". J � GOTCHALL & ASSOCIATES I G-LC STRUCTURAL ENGiNEERs 2328 S E. WASHINGTON STRe_r MILWAUKIE. OREGON 97222 (50)) 659.5913 e4 tf- Vs, I50 =,1375x9/Y��,�.wjrL t .4 i375Y)� xZy' w� j z 10, ` 9 o 1 ' 2co4 �, t3�5�c 1� X t'zo� Rios \D 2,1 r ,1375 5x PLY 416 74 1 x70 Pe4 D OLk w kt✓JS 30 a X. 2 /t 7 t y/y 1F r, o/C r m .Ze- �r ^ w .�,a,..y,,..�..,y„y�,y"Vr.•,nF�^'wt .y..w....�. ... �. ,a ..-A:, .�, q „ a+er} :,/.n• ,R„ti,, �.t+^'+V .... '.... . ..' :-.. -•.,fie. : GOTCHALL & ASSOCIATES �LG i � t1 7 j STRUCTURAL ENGINEERS �• `� e _ 1 2328 S.E. WASHINGTON S1REET i MiLWAUKir. OREGON 97222 (503) 649-5913 4 L_ -- - --- tAJ ...... -. ,_. _ .._. ... _ 3410 a D./3 7s 9/ xZ wk,0 D, l 375 r /C x941 t-- ---- i�,l1 ,1l1 f?,-7-7 71, u 9 u �. fD _ �9f x Sot" 2.77 fol a y 3 Ido Z3-1-K_ i _ K GOTCHALL & ASSOCIATES �(I/') / f�,`t • STRUCTURAL ENGINEERS •^/ _- 2328 S.E. WASHINGTON STREET MILWAUKIE, OREGON 97222 w,. (503) 659.7913 Aa U\ L LoA, a yev plf y 9 = 21 , 10 Ito' = Z8y Ply • 20 Q == 2 8il x Z 5 zs- = -7. T le- s 9 e- s9 �S 7.v 7. t,.5 - '71 rs( /b IX Z(n' a 31,t r i L1A /,s1T /gLCni�Ly f/c i d'.e�r E STANDARD 1 . 5 11 DECK V1 I FRAME FASTENING: 5/8" WELDS on 36/5 Pattern. STITCO FASTENING: WELDS SAFETY FACTOR: 2 . 75 ----------------------------------------------------------------•--- t - design thickness - .0295 " Stitch DESIGN SHEAR, plf G y • Connectors Span, ft. per span 3 .0 3 . 5 4 .0 4 . 5 5.0 5. 5 6.0 6. 5 7 .0 RL 0 365 320 185 255 230 205 190 170 160 0. 583 1 470 420 380 345 31.5 290 265 245 225 0. 319 2 550 500 420 385 355 330 310 290 0. 219 1 3 610 560 520 480 450 415 390 365 345 0. 167 4 655 610 570 535 500 470 440 415 395 0. 135 5 690 650 615 580 545 515 490 460 440 0. 113 6 715 680 650 615 585 555 530 500 480 0.098 4 Dvr - 758 Dir - 886 Dnr - 974 K2 - 873 , Substitute these values into the equation for G' as appropriate . -----------------------------------------------•--------- ---------- ! t - design thickness - .0358 ' ' ZO i I Stitch nESTGN SHEAR, plf Connectors Span, ft . per span 6 .0 4 . 5 5 . 0 5. 5 6.0 6 . 5 7 .0 7 . 5 8.0 K1 0 345 310 275 250 225 210 190 180 165 0. 642 1 455 410 375 345 320 215 275 255 235, 0. 351 , 2 545 500 465 430 400 370 350 330 10. 242 '1 625 5 n 535 500 47n a :n 415 90 37 0. 184 4 685 640 600 565 530 500 475 445 425 0. 149 (� 5 740 695 655 610 585 555 525 500 475 - 0. 125 " 6 780 740 705 665 635 605 575 545 520 0. 108 7 810 775 740 710 675 645 615 590 565 0.094 r , Dwr - 567 Dir - 653 Dnr - 728 !C2 - 1056 Substitute these values into the equ&tton for G' as appropriate . ---------•-------••--------------------------------------------------- t - design thickness - .0474 " r Stitch DESIGN SHEAR, plf u Connectors Span, ft . per span 5.0 5 . 5 6.0 6. 5 7 .0 7. 5 8 .0 8. 5 9.0 K1 0 360 325 300 275 250 235 220 205 190 0. 738 1 1 490 450 415 385 36') 335 37.0 290 275 0.404 1 2 6 0 0 S S S_ t' S �i�.S LS.S. �a1 i---:GLL39A 355 0. 178 3 w700 650 610 570 535 505 480 455 430 0. 212 4 780 735 690 650 615 580 550 525 530 0. 171 I 5 850 805 760 720 685 650 615 590 560 0. 144 h` 6 910 865 825 785 745 710 680 650 620 0. 17.4 S' 7 965 920 875 840 800 765 735 705 675 0. 109 8 1005 965 925 885 850 815 785 755 725 0.097 Dur - 372 Dir - 435 Dnr - 478 KS - 1358 Substitute these values into the equation for G' as appropriate . G' - -------------- ----------------- ---- Sar page VI for notes. 3. 78 +0. 3 Dxx/span + 3 x K1 x spat 1 0 y, GOTCHALL E, ASSOCIATES SrRU( liJhgl ENWNI.CRS 2326 S.E. WASHINGTON STREET MILWAUNIE. OREGON 97222 (703) 659-5913 s Jl. /% ;'!,► /vl�I'/'• 1 ��D�J sir/ �_ —. --- — " �f ��Sf DL f A?e „JAl L pV Zle; O /.V5rJ L J.S- r„ f Zxs Z ,2 p•,f Tic 7�'�-+ y. F 'PtY W D I.:; s f yx Pohl SNS Z , 1 ps 1NS�L •.S'' fsf Jf G o ye rr M psi 2 x if- �c✓�t i s hy s; WAt.L 'if4,� Ali q � I� r,r4'� `� ��. �f �F' � , , �1 ' f" I,t*�•, Q} ate'«+ 1ft- ' '�IYA.a.b....d.+aL.Nrr�.as.,w .,..•v,r.,.. ....._,.... ,i.l 1 GOTCHALL. & ASSOCIATES STRUCTURAL- ENGINEERS 2328 S.E. WASHINGTON STREET MILWAUKIE, OREGON 97222 ' (503) 659-5913 `..r.�. �r- v,. V/J r'Ar; /V . , rte. ;J _ m �Qnt 1 'r. W�IJ� zC' v•_l ,? - I� FIf L �vN71Lo[ SJ/1 it is /o I fr "7 Z M Tabs - , y.f x /Er1 x 2CoI x �OZO� 13� y/, 3 �-�•l� (':c.44LLj 7-40, = O l 3' q Z n F� k (r"bAJ t /8� elf x z�' = le - X3. 4 f� -r� 6�vl) 110, CIO w- s /ti.5" 1d 2 _ xT e1A(l� 1 se h • U`wACL �.� ' � yZ15" — Z plf L .240 rJ� r'pmiL 5(00 �1 + PERMIT J m, CITY OFTIGARD DATE I I SSUED s. 1 1/27/95g-Q42Q COMMUNITY DEVELOPMENT DEPARTMENT t 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839.4171 PARCEL s 2S 1 1305-00.300 SITE ADDRESS. . . s- CU C,C,FR I W-- SUBDIVISION. . . . : �LJ �'LI rC><7�( �l �) ZONING% SLACK. . . . . . . . . . . LOT. . . . . . . . . . . . . . ------------------------------------------- --.----------__--------._--.__________________ . TENANT NAME. . . . . sDURHAM ELEMFNTARY SCHOOL USA NO. . . . . . . . . . s FIXTURE UNITS. . . 1 292 CLASS OF WORK. . . :NEW DWELLING UNI Toa. . : 18 TYPE OF USE. . . . . :ED NO. OF BUILDINGS: 1 � INSTALL, TYPE. . . . s BUSWR I MPERV G)URFACE; 0 s f Remarks : Adding 39, 420 sgl.lare feet to an existing school of 23, 630 sqLtare feet. Owners ___._...__---.-- ___________.._.______________._-_ FEF TIGARD TUALATIN SCHOOL DISTRICT type amount by date recpt 13137 SW PACIFIC H101.1WAY PRMT t 39600. 00 B 11/27/95 95--27:3257 INSP $ 45. 00 R 11/27/95 95-2721257 TIGARD OR 97223 Phone Me 684-2235 Contractor: ----__.._______._.-_---_-__-•-___-_ � r CONTRACTOR NOT ON FILE Phone #,. 6 39645. 00 TOTAL Ren #. . . ------- REQUIRED INSPECTIONS ------- This Applicant agrees to comply with 41, the rules and regulations Sewev- Inspection of the Unified Sewage Anencv. The permit ,expires 181? days froj the date issued. The total dmount raid will he forfeited if the permit expires. The Agency does nit guarantee the accuracy of the side sower laterals. If the sewer is not located at the measurementgiven, the the installer shall prospect 3feet i all directions from the distance given. If not so located, the nstaHer shall purchase a "Tap and Side Sewer" Permit and the A v wili\ins 11 late al. Ilermittee Signator-e , I s s 1.1 ed P V Call for• inspection - 639-4175 f r r rS_ 7 7 7,737 A 1 Ae C►ommerCi Buildi;ll hermit AG►lication. City of Tigard 1312.5 5W Nall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: Office Use Only Tenant' T>7'�rr� >�ru/ Suite# • Planck/Rec # _ Valuation: Permit # Owner: '' `l Map & TL # Address _ Approvals Ree_guired Planning Phone: — Engineering Other Contractor: _ Address: y Type of const: Occupancy class: '' Phone. Spdnklered? Yes No I Contractor's License # ___ (attach copy of current Oregon license) Sq. ft. of prcjec'. Contact name & phone Story (1st, 2nd, etc.) _ Proposed use: Architect/Engineer: Previous use: Address. Note: Plumbing & mechanical pians must be submitted at time of building permit application Phone. JOt,' JESCPIPTION: � Applicant Signature & Phone dumber _. --- Received by Date Received: y I _. Permit 0 Account Description Amount Amt Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) _ State Tax (TAX) N Bldg: Plumb: Mach: Plan Check (PLANCK) .� Bldg: _ Plumb: d Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) S~y Parks Dev Charge (PKSDC) Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF•IS) _ 1' Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntri Permit (ERPRMT) _ R^ i { Urosion PiancklUSA (l':RPLAN) Erosion Planck/COT (EROSN) i TOTALS: f r ,A 1IMM-0`*ft-0-10 i SITE WORK PERMIT I CITY OF T DATE PERMIT I SSUED s• 1 1/17/955w0045 COMMUNITY DEVELOPMENT DEPARTMENT F ARCEL s 2S 1 i s08-00300 13125 iW Hall Blvd.Tigard,Oregon 9722301" (50�639-1171 SITE A D.D R E'):j. . yi1yD�++3--�3bd-�iFif�Fl- f�-t-N I / SUBDIVISION. . . . : Z5 U(I/Q SLt-� N(�(�`/'d *n A' � ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . TYPE OF WORK: NEW PAVING?. . . . . . . . . s N RESO. NO. s yr EXCV VOLUMES 0 cy GRADING?. . . . . . . . s Y VALUE. . . ♦: 200000 F=ILL VOLUMES 0 cv LANDSCAPING?. . . . : N ENG FILL?. . . . . . s Y SITE PREP?. . . . . . s Y SOILS RPT READ? : Y STORM DRAINS?. . . : N s IMPERV SURFACE: 4342'0 of Remarks: Grading, fill and compaction preparation for construction of the school addition on the PRIVATE PROPERTY ONLY. This permit is allowed under• a Hold Har-mless Agreement permitted by the planning department. Owners _________..--•---___.____.___ .____________..____--_.-____-- FEES TIGARD TUALATIN SCHOOL DISTRICT type amount by date recpt 13137 SW PACIFIC HIGHWAY PRMT f 683. 00 JSD 11/17/95 95-27:301 l 5PCT 1, 34. 15 JSD 11/17/95 95-273021 1IGARD OR 9722,3 PLCK $ 443. 95 JSC 11/17/95 95-273021 Phone #: 684-2235 EROS $ 100. 00 JSD 11/17/95 95-273021 ERPC $ 37. 50 JSD t1/17/95 95-273021 Contractor: ------------_•_._.__._..________._______.FRF'C f 37. 50 JSD It/17/95 95-27302:1 TODD CONSTRUCTION, INC. PO BOX 949 TUALATIN OR 97062 Phone #: 620-7652 f 1336. 10 TOTAL Req #. . : 053384 ----- REOUIRED INSPECTIONS This oermit is issued subiect to the regulations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and all other E.xcavat ion Insp applicable laws. All work will be done in accordance with Fill Inspection approved plans. Tnis permit will expire if work is not started Gradinq Insp within 188 days of issuance, or if work is suspended for more Engineered grad that IBB days. Final Inspection Permittee Signatur(cll 15s�_ied Bye Call for inspection - 639-4.175 I I i 1 - • Co�pial Bui din ernni_ t Application City of 77gard A r� d i' 4 13125 sW Hall Blvd. � '�P (A Tigard, OR 97223 I / 1 l ( ir (503) 639-4171 I I I } ` Jobsde Address-_ -- � Offlr-e UsQ On I Tenant: �1 ^^'�� i�1'�t . Z''Y Sults# -- s Ptanc'clRec# Valuation: _ -- ' - Permit# Owner. et�S^� �0� 1S�C 23S Map & T4 f# Address: I?�I7 Po..C� `� _ AppMM! Re4_u_Inad 1 lA U'R �I LZ 3 Planning + ` Phone: L17.O Engineering --- Other o �f Address: t' ` Tvpe of const y Occupancy class: -1 t12-1 Phone: e- g _ �-O _�ljr Z_ Sprinklered? Yeu; No Contractor's license #_ �___ (attach copy of current Oregon license) Sq. ft of prrJject X" Contact name& phon i.- 21U ti s t r 2 ----- Story (1st, 2nd, etc.) -- � -1 Proposed use: AmhitectfEnglneec: <<� _ LAA-- lea a Previous use: Address: - Note: Plumbing & mechanical p1 must be submit ' at ti cW- '1-72.04 j budding permit applic.. ,or Phone: JOB DF_SCRIPTION �'� '�l f e v �- 1 fi w s/i s. T Applicant Signatur & Phone number Date Re.aeiived: 2- Received by. rti' ti n r CITY OF TI ��RD DATEIT S: F'L_C91/17/c DATE 1 SSUE�D: 1 1 i'17/95 s� COMMUNITY DEVELOPMENT DEPARTMENT PARCEL. 2SI 1 OB- 00;::00 SUBDIVISION. . . . : $ I TT n XZONING: LaLOCK. . . . . . . . . . LOT. . . . jj'��. (���. f '''�11 (/I/�i !.c F'ro jcct Description: vby `^� /�' 111 ___._---------_.--__.______-__-------------J-----._..(����"_��f�3�_r.�L-��=L._.�� {;. • -- -RESIDENTIAL UNIT- - --TEMP SRVC/FEEDERS----.- __._._ -1iISCELLANEOUS._ 1 O00 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . s 0 FUME',/I RR I GAT I ON. . . . : 0 EACH ADD' I_ 5O(ASF. . . : 0 201 - 4O0 <�mp. . . . . . . s 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 3 h MANF. HM/ SVC/FDR. . : 0 601•+amps -1000 volts. : 'r MI14OR LABE.i`- ( 1N) . . . : 0 - ---SERVICE/FErEDER--.-- ----BRANCH CIRCUITS----.- ---•-ADD' L INSPECTIONS--- GAN y 0 - 200 amp. . . . . . : 9 W/GERVICE OR FEEDER-215 PER INSPECTION. . . . . : 0 ' 201 - 400 amp. . . . . . : 2 1st W/O SRVC, OR FDP.. : 0 PEE' HOUR. . . . . . . . . . . : 0 Y! 40'1 - 600 amp. . . . . . . 0 CA ADD' L. BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0_ 601 - 1000 amp. . . . . : I -------------------PLAN REVIEW SECTION--_----- ----- -- 1000+ amp/volt. . . . . : 1 ) =4 RES UNITS. ,. . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR > = 225 AMPS. . : X CLASS AREA/SPEC OCC. : c Owner,: ------------------------------------------------------ FEES --- PORTLAND ELECTRIC CONST. type amo+.tnt by date recpt F'0 BOX 586 PRIM+'( 4 x'41 5,. 00 'J S ). 1/17/95 95--273020 PLCK $ 6O3. 75 CJS 11 /17/95 95-273020 OREGON CITY OR 97045 SPC;T $ 120. 75 CJS 11/1.7/95 95--273020 Phone li: 655-2281 II Contractors PORTLAND ELECTRIC CC'NST. INC f 3139. 50 TOTAL PO BOX 566 + REUUI RED INSPECTIONS -- •.-__._.._ I OREGON CITY OR 97045 Ceiling Cover Elect' 1 Service Phone M: 655-2281 Wall Cover Elect' 1 Final Reg M. . : 51 ,64 I This permit is issued subject to the regulations contained in the Ti,,%rA Municipal Code, State of (h•e. Specialty Codes and all other Permittee Signature applicable laws. All work will be dont in accordance with II approved ,i!ans. This permit will expiry if work is not started within IN days of issuance, or if work is suspended for more than IN dat s. I s s i.t e d By INSTALLATION ONLY--._.- .__ ___..-----_---- The installation is being made on Froperty I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE: -- _-_-..._ .... . _ DATE : ___.____--_-_ -•--_____._......_._..-CONTRACTOR INSTALLATION SIGNATURE OF SUP+R. ELEC' N: ame, _. DATE:: .I CENSE NO: Cali for inspection - 639-4175 l r. • el Community Deveiopment ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Permit # Rrq5--Q"/Ca Date Issued /�- /7 0--, _ Phone (503) 839-4171 r CITY OF TIOApD FFX (503) 884-7297 TDO No. (503)684-2772 Inspection (503) 639-4175 1. ,lob Address �oVO sw-bt e{-jq*� rQ 4. Complete Fee Sr:hedule Below: Name of Development-,-VA Aeon Number of inspections per permit silowed I 'r Address - iwim- Service included Items Cost(ea) Sum City/State/Zip_,�/-60,e,D_� 9722 4a. Residential -per unit 4 11 00 sq, fl. or less st t0 00 _ 1 Name (or name f business) Each additional 500 sq it or $2500 portion thereof Z�J Limited Energy $2500 1 Commercial Residential ❑ —-- - Each Manufd Hume or Modular Dwelling Service or Feeder $6800 2 2a. Contractor installation only: 4b. Services or Feeders �� ,� Inste4atlon,alteration,or relncation Electrical ontractor10tr&*V,0 cue T C 200 amps or less 36000 2 Addre S —- --& 201 amps to 400 amps $80.00 1�_ 2 —� 401 amps to 600 snips $120.00 2 Cit i State ( L ZIP 2-0 T $180.00 2 001 amps to 1000 amps Phone No. Over 1000 amps or volts $340.00 2 Job N0. Reconnect only $5000 _ ? contractor's license NO 4c. Temporary Services or Feeders Contractor's Board Reg. No..:';-7A1—y—,' Installation,alteration,or relocation Sigriature of Su r. Elec'nJ�CF- 200 amps or less --- — 1 $50.00 201 amps to 400 ams l License No S Phone `Jo• 401 amps to 000 amps $75.00 -- 2 _ . Over 600 amps to 1000 volts $10000 --- f 2b. For owner installations: see•'h"above 4d. Branch Circuits Print Owner's Name _— _ _ New,alteration or extension per pane AJdress _ _ a)the fee for branch circuits w1fh Zip__ purchase of service or feeder fee. City StatC' �07�J Each branch circuit g/ s5 00 I 'lone No. __ b)1 he fee for branch circuits without �— The installation is being made on property I own which is purchase of service or feeder fee. 2 First branch circuit $3500 2 not intended for sale, lease or rent. Each addltional branch circuit $500 —— Owner's Signature_` _ 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if mquired): Each pump or irrigation clmle -- $4000 2 Each sign or outline I'ghting _. 340 00 Signal circult(s)or a limited energy Please check appropriate item and tinter fee In section 5B. panel•alteration or extension $4000 �l 4 or more residential units in one siructure Minor Labels(10) $10000 _ Service and feeder 225 amps of more System over 600 volts nominal 4f.Each additional inspection over Classified area or structure contdmatg special occupancy the allowable in any of the above as described in N.E C Chapter 5 Per inspection $3500Per how $5500 In Plant —-- $5500 Submit 2 sets of plans with application where any of the above apply. Not required for temporary condiruction services. 5, Fees: NOIh.E 5a. Enter total of above fees $ L4�s 5% Surcharge (05 X total fees) $ PERMITS BECOME VOID IF WORK011 CONSTRUCTION Subtotal $ i AUTHORIZED IS NOT COMMENCED 1"(THIN 180 DAYS, Of' 5b. Enter 25�;of line A for . IF CONSTRUCTION OR WORK IS 3U&'ENDED OR ABANDONED FOR Plan Review If required (Sec.3) $ A PERIOD OF 1817- DAYS AT ANY 71 It AFTER WORK IS Subtotal COMMENCED. F1_1 Trust Account # Balance Due $ $� t CITY OF TIGARD November 17, 1995 OREGON Selig/Lee/Rueda � 2.13 SW Ash #2.01 Portland, OR 97204 Re : DURHAM SCHOOL "SITE" 8048 SW Shaffer Lane PC10-7C SIT95-0036 The plans and specifications have been reviewed for conformity to applicable codes . Please submit three (3) sets of revised plans and specifications incorporating the follo,.,ring requirements : Provide two additional erosion control plans. Fill placed on property which is to sur-^rt the foundation of any building shall be placed in accordance with accepted engineering practice. Submit a soils investigation report and a report from an approved testing agency of satisfactory placement of fill (Section 2903 , and City Ordinance 42241 . Provide a utility plan showing the location, size, type, and 1 slope of piping for sanitary sewer, storm sewer: and catch basins, and potable water. A. Sizing of all storm drain piping shall be determined by '.TrSC Table 14-2 . If ,3n engineered system is to he used in lieu of Table 14-2, cwo sets of stamped plans and the hydrodynamic calculation must be submitted for review approval . B. Roof storm drainage piping must be connected to an approved storm drainage system (Section 3207 and 2905 (f) and OPSC Section 14011 . The installation of piping from the City vault and the backflow device shall be done by a licensed plumber . Installation, inspection, and a test shall be in accordance with NFPA 13 . 5 Provide a true copy of the easement or license agreement permitting the continued use of the existing gravel road, on Unifies'. 14-Overage Agency property, for fire apparatus access . Pl- l -� 1 � zle4 41 13125 SW Hall Blvd., Tigard, OR 9722,,E (503) 639-4171 TDD (503) 684-2772 - 4W t f t5P 41ta cJ ;i I i. ':Ohf A'h�NIMMQILJMMt!HW.1hM!r�M•rSr.r r:y.; ...... i' O . 1 Selig/Lee/Rueda November 17, 1995 pg. 2 �6) Provide a complete detailed plan of the accessible parking ff stalls, aisles, s:.gnage, the accessible route to curb ramps k 0 with detectable warnings in accordance with. OSSC, Section � 3103 (b) 3 , and the accessible roves tc, public ways . If you wish to discuss any of thes- items, please give me a call . Since*•Aly, G' James Funk_ Plans Examiner sit95-0036\pc10-7c i I I I I ...•., r .. ... ..5-='rr..Yfi.r I�YIWI -:..r .....-. .. ..—WWIiMW:J.:i:'.: e..Cz..:..1 .-....w..... .... -' , ..... ........... OCT-0?-0300 00:25 P POM T I ;D-f5ZiT-I N 8CH DIST TO 9686825 P.03 s 2NPft.rh �i rs �_ _ I j � Data NOVEMER 1, 1995 CITY OF TIG ARD OREGON $ptl�S�drl InMpecitotaz �--`'� U This form Child bo signod Ery the C*mer, Englrmer or Amh$sd of ne=M AM r'et4nsed 10 the 8.a'fiq Division prior Do Ispiance of the pemlll. F'tttus hots that a separate r"ural special Ir Avotion term may be required. ArOJOA Addrm; 6046 SW SHAFFER LANG TIGARD PmWA Nwo.DURHAM ELEMENTARY Amtdteat of Fsecoeq (Ft1m): SELIG/LEE/RUEDA Phone: 224-0173 Rnaineer of Roabrd W"): G(tTCHALL & ASSOCIATES Pharos 659-5913 Sats Ertylnew: SCOTT MILLS, P.E. ftm' GEO ENGINEERS insane: 624-9274 1-01t: N/A M: N/A Tie tallpwrrtip staAdet sltspealtMs lrsltlt be performed accorctfrtg to th9 State 004ing t,O to and my of Tigud s Munk"rmi Looe ;hapter 14.015.010- 14.06.040: Erginsered CradiaW (>5,0W cubic yw0) - U.B.C. 7'014 r Rogt W Gmdtnp-U.R.C.7014 Compa(Abn Reports (p"ir ASTM rwdards liat+ed M U.B.C.7002) Twtting Aosvicy-- CAPISON TESTING Phone; :84-3460 othw r& The ow lwnby to y the aba" aollrs wVinmor far tNg above-noted spttdal Inspec kens. 1 %gnalure of Ctwner Print Name RM HUDSON W. 684-2235 F-,rm TIGARD-TUALATIN SCHOOL DISTRICT jiste NOVEMBER 1, 19Q 13125 SW HW Blvd. Tlgcrd. OR 97>.23 (5(X1) 639-4171 TDD (b03) 664-2M ..�.....-.•- �� cc: 0053IT�. !*Uh 1.39 FILE 4.3 0 2_y+1 U . o f- we"-be r l�•r/-_ j1'/.J / 1 JJc.r ,�/ G, cif' ell, /'vI v v ��+.✓ —�. 00 TOTAL P-03 1 r 00 0/ r.r/ i4 ►hC ' r / I !F DURHAM - ADDENDA NO. 2 20 OCT013UR 1995 • SELIG/LEE/RUEDA ARCHITECTS AND PLANNERS 213 S.W. ASH, SUITE 201 PORTLAND, OR 97204 J�1� A (503)224-0173 ADDITIONS J C� AT DURHAM ELEMENTARY SCHOOL A FOR TIGARD-TUALATIN SCHOOL DISTRICT 23J jul cm This Addenda to the Contract Docun.-,nts is issued to clarify and correct the Drawings and Specifications. This document is hereby made a part of the Contract Documents to the same extent as though it were originally included therein. r Acknowledge receipt hereof by inserting the vbove Arldenda number in the space provided in the Proposal Font priol to submitting; nirJ. Failure to do so may subject bidder to disqualification. ?.A. SPECIFICATI_� IQNS 2A- 1 SECTION 01015 - SPECIAL CONDITIONS Add: 1.5 SITE ACCESS The PGE property located to the South and East of the school site(at South end of existing gravel road), may be used by the contractor for rtaging and for access to the South side of f♦ 9! existing building. Existing chain link fencing may be temporarily removed and replaced at { project completion. Verify approval to remove existing trees on PGE property with school district's project manager. f 2A- 2 SECTION 08700 - DOOR AND HARDWARE SCHEDULE At Door D28B, under Size delete: "8/00/8" insert '8/0x8!0". I 2A-3 SEC r ION 09660 -RESILIENT FLOORING -2.6 -MATERIALS ` Add: 'NNn Shy FORBO Traction Step- Slip Resistant Sheet Vinyl. Install per manufacturer's instructions for damp and cold (to -5 degrees F)conditions. 2A-4 SECTION 10200 - METAL LOUVERS- 2.0 PRODUCTS 2.1 MANUFACTURER Delete: 'FJNA" Insert- "FKLA" a, 2A-5 SECTION 10250 - BICYCLE RACKS -2.1 BICYCLE RACKS At first line delete: "1 Units' insert "6 Units.' 2A-6 SECTION 10800 -TOILET R00111 ACCESSORIES-2.6 SANITARY NAPKIN DISPENSER Add: "location -one in each Girl's and Women's Toilet Rooms." PAGE 1 �^ I L S I ryt�11 p 70, r VY DURHAM -ADDENDA NO. 2-20 OCTOBER 1995 2A-7 SECTION 12300 -CABINETS-2.1 MATERIALS Deleto-the following items: a. fQ am Pod: yV b. Under ardware delete: M 1. Item "10)" 2. Item "14)" c. Tote Trays: d. Electric Cook Toa_ �, Rtl♦ t 2A-8 SECTION 14400-MIF.ELCHAIR LIFT 2.1 WHEELCHAIR LIFT Add sentence: "Provide all Hardw ire, Locks Switches and Closers for Door QA at Upper Landing.' 3.1 INSTALLATION Add sentence: ". istal:ation to comply with all applicable codes." 2A-9 SECTION 15170 - MOTORS-2.4 SINGLE PHASE MOTORS Change single phase to poly-phase. 2A-10 SECTION 153.40 - PLUMBING FIXTURES -2.5 PLUMBING FIXTURES a. At L-1 Lavatory delete the following: 'American Standard 0355.012". b. Add the following: "Kohler Kingston K-2005". 2A-11 SECTION 15545 -CHEMICAL WATER'IREATNIENT i 1.3 SYSTEM DESCRIPTION a. Delete Performance, Hardness, Iron, Total Dissolved Solids, Silica, and pH requirements. h. Add "General: Complete system for HVAC piping system, including chemicals for operating system during startup and for 90 day period after acceptance." f 1 c. Add "Heating Water: Corrosion inhibitor to control pH and prevent formation of iron oxides. Buflercd nitrite corrosion inhibitor product with maximum concentration in the system not to exceed 750 ppm." i I 2.1 MANUFA('TIJRERS a. Delete all presently indicated. b. Add: Chemax. Chemco, Mt. Hood Chemical Corp., Chemcoa. 2A-12 SECTION 15853 -POWER VENTILATORS-2.1 MANUFACTURERS Add: Csrnes. 2A-13 SECTION 1:5854- CENTRAL-STATION AIR HANDLING UNITS-2.3 CABINET Add: "Materials: Formed and reinforced double wall galvanized steel panels in a channel frame. Interior wall shall be 2 inches thick of 18 gauge perforated plate galvanized steel, fabricated to allow removal for access to internal parts..." i PAGE 2 ' ' ,�� . �3 ,,� �w�� '�l`�.��� �,�� ,� ��• mow. N Yw DURHAM -ADDENDA NO. 2- 20 OCTOBER 1995 ° ' 2A-14 SECTION 16170-MANUAL MOTOR STARTERS,DISCONNECTS, AND OVERCURRENT PROTECTION -2.2 MAGNETIC MOTOR STARTERS Change first sentence to read: 'Magnetic motor starters will be furnished by others and installed under this Division of Work." - 2A-15 SECTION 16500-LIGHTING FIXTURES-2.8 FIXTURE SCIIEDULE a. At Type delete paragrap'-and i,-tsert: *Recessed 10 inch round fixture with one(1) w 26 watt F26PLT lamp. Flat Fresnel lens, low gloss white trim finish. Kirlin, or approved. Fixture appearance shall match existing." b. At Type 7' insert tie following sentence: "Fixture appearance shall match existing.' c. At Type 'N' insert the following sentence: 'Optics shall be factory rotated 180 degrees to accomplish upligh'il,r component only.' d. At Type 'O' insert the follo,.,ing sentence: 'Fixtures installed in existing Multi- Purpose E38 shall use one(1) '50 watt, par 38, quartz spot lamp instead of a flood lamp." e. At Type 'O' delete paragraph and insert: "Same as Type 'O' except four foot track with one(1) 150 watt, par 38, quartz spot lamp. f. At Type 'X' insert the fullowing sentence: "Fixture appearance shall match existing." 2A-16 SECTION 16721 - FIRE ALARM SYSTEM a. 1.6 SYSTEM DESCRIPTION Change last sentence to read: "Acceptable manufacturers for Alternate. Number 4: Simplex Time Recorder Co.. Faraday, Gamewell, Fire Control Instruments(FCI). 1 b. 2.9 FIRE ALARM BELLS REVISE TO READ "FIRE ALARM AUDIO/VISI IAL DEVICE" Delete first two paragraphs and insert: "Visual devices shall be Simplex type 4904-910.5 and audible devices shall be Simplex 2901-9840. The horns shall be polarized and shall Jbe operated by 24 VDC. Each audio device assembly shall include separate wire leads for in/out wiring for each leg of the associated signal circuit. T-tapping of signal device conductors to signal circuit conductors shall NOT be accepted. Finished shall be baked- i on red enamel paint arut be U.L. listed for fire alarm use. Audio devices shall be i suitable for surface or semi-flush mounting and be suitable for use within combination audio/visual units. c. 3.1 INSTALLATION If Insen the following sentences: 'Replace existing fire a!arm bells v,ith audio/visual device as specified herein." "Provide separate signal circuits fo audio and visual devices." "Return all unused fire alarm equirment to the Owner.' �q{ ;fC( I PAGE 3 .4 f . � ... . _. -•,•"...,�a.eawyuvrs,,pnnvawrwmgat»,x�sk Nq'�MMNMbIgc14n01r a � y"fm ' Tx tri • t4 t J. . Ir � 0 DURHAM -ADDENDA NO. 2 -20 OCTOBER 1995 ZU ]DRAWINGS 2B- 1 SHEET LI ( • Drawing 48/1.1 Site Plan a. Delete New trash enclosure and conc. pad by gravel apron as shown on attached drawing AD2.3. b. Install New 4" conc. pad and 5 (five)bike racks around outside of curved walk at North A East comer of parking lot as shown on attached drawing AD2.3. c. Delete verbage for Note No. "6'. Insert: 'Exist. conc. dumpster pad to remain. j Install New 6' chain link fence with sight obscuring slats around three sides of the J perimeter of the pad. Install two leaf chain link gate with sight obscuring slats on side open to parking lot." 2B- 2 SHEET 1.3 GRADING Add Plantine Plan: At Detail 48/1.3 Delete "Extended Dry Detention Pond" shown at Southwest corner of site and replace with - 'Water Quality Swale" as shown on Addenda Drawing AD2.1 attached. 2B- 3 SHEET 1.4 SITE PLAN EXDD Add Swale Man: At Demil 48/1.3 Delete "Extended Dry Detention Pond" shown a., Southwest corner of site and replact with "Water Quality Swale" as shown on Addenda Drawing AD2.l attached. t 2B-4 SHEET 2.2 a. Drawing 66!2.2 In Room "Conf. All" add elevation key pointing to the left wall keying to "56/12.1." b. Drawing 54/2.2 / Floor Plan - Area 'A' Along Grid 'C' to either side of Grid 'S', insert 4'-0"x3'-2' Relite 1'-3' off of Grid 'S'. (Between Rooms A4 & A8 and A3& A9). 2B-5 SHEET 2.3 i Drawing 35/2.3 a. Change names of"Conf B8" and "Conf. B9" to 'CLRM.BB" and 'CLRM.B9." b. Drawing 35/2.3 Floor Plan - Area 'B' Along Grid '3' to either side of Grid 'G', insert 4'-0"x3'-2" Relite located 1'-3' off of Grid 'G'. (Br een Rooms B3 & B9 and B4& B8). 2B-6 S11EET 2.4 Drawing 45/2.3 A( J Floor Plan -Area 'C' 1 At Room E38 Multi-Purpose South of Grid '13' and East of tOri 'C' elete Note 'Saw-cup At Remove exist. Conc. slab.., etc." And associated 12"al l'-0' drawvi(tg of cut. Existing floor will not be disturbed, PAGE 4 yyyp DURHAM -ADDENDA NO. 2 20 OCTOBER 1995 213-7 SHEET 4.1 a. Drawing 1/4.1 Roof Plan Southwest of the intersection of Grids 7 &dele.t�bubble keying detail `24!4.2', insect '44!4.2'. b. South of Grid '6' between Grids 'F' and 'N' delete bubble keying detail '24/4.2", insert "44/4.2". 213- 8 SHEET 4.2 ' i Detail 44/4.2 Delete Title 'Scupper at Exist./New Roof. Insert 'Exist. To New Transition'. ` i i 213-9 SHEET 10.1 a. Drawing F3/10.1 Classrooms A3 and B3 (A4 and B4 Sim. Opp. Hand). Delete View '#' insert view '3'. As shown on attached drawing AD2.4. b. Drawing 85/10.1 Classrooms A8 and A9 or B8 and B9. I/ Delete View 'I'. Insert View 'I'. As shown on Pttached drawing AD2.4. i. t 213-10 SHEET 12.1 y a. Add Detail 56/12.1 on attached sheet AD2.2. Insert,just to the right of 55/12.1. �. At Drawing 81/12.1 Cabinet A4, B4 and D8 (A3, B3 arJ D7 opp.) Delete Drawing and insert Drawing 81/12.1 on attached sheet AD2.5. 213-11 SHEET 13.3 Drawing 3/13.3 Food Serving Electrical/Refrigeration Plan. South of Grid 'l3' in front of serving counter, delete item EI I including any raceways or wiring to it under the existing; multi-purpose room floor. Racewsys North of Grid 1131 to remain as noted. j 2B-12 SHEET 15.2 - FLOOR PLAN - AREA 'A' - PI,UhfBING At partial floor plan 86/15.2: a. Add 2-inch FDA in Girls Toilet Room Al2, see architectural drawings for exact location. b. Add trap primer valve and access door below lavatory in Girls Toilet Rootr 412, `,✓ coordinate exact location with architectural drawings. c. Plum 2-inch waste and 1-1/2-inch vent lines from floor drain emd connect to utility services shown. d. Provide trap primer line connection from cold water header serving lavatories knd connect to floor drain. 2B-13 SHEET 15.3 -FLOOR PLAN - AREA 'B' PLUNIBING A►partial floor plan 86/15.3: a. Add 2 inch FDA in Girls Toilet Room B12, see architectural drawings for exact location. b. Add trap primer valve and access door below lavatory in Girls Toilet Room B12, coordinate exact location with architectural drawings. c. Plumb 2-inch waste and 1-1/2-inch vent lines from floor dr^i,^,;,id connect to utility services shown. PAGE 5 i DURHAM -ADDENDA NO. 2-20 OCTOBER 1995 213-14 SHEET 15.4 FLOOR PLAN- AREA V -PLUMBING At floor plan 55/15.4: j At connection of 2-inch cold water and 1-1/4-inch medium pressure gas to existing services adjacent to Lift C2, delete keyed sheet note number 3, and add the following in lieu thereon 'Removed exi ting pipe cap and connect to existing. Extend new services as shown.' f 2B-15 SHEET 15.5 - FLOOR PLAN -AREA 'D' -PLUMBING At floor plan 85/15.5: a. Add 2-inch FD-1 in Girls Toilet Room D10, see architectural drawings for exact location. b. Add trap primer valve and access door below lavatory in Girls Toilet Room D10, coordinate exact location with architectural drawings. ! c. Plumb 2-inch waste and 1-1/2-inch vent lines from floor drain and connect to utility i services shown. 213-16 SHEET 15.5 - FLOOR PLAN - AREA V - PLUMBING At floor plan 85/15.5: a. Add 2-inch FD-I in Girls Toilet Room D26, see architectural drawings for exact location. b. Add trap primer valve and access door below lavatory in Girls Toilet Room D2.6, lil coordinate exact location with architectural drawings. c. Plumb 2-inch waste and 1-1/2-inch vent lines from floor drain and connect to utility services shown. 2B-17 SHEET 15,5 - FLOOR PLAN - AREA 'D' - PLUMBING At floor Plan 0/15.5: a. Add 1/2-inch not and 3/4-inch cold water pipe sizes to the suvice drops serving the lavatories in Girls Toilet D10. b. Add keyed sheet note number 2 to the hot and cold water service drops serving the lavatories in Girls Toilet 1310. 2B-18 SHEET 15.6 - PARTIAL PLAN - PLUMBING At kitchen - Area 'C' - Plumbing 85115.6: a. Add GT-' grease trap J.R. Smith Series 8120 to serve O.F.C.I. -,oak sink, food service item number 16. Coordinate exact location and requirements in the field for floor set of fully recessed installation w;th O.F.C.1. eq•:ipment. Plumb 3-inch waste and 2-inch vent lines from grease trap and connect to utility services shown. b. Add detail number X6/15.7 to keyed note number 5. 213-19 SHEET 15.10 - FLOOR PLAN - AREA 'D' -HVAC ✓ . At Classroom D6: Add 8-inch x 18-inch dimension to duct running parallel to exterior wall. b. At Hall D21: Combine the 12-inch x 10-inch duct. Move 12 x 12, CS-1 diffuser Gast / approximately 3 feet so it does not interfere with the set of double doors. Extend 12- inch x duct to serve 10x10, CS-I shown in passage D32. c. Hall D15: Change the diffuser shown adjacent to Column L from a two-way blow to a one- way blow. Blow to be to the east. J. Classroom D 14: Add acoustical insulation to interior of 36-inch x 16-inch return air duct completely bacl: to the return air plenum in Mechanical Room 'D'. 2B-20 SHEET 15.16 - CONTROLS - DETAIL^16/15.16 Add to Note 3 "nnd TU-610" after TU-510. PAGE 6 r DURHAM - ADDENDA NO. 2 -20 OCTOBER 1995 2B-21 SHEET 16.0 -SYMBOL SCHEDULE, ABBREVIATIONS AND NOTES At fire alarm bell symbol delete paragraph and insert: "Audible device as specified'. 2B-22 SHEET 16.5 - FLOOR PLAN - AREA 'C' POWER AND SIGNAL a. South of Grid A3' sed East of Grid 'K' Delete all outlets, conduit and wiring going South into E38 multi-purpose as shown on attached AD2.6. b. Add Data Outlet North of Grid '13' in Cl 1 Kitchen as shown on attached AD2.6. 2B-23 SHEET 16.7 -FLOOR PLAN-AREA 'D' POWER AND SIGNAL Connect each two(2)gymnasium computer data outlets with one(1)3/4 inch conduit and stub- out of Storage D28 ceiling space. 2B-24 SHEET 16.8 - MECHANICAL ROOM LIGHTING, POWER AND SIGNAL FLOOR PLANS a. At Mechanical Room(MA, MB, Typica:): Mechanical Room MA duct detectors shall be connected to Zone 23. Mechanical Room NIB duct detectors shall be connected to Zone 24. b. At Mechanical Room (MC): Duct detectors shall he connected to Zone 25. c. At Mechanical Room (MD): Duct detectors shall be connected to Zone 26. 28-25 SHEET 16.9 - EXISTING )AGHTING, POWER AND SIGNAL FLOOR PLAN a. install Alternate Number d printer in office E17. b. In area or E 15 IMC bordered by Grids '5' and 7 and 'E' and 'F'. Arid four(4) new Data Outlets as shown on attached sheet AD/2.7. 2B-26 SHEET 16.10 - MECHANICAL ROOM 201 AND ONE LINE POWER RISER DIAGRAM a. At Mechanical Room 201 Power Plan: Extend and Connect complete existing boiler co►trol wiring to HWP-1 rind HWP-2. Coordinate connection requirements with mechanical contractor. b. Duct detectors shall be connected to zone 26. I I 213-27 SHEET 16.12 - MECHANICAL EQUIPMENT SCHEDULES At Remarks, add the following to all Air Supply Units(ASU-), Exhaust Fans(REF-), Unit I, Heaters(UH-), and Return Fans (RF-): Provide motor connection., mount and connect magnetic motor starters furnished by Division 15. i G PAGE 7 s DUEHAM - ADDENDA NO. 2 -20 OCTOBER 1995 jC-_SL!BaIjUTIQNS 2C- 1 SECTION 05800 -SEISMIC CONTROL-2.1 MATERIAL � Interior Ceiling Seisrnic.joint System; Substitutions Accepted: Michael Riva Co. Inc. - 1S-2. ! 2C-2 SECTION 07115 -WATERPROOF DECK M[ENIBRANE -2.1 MATERIALS 1 Substitutions Accepted: Sonoguard Waterproof Coating by Souneborn Bep. Products. I Vulkem- 350/351 by Mamecu International Inc. 2C- 3 SECTION 07250 SPRAYED FIREPROOFING -2.1 MATERIALS L ri'l' s' Substitutions Accepted: I Sulatek lnterr:ational -Cafco Blaze Shield 11. 2C-4 SECTION 09220 - STUCCO -2.0 PRODUCTS t. 2.1 MATERIALS I' Pluste_r Abl�dpd-s- Finish Coat Substitutions accepted: R-Wall Fine Finish, by STO Industries. I Stolit 1.0 Finish, by STO Industries. 2C-5 SECTION 09300 - CERAMIC TILE -2.2 MANUFACTURES 2.2 MANUFACTURERS Substitutions Accepted: Lone Star Ceramics Co. 2C-6 SECTION 09960-WOOD FLOOR - 1.2 GENERAL anuft:cturer: Substitutions Accepted: { Action Floor Systems-Actionthrust 1. Superior Fioor Company, Inc. - Super-Aire I1. 2C 7 SECT ION 09965 -TACKB UARD -2.1 TACKBOARD (VTB) 1 Substitutions Accepted: Nelson Adam- Vinyl rack Board-Koro.eal-Belair. ' 2C- 8 SECS ION 10100 -DRY MARKER Bo iRD-2.1 CHALKBOARD & DRY MARKER BOARD l Porce;,..gry (1�rk Bd r oyr (NIB): it �- u Substitution Accepted: Nelson Adams - 200 Series ;Harker Boards. PAGE 8 `IV �y�r, ;d, V. PP � .. _'.?y •. _ 7.e 7n w! DURHAAI - ADDENDA NO. 2 -20 OCTOBER 1995 2C-9 SECTION 10162 -TOILET PARTITIONS -2.1 MATERIAL Substitution Accepted: Flush Mewl Partition Corp. • 'Flushlite". • 2C-10 SECTION 10800 - TOILET ROOM ACCESSORIES 2.1 MOP& BROOM HOLDERS Substitution Accepted: McKinney/Essex - Mode! 233. 2.2 FRAMED MIRROR Substitution Accepted: McKinney/Essex - Model !90. 2.3 GRAB BARS Substitution Acc•pted: McKinney'Essex - Model 9505 1 1/2" O.D. 2.4 NAPKINS DISPOSAL Substitution Accepted: McKinney/Essex - Model 626. 2.6 SANITARY NAPKINS DISPENSER (SND) Substitution Accepted: McKinney/Essex - Model 875. 2C-11 SECTION 11400- FOOD SERVICE EQUIPMENT-2.9 EQU1PIMiENT LIST AND DESCRIPTION Item 2 - WALK-1N COLD STORAGE ROOMS Substitutions Accepted• Ka!t - Note: Match Design & Specifications. Elliott-Williams- Note: Matching finishes per specifications. Item 9 - DISHWASHER VAPOR HOOD Substitutions Acceptec:. Kalber-!r Mfg. - Note: Match Design & Specifications. 1 Halton Company Accrovent Condensate Hood, Mode! CH-36 3'-0"L. Note: Match Gaylord Specifications, Design and Mechanical exactly. 4 Item 8 - SERVING Cert INTER Substitutions A^c" Modular Ser -rvolift Eastern. lea. 500-3. Vote: Inch eminate as selected by Architect at fronts and ends of each counter- hout Ap ins) *KEC is to include a S.S. fabricated (16 ga.) whll cap (h, w opening - Channel Design 6' x wall width x 6' x fi4a! length. i Item 19- HOI f�_ ,u SNIT Modular 'erv.ng Co ' rs' Servolift Eastern. I ea. 501-3. Note: Include Custon, astic Laminate as selected by Architect at fronts and ends of each counter-full height panelf Without Aprons) *KEC is to include a S.S. fabricated (16 ga.) M. wa;l cb; the full length of , indow opening -Channel Design 6" x wail v,idth x 6" x final length. PAGE 9 ,e` y�r DURHAM -ADDENDA NO. 2-20 OCTOBER 1995 • Item 20-CANOPY FOOD WITH FIRE PROTECTION SYSTEM Substitutions Accepted: AVTEC-Note: March Design& Specifications. Halton Accrovent Hood Model EO-59 6'-0 Note: Match Gaylord Specifications, Design and Mechanical exactly. Item 24 -WORK TABLE Substitutions Accepted: Universal Stainless, fabricated as per Specification. I:em 29-VEGETABLE PREP TABLE Substitutions Accepted: Universal Stainless, fabricated as per Specification. 2C-12 SECTION 14400 - WHEELCHAIR LIFT-2.0 PRODUCTS 2.1 WHEELCHAIR LIFT Substitution Accepted: National Wheel-O-Valor Model CDE. 2C-13 SECTION 15400 - PLUMBING FIXTURc.SUPPORTS Under "Chair Carriers. eav � D lNL". Substitution Accepted: Watts/Ancon. 2C-14 SECTION 15440 - PLUMBING FIXTURES -2.5 PLUMBING FIA"FURES a. Under "Pipy Covm:" Substitution AcL r-ltt d: Truebro Handi-L,:v Guard. b. Under "DF-1 Drinking Fountain:" Substitution Accepted: Elkay. c. Under "FDA Floor Drain:" Substitution Accepted: Watts/Ancon. d. Under"FD-2 Floor Drain:" Substitution Accepted: Watts/Ancon. e. Under M- Flour$ink•" Substitution Accepted: Watts/Ancon. f. Under "RD-1 Roof Drain:,, Substitution Accepted: Watts/Ancon. g. Under"ORD-1 Overflow Ra D ink Substitution AccepteJ: Watts/Ancon. h. Under"FCO Floor Cleanout:" Substitution Accepted: Watts/Ancon. i. Under "WCO Wjill Cleanout:" Substitution AcLepted: Watts/Ancon. PACE 10 DURHAM -ADDENDA NO. 2-20 OCTOBER 1995 j. Under"CTG CI anou -To-Grade:" S1!ba:i!1ition Accepted: Watts/Ancon. k. Under"Exponsinr,Joint:" Substitution Accepted: Watts/Ancon. t. Under "W71-1 Lyell Hymen.{ Substitution Accepted: Watts/Ancon. 2C-15 SECTION 15620-FUEL FIRED HEATERS-2.1 APPROVED MANUFACTURERS Substitutions Accepted: Sterling. Absolute Aire. I . 2C-16 SECTION 15670 - CONDL•NSV4'u UNITS-2.1 APPROVED MANUFACTURERS Substitution Accepted: Technical Systems Incorporated. I 2C-17 SECTION 15835 -UNIT HEATERS -2.1 APPROVED MANUFACTURERS Substitutions Accepted- KHD - Cabinet Unit Heaters. Modine - Unit Heaters. 2C-I9 SECTION 15853 - POWER VENTILATORS-2.1 APPROVED MANUFACTURERS y S,ibstitution Accepted: 1L(J. 2C-19 SECTION 15854- CENTRAL STATION AIR HANDLING UNITS-2.1 APPROVED htANUFACTURERS Substitutions Accepted: Tremtrol Inc, LaSalle, Gaylord Industries. 2C-20 SECTION 15933 - AIR TERMINALS-2.1 APPROVrT) MANUFACTURERS Substitutions Accepted: Pottorf Company. Redd-i. 2C-21 SECTION 1650 -LIGHTING FIXTURES-2.8 FIXTURE SCHEDULE a. Under TYPE '::' Substitution Accepted: Prescolite. b. Under TYPE 'D' Acceptable Manufacturer: Hubbell. c. Under TYPE 'F' Acceptable Manufacturer: Hubbell. PAGE 11 yttkl r, {)T'+!• �'�1t RR6'✓1iiC8'J]M74LN\.9MtflM1�b1�aIIRSN..::'17.1r9.a ...i7: r. ... � .!:.... ,A h .1 1 } .C.6'.6. �1.' {C4M.�LS3+yf �� t{ .`t -• rt 1 1 1;, ;T 1 1,y�r ky,y la�'kC:`N F t tti��•,_� S�� S'`� . .. YtMy3JMfA'}H7hTltw evvw.,...,.. _.-. .. .. y �,�4J wi"ul� 1•"� _•t I IR��n:.: DURHAM -ADDENDA NO. 2 -20 OCTOBER 1995 s d. Under 7 YPE 'K' Acceptable Manufacti rers: Lithonia. Prescolite. e. Under Type 'L' Acceptable Manufacturer: Hubbell f. Under Type 'O' Acceptable Manufacturers Indy. ; 1 Lithonia. Prescolite. g. Under'TYPF. 'OI' Acceptable Manufacturers: Indy. Lithonia. PrPscolile. b. Under Type 'X' Acceptable Manufacturer: Chloride. 2C-22 SECTION 16222 - PACKAGED ENGINE GENERATOR SYSTEM -2.1 11IANUFACTURERS a. Acceptable Manufacturer: Kalolight Corporation. 21? ALTERNATE PROPQSALS INVITED Alternate Proposals are invited to be submitted as per Article 6 of the INS7RUCTIONS TO BIDDERS. DO NOT SUBMIT TO GENERAL CONTRACTORS. 213- 1 Carpet Alternate Proposal invited: Patcraft, Dimension Carpets. } END OF ADDENDUM NTNIBER TWO (2) PAGE 12 Ilk ..,,..w,,•,�e-J1°l�a'Msa�fl!�°ai�"A'M!!A�,WI�' Hs.,wn•, _ ........ _,,, ,._._.. _. .. . . ���•irn t°=•,{�, ;z DURHAM ELEMENTARY SCHOOL-OFFICIAL PROPOSAL FORM ' g 26 OCTOBER 1"S I Board of Directors Tigard•Tualstin School District No. 231 f 13137 S.W. Pacific Highway Tigard, Oregon 37223 f j Having carefully ea unined the Invitation to Bid, Instructions to Bidders, General Conditions of the r;,ntract, Supplementary General Conditions, Specifications and Drawings for the ADDITIONS AT DURHAM ELEMENTARY SCHOOL as prepared by Selig/Lee/Rueds Architects and Planners, as vmll as the premises and ro-Jitions atTecting the work, the undersigned proposes to furnish all plant, labor and material called for by the documents for the bid as listed below: BASIC BID . . . . . . . . . . . . . . . . . . . . $ DOLLARS i Note: Where bid is not submitted on any part of the total proiect, write the words "NO BID' in the space provided. i In addition to the Basic Bid indicated above, the undf-rsigned proposes to furnish all labor and material and perform all work relating to the following Mtemates, as more fully described in Division C, Description of Bid Items. ALTERNATE NO. I -ADD COVERED PLAY . . . . . . . . . . . . . . . . . ADD S DOLLARS Note: Where bid is not submitted on any part of the total project, write the words 'NO BID' in the space provided. ALTERNATE NO. 2 - ADD COVERED WALK. . . . . . . . . . . . . . . . . ADD S DOLLARS •Note: Whem bid is not submitted on any part of the total project, write the words 'NO BID' in the space provided. D-1 It'�y! tlt. i k«^�MMFM►th�' :rNnMuv...,„.u,..;.«.,. >., ,. i :. l DURHAM ELEhIENTARY SCHOOL-OFFICIAL PROPOSAL FORM { ALTERNATE NO.3-ADD COMMUNICATION RACEWAY. . . . . . . . . . . . . ADD$ i DOLLARS i Note: Nklerc bid is not submitted on any part of the total project, write the words 'NO BID' !' in the space provided. ! ALTERNATE NO. 4-ADD ADDRESSABLE F.A. SYSTEM. . . . . . . . . . . . ADDS� DOLLARS Note: Where bid is not submitted on any part of the ketal project, write the words 'NO BID' in the space provided. UNTT PRICES Unit prices quoted shall be the sum total compensation payable or creditable for such items of work and shall include overhead and profit and other clarges required for the work. UNIT PRICE NO, I Coat per sheet 4' x 9' plywood sheathing required to replace damaged or 'dry rotted' will sheathing on existing exterior wrdis(Wall Type 155)where existing spaced wood siding will be removed and stucco added. . . . . . . . . . . . . . . . . .Add/Per Sheet$ The undersigned agrees thus the Owner may exercise any ok all of the Alternates at any time within Sixty(60) Days after the award of the Contract. STARTING I 1 AND TIME OF COMPLETION: The undersigned agrees, if awarded a Contract, he will start construcf;ion hi thin five(5)calendar i days after receipt of Notice to Proceed and will complete the work wtt:win the time required by Article I1 of the Instructions to 9idders. .I ._ I Liquidated Damages arc in accord with Article I 1 of Instruction to Bidders. Receipt is hereby acknowledged for Addendum Numbers_— (List all Numbers) I . The undersigned agrees, if awarded the Contract, he will comply with all requirements of ORS 279.350 pertaining to the Prevailing Rates of Wage. In acco.dance with ORS 275.^19 the undersigned is a: I A ( )Resident Bidder O Non-Resident Bidder D-2 I F' P AAK o.n�au';a1���rA.MN�,ENfnx9�wwr«<».w..:,.. ,. _........,.....,. .K.......,.,....... „. .. •. DURHAM ELEMENTARY SCHOOL•OFFICIAL PROPOSAL FORM Name of Individual Busiu a Owner, Siatature of Owner, Partner, or Coiporrte Official PartaersWp or Corporation: Adyirms: Telephone_,._ Office or Title of Official Signing for Corporation: (SEAL) If Corporation Attest: I•, (Secretary of Corporation) }' ti II. (State in which Incorporated) ---- Required attachment- Bid Security END OF PROPOSAL,VOPJ. I D-3 ,t' f 3 Y iiRYFY9LL .:.�. It 4W..n� ... .::.. ...... ....��. ..._. .. .., � � I I{I I% t. ti m .'BOVE COUNTER TOP , w PLAS. LAM. TOP 3 NOUN 72T0P 2 A FLAB. LAM. CAB. INTERIOR rel l I AS. LAM. --- - ADJUST. 844ELVES RUBBER MASE 56 CABINET All AND B11 111 1i4'• 11-06 ADDITITIONS AT DURHAM ELBM. SGHOQL 942 A022 CABINET DETAIL AD20 ° a SELIG`LEE/RUEDA 1G'�/18/9g b, _ • wows ar ■ w � � • « f� ■ w • ■ ,.):S.Sfd.l� .. '+t:_n...�. .. .... .. . .. ,...._- ...-...w,w w�oaa�waw•r _. 01, I EXIST:_ { I WALK ' I I ■ 1 T -EXI F+4 I NEW 4' 'CONC. P Wi 6 ME RACKS 63 I 1 - e R i I CELEYN NEW DLIMPATRR AREA AND WALK TO COVERED PLAY - ---UTILITY EASEMENT L O FH I i PARTIAL SE PLAN D2 I` • 3m'-m' ADDITITIONS AT DURHAM ELEM. SCHOOL " fmV. -*�► � SITE CLARIFICATIONSAD2.1 SELiG�/LEE/RUE DA Imne/W :'e , ,.•.tet..t ...t_. , i VINYL COVERED CLOCK t TACKWARD LINE OF SPEAKER /(;ABINETS ,GYP. BD.- PAINT ❑ P1 3 1 - 3� � 83 CLASSROOM A3 AND B3 (A4,B4 SIM. OPP. HAND) iP.l Imo'• ''-m' �, I LPINCs LINE OF CAB. FARTITION 2Q LINE OF CAB. VINYL. COVERED 1pTPBD. PAIN( SPEAKER 6—LOCK4 Sf KjkAAJ 15 TACKBOARD ❑ I I I I �� 4- n � I+— In❑ _ as A6 OR ae AO OR So 23- 3.2 3 3.2 S5 CLASSROOM A8 AND A9 OR B8 AND B9 ..4DDfffflONS At' DURHAM BLEM. SCHOOL 9421AI�24 REVISED ELEVATIONS SELIG i/LEE/RUEDA ,_• wowtror • w ♦ s. � ww ■ w . ___ Im/19/9,°► • • HANKS ROD W/ 5 NANO, ROD AND A DOUBLE CAPTIVERS NANGE � �1�0l�.S EA. CABINET-16 TOTAL j 48-'12 3h '2 1 -24 29-24 2S-24 /�8-24- 48-24 tV I / Lom tl PAINTO 48-24 136-24 242'9-24 29-24 48-24 48-24 81 CABINET A4,134 AND DS (A3,133 AND D7 OPP.) ADDITITIONS AT DURHAM BLCI(. SCHOOL 5421AD25 ^W 174AMP-MAM PCOM DOMMM REVISED CABINET DRAWING AD20 SELIG/FLEE/RUEDA �1 • 'i �II h q , h $SAGE CJ � 17 \ 2 J p6�at+E T 22 - 6. �. _ 4 2 4• d 11 ill 2CC95- Q 4 J 5 f 10 E5 ^ 1 PARTIAL FLOOR PLAN - AREA 'C' POWER AND SK1NAL �a21AD2 ADDITITIONS D- DURHAMM111 BLM" SCHOOL POWER 1 SIGNAL REVISIONS 2 j raR �-•:aarr� �aoc asr�uff SELIG jQLE E, RUEDA �mn9/95 ` 7l.iYRLR4i1'c.�V6ii1�:.td::G16iW.•..dd3F.7wL'�+F,'#Wr..:1.� ur,Y�9".Asd ::�P:S ....:.�: ,-...:: :. .. w:. :il L, l.A.:LLU31aN,.fS,M'l�'�-}'�,��,�h�� �� {P�.: ;rr r. ...C�. yti 't P E F I� I� II li ro rh i PARTL4L FLOOR PLAN - EXIST. LKIHTIN 3, I POWER AND SKWAL D2. ve°• r-m, ADDITITIONS AT DURNAY ELI M. SCHOOL 94214526 POWER & SIGNAL REVISIONS AD2.7 SELIG`LEE/RUE A �mn9i95 A w C ■ T O T • 1 r L • r X w a _. R„w,,,._ _ —..,.•nom,ara.,M.m,rr.,w..M..- ..._ __,.......r.., J,0 � ' I Ari. i1h 4C'$^l;•� �Y�x:. r}�����. 'ta l I i DURHAM -ADDENDUM NO. 1 13 OCTOBER 1995 SELIG/LEElRUEDA ARCHITECTS AND PLANNERS 213 S.W. ASH, SUITE 201 1 PORTLAND, OR 97204 (503)224-0173 J ADDITIONS �� 1 AT c i DURHAM ELEMENTARY SCHOOL \ _ FOR TIGARD-TUALATIN SCHOOL DISTRICT 23J This Addendum to the Contract Documents is issued to clarify and correct the Drawings and Specifications. This document is hereby made a part of the Contract Documents to the same extent as though it were originally included therein. Acknowledge receipt here,>f by inserting the above Addendum number in the space provided in the Proposal Form prior to submitting hid. Failure to do so may subject bidder to disqualification. lA SPECIFICAILUN5 1A-1 DIVISION B - INSTRUCTIONS TO BIDDERS - 11. 'TiNIE AND LIQUIDATED DAMAGES Under item a) last sentence, change to read: "August 1996 for Area 'A' Area 'B' and Area 'D' i and 9:00 AM, Friday, 20 September 1996 for Area 'C' and Area 'D' and prior to the date fixed as the date of substantial completion. i IA-2 SECTION 02200- EXCAVATION, FILLING & GRADING - 1.1 SCOPE f Under Work Specified Elsewhere: Delete last three(3) lines. lA-3 SECTION 07412 - METAL ROOFING Add: 2.2 APPROVED INSTALLERS TT& L Sheet Metal Inc. B&K Sheet Metal Inc. Empire Sheet Metal Inc. IA4 SECTION 08700 - FINISH HARDWARE At 'DOOR TYPES" (Door Elevations at end of section) insert the following glass types: HG (Half Glass) = T.G. FG (Full Glass) — T.G. TV (Tall Vision) — T.G. ` NOTE: Rated Doors to have "W.G." (Wire Glass). lA-S SECTION 08800-GLASS k GLAZING - 1.1 SCOPE Delete second and third sentences. IA-6 SECTION 09660- RESILIENT FLOORING - 1.1 SCOPE At first sentence delete reference to Sheet " 12.2". !N PAGE I E� _..._.. DURHAM -ADDENDUM NO. 1 - 13 OCTOBER 1995 IA-7 SECTION 10800-TOILET ROOM ACCESSORIES a. 2.1 MOP AND BROOM HOLDER Delete last sentence and insert: "Locations: Rooms A 14, B14, C7, D4 and D28. Install - 4'-0" above Mop Sink." h. 2.4 NAPKIN DISPOSAL Delete last sentence and insert: "Locations Rooms B 15 and D 13." c. 2.6 SANITARY NAPKIN DISPENSER (SND) Add: "Locations: Rooms B15 and D13." d. 3.1 INSTALLATION Delete last sentence. Change first sentence to read: "Install in locations shown on I drawings or as directed by architect." I IA-8 SECTION 11400- FOOD SERVICE EQUIPIIIENT- 1.1 RELATED WORK At fifth paragraph change: "06400" to read: "12300". (A-9 SECTION 13500- FIRE PROTECTION SYSTEM - 1.1 SCOPE j Delete: "Work S ecitied Elsewhere" in it's entirety. IA-10 SECTION 16120- CONDUCTORS AND CONNECTORS a. 2.6 METAL CLAD CABLE AND CONNECTORS Change first sentence to read: "Metal clad cable shall be as follows: Protective stieath a,td cable systems to comply with NEC Article 334. Multi-copper Insulated, 60L volt, 90 degree C rated conductors. Provide oversized neutral as shown on Drawicgs or specified herein. AFC Cable Systems or approved." Change second sentence to rad: "Metal clad cable connectors shall be as follows: Zinc plated and malleable iron. O-Z/Gedney Tyle PK or approved." 1+. 3.1 GENERAL WIRING METHGDS Insert the following sentences: . "Provide and install drop cords as shown or, Division 13 and 16 Drawings and :is specified herein." IA-11 SECTION 16500- LIGHTING FIXTURES- 3.1 INSTALLATION Change last paragraph to read: "Provide oversized neutral for branch circuits serving electronic ballasts, minimum#10 A.W.G." IA-12 SECTION 16721 - FIRE ALARM SYSTEM a. 2.13 DOOR HOLDERS Change first paragraph to read: Install and previd--power wiring for door holder furnished by Division 8." I b. 3.1 INSTALLATION Add "Connect complete flow switch to fire sprinkler bell." I i l; 05 —DR&W G IB-1 SHEET 3.1 - REFL'ECTED CEILING PLAN n. Detail 58/3.I, under GENERAL NOTES, add the following notes: "3. Main sprinkler line runs shall not be in exposed structure areas unless approved by architect or noted otherwise." "4. Branch sprinkler lines in exposed structure a.,as are shown to indicate desired routing. Head spacing may vary to conform to code. Sprinkier heads in suspended or finished ceilings have not been shown." PAGE 2 � a w». i ,�, DURHAM - ADDENDUM NO. 1 13 OCTOBER 1995 I18-2 SHEET 3.2 - FINISH DETAILS 4 At Details 18/3.2, 30/3.2 and 31/3.2 delete "VP", insert "Gyp Bd." 3 1B-3 SHEET 4.1 -ROOF PLAN 1 At Detail 1/14.1, add steel ladders(3 total)at the following wall locations: a. Grid Line 14 (Detail 66/7.3) b. 8 Feet North of Grid 15 (Detail 46/7.3) c. Grid Line 18(Detail 36/7.3) Refer to Addenda Drawing I/AD-1 AND I/AD-2 for Ladder Detail 11B-4 SHEET 4.1 - ROOF PLAN At Detail 41/4.1, change: "16 gn cont. Clea'..." to: "7.4 ga cont. cleat..." r 1B-5 SHEET 4.2 -ROOF DETAILS At Details 26, 3 s, 84/4.2, change: "16 ga cant. cleat..." to: "24 ga cont. cleat..." _ 1B-6 SHEET 14.5- FOUNDATION PLAN AND DETAILS -AREA 'D" a. Detail 1/14.5, at covered play change note located North ;,f Grid 20 to read: ".Alternate v No. I add footings&columns at covered play." I( b. Detail 1/14.5, change gym width from 50'-0" to 56'-0" as shown on Addenda Drawings ADS1 5! / attached. w` 18-7 SHEET 14.7 - GYM WALL ELEVATIONS AND DETAILS a. Detail 51/14.7, revise as shown on Addenda Drawing ADS3 attached. b. Detail 53/14 7, revise as shown on Addenda Drawing ADS4 attached. 1B-8 SHEET 14.11 -ROOF FRAMING PLAN AREA 'D' -a. Detail 1/14.11, at Covered Play change note located North of Grid 20 to read: "Alternate No. 1 Add Footings&Columns at Covered Flay." b. Detail 46/14.11, change joist depth from: 28" to: 3''.'. -c. Detail ii14.11, revise roof plan as shown on Adde•jda Drawing ADS2 attached. 1B-9 SHEET 16.5 - FLOOR PLAN -ALREA 'C' LIGHTING, POWER AND SIGNAL ,)At Area "C" Power and Signal, delete rel.:-r,':;ion symbol located between column line O, Q, 11 and 12. ' 1B-10 SHEET 16.7 - FLOOR PLAN- AREA 'D' "• V ,1 ER AND SIGNAL. Connect gymnasium computer data outlets with 3/4 inch conduit and route to accessible ce.1ing spa•2 South of column line 19. Provide a separate 3/4 inch conduit for the computer daft outlet located at column line 19 as specified. 1B-I1 SHEET 16.10- MECHANICAL.ROOM 201 AND ONE LLNE POWER RISER DIAGRAM At Mechanical Room 201 Power Plan: Relocate existing light fixtures to the south side of new wall located at Grid Lines I and 37. Extend branch circuit and coor linate exact fixture location with Architect, 1C SL1mITUTIONS 1C-1 SECTION 08700-FINISH HARDWARE-2.4 APPROVED MANUFACTURE?.S i Substitutions Accepted: Flush Bolts- Door Controls International. Dust Proof Strikes- Door Controls International. Coordinators - Door Controls International. Hinges- Hagar. PAGE 3 k I A _ .. .. DURHAM - ADDENDUM NO. 1 13 OCTOBER 1995 IC-2 SECTION 09511 -ACOUSTICAL PANELS-2.1 ACOUSTICAL PANELS Substitution Accepted: Lamvin hc., San Diego, CA. ! IC-3 SECTION 1J162 -TOILET PARTITIONS-2.1 NIATERIALS Substitution Accepted: Accurate, Concord. I P ICA SECTION 10200 - METAL LOUVERS -2.1 NIANUFACTURER Substitutions Accepted: Vent Products. Wonder Metal Louvers. Airstream. Arrow United. 1C-5 SECTION 10250- BICYCLE RACKS -2.2 APPROVED SUBSTITUTION Substitution Accepted: C.-!;tive Pipe., Inc. 1C-6 SECTION 16500 - LIGHTING FIXTURES -2.8 FIXTUPE SCHEDZILE a. Under TYPE 'K' Substitution Accepted: Lightron. b. Under TYPE 'O Substitution Accepted: Capri. IU ALTERNATE PROPOSALS INVITED Alternate Proposals are invited to be submitted as per Artiae 6 of the INSTRUCTIONS TO BIDDERS. DO NOT SUBMIT TO GENERAL CONTRACTORS. ID-I END OF ADDENDUM NUMBER ONE (1)11 I i � i { PAGE 4 1 � •1 1 � ?" 6 I,'2' 0�� I IIS I I I I I I � At= EDGE of ROOF ° I OR TOP OF IIS PARAPET I I � ROOF SUFFACE o SEE STRUCTURAL FOR ROOF CONa i MLCTION I 1 ROOF LADDER AD-1 1/2'- I'-09 - D®5fa5ml Ar DUR&M i ADDITION ' gjfSCHOOL '3421Ap1 LARIFIC 4TION I sELIG`L,EF;/RUEDA DRAWING AD- 1 L w N M s w a fKi y � Y7 a .I I" 1 1 • / I/2'x2 I2' STEEL FB. DRILLED ! 12'0.C. / FOR 3.14' o STEEL R1.1NG8 WELDED TO / RAILS AND GROUND SMOOTH-NOT DIP GALV. t PAINT AFTER FAB. 1/,.!''x2 1/2' STEEL F.B. BP=-NT SUPPORT" WA 2.) 1/2'ox3' LAG MAX)S (4'-0' O.G. ALC-ft's LARD '1AX. GRIND CORNERS SMOOTH PRIOR TO GALV. 4 PAINT ? 114 1/4' ID 3x6 DLOCKI EA. SUPPORT v9RIFY WALL T1'1°1f: t WALL LADMR 0 A.D-2 I I/2'■ I'-0' D1505003 ADDITMONS AT DURHAM RLBM. SCHOOL 421AD1 FM tMOD-I'VAIA or NOWK arsMW C!_►4R I F I C AT I ON — SELIGLEE/RUEDA DRAWING -AD ` A KIT CT . . PLAPIN . a0 — 10/13/95 1� 09 20 !� FOC STUDS STUDS 56 ass � GONG WALL I ^I I WALL ELEV A D 5 3 i I I•I ! i 31 I ! I I I I 1 I 14.1 �- IEy+= S SLA !-�EE ARCH ! ! I N ! I I I ( µS a ! ! � � I w } w GRID l✓TOO t ;9 TO 2O - 5" CONC SLAB J Iil ) J 0 (L 04 * 18" O/C EA WAY _► 3 I 0 3 102'-3" gai =1 - " s • v I - I I 33 II I I Z l4.1 U 113 I - -+ - - I - - - - - - - -,- - - - - - - � I li II II � it = l i I ! •, ' I � )� I I I I I I -�- - C::)NC 5L AB ! 1 ! I I04 • 18'• O/C EA WAY i VI I I WALL ELEY 53 ADS4 I l 1 I I 1 14.1 I I i I 11/4" C-L— WALL J � 51v j 3 in I �! �-e�osmi ADS 1 ADDr17M AT DO" Z= SCHWL PARIUL RCUM 100MM27ON PLAN on somm ROMMM' s3CMR D. DEMM, 1/14,3 1m/!3/g5 S ELI^s/LEE/RUEiDA a U-11 Ir T ss � ns� sem ■ i ( 18'� 19 2 0) !b 32 14.1 14.16 - 11/4" CONC WALL 4x3x'i4a - an — - -- x x) x 26 x x91 x 9 x x r �s• sl ONTIN \ �i 'I �i ui I t t 1 I I 1 I I TYP- 2 PLACES l) (I P1 ' i�l ,�' BASKERBALL BACK " 1 STOP SUPPORTSLLI 1 I FASTEN TO 2 JOIST Cal E 51 I{ TYP- 4 PLACES 16 MECN FLOOR I'' n `, 14.16 ,;i �! i !� BASKETBALL BACK " 1d.i6 BELOWll! IiI�� I 1 / STOP SUPPORTSIST w ent II;'IiI .I+�l !!(I! J FASTEN 9 I ui TYP 3d NO ACOUST!CAL TYPE DE BETi11EEN GRIDS ANO 19 qo `ti O Llu W d/ 0 x 41 Ln — 1 1 jyY% x a LA 0 / t1 J i \• ' 54 rYP li' CROSS BRIDGI x z Q z Z 1 14.16 1 h 1 T P R�JNS f : U mJ U r- I � I I 1 ! I I f I I I 1 1 I } _ lZ UPPER I I 14.16 ROOF ! f UPLIFT ry y ( i I I I I 1 f BRIDGING IV i I ti TYP EA END lu ,n Xr X yin �n ►n� L - Ln x x z z x x g z .21 21 si cl O / CONTiN 3 'n 3 1L 4111 I 144" GONG WALL 2'-ilii ' 2 • 8'-0.. 3 3 • 7'-0.. 2'-b" DE-Ave-d" ADDITIONS AT DURHAM NUM. SCHOOL s� � ta��r�r xw� � P/RTLlL R�SRD RDOP FR�ii�I�ViC PLtX ADS 2 SICTDR A DITAJZ 1114.11 10!13/95ELG I �/;.EE/RUEDA 1 ! C W S ! O ! / 1 PLAN KNOW i • .. .. _ . i i i • 18 09 �. 2'-3i%�� 2 • 8'-m" ?'-b" 2'-m 2'-®" 3 • T-4" s 124'-4" 32 -- TYP Id.lb L 4x3 EA, BAY -2-SP • 3" O/C II 114'-2" Li '1!a" CONC PANELS — ' SV • 12" O/C GL i'isxlb Ib '51-1 • 15" O,'C L'cDGER 5-sv • b" O/C `— T'i'P PANEL SHIM 4'-0" 4'-m" LOCATIONS �1 WALL ELEVATION - GRID H �. 14.E t �k, 20 FOG 30 -0 0 a lb t'T'P — v u.� 0 °� —( 14.1 D W Q � W Q � o ADS03 93 �■ W - a • iri I I I • FOC �5'-8� " _____ �_ • II EQ 4 16" EQ ' TYP Ib ' 14.V T 0 Wlb 14.1 ILI IL i` TYP PANEL SHIM 4'-0" 4'-011 LOCATIONS 3 WALL ELEVATION - GRID P 14.E j I 4 1R.J�, i l 6 sir. r, l" �m JIM .... , i 1 19 18) _ ?5'-31' " STUDS STUDS 4, r 124'-4"� ''h L 4X3 COrITIN ~ N 4 3" O/C- � Q� TYP C F,-WELS NI 114'-2' p; 12" O/C }trr O/C 7 b" O/ LEDGER p� SLAB EDGE INSERT a SEE ARCH 16(15 " r a M 4,414;4-64",0 i 25'-31 �.. STI,IDS STUID S �I 32 �, N]r r� ti Ltj L 4x3 .._.._— CONTIN I 2-SW 3" O/C- TYP \ 7114" CONC PANELS 5Y d 12" O/C 4514 a 15" O/C 5-"5V 1 LEDGER 36 14.x! L SLAB EDisE INSERT SEF. ARCH 16,15 ADStD4 f fFy "MA 6 �L I LY 'q�, '�f�:Ye''kN'{"'I .,�'„y,4. !w,.:,;...;y,�;.+.. .,a, c, .. ;..... ... .... ....... . ..... ., ....,..,. ., ..,. N....*r......,., ...,. -.... r ,,,,r.:n►.,tr+.w.anw.�,.row r ..........,.,ruwi I a CITY OF TIGAJRD October 18, 1995 !P OREGON Cundiff Engineering Inc. attest; Omar Shaaban 8885 S.W. Canyon Rd. Suite 205 Portland, OR 97225 Project: Durham Elementay School ^ �� ��� J 60+840,"' fermi. b'v�!o ,U l t lZ N Tigard, Oregon � I Subject: Electrical Plan Review i, The plans submitted were reviewed for conformity with the 1993 National Electrical Code(NEC)and the State of Oregon Electrical Specialty Code. The following was noted: I I 1, The 1993 NEC is the minimum electrical requirements. 2. The listing instructions on the lighting fixtures may limit the number of fixtures per circuit. i3. There will be no water lines or HVAC vents overhead of electrical Panels in the electric equipment roorn. 4. Mechanical and Food Service equipment require U.L. listing and labeling. A copy of the listings I" installation instructions to be on job site. 5. The State of Oregon, Electrical Specialty Code does not allow the use of nonmetalic raceway or conduit in schools for electrical circuits. 6. Restricted Energy Electrical Permits required for Fire Alarm,.HVAC controls, Security, sound and landscape irrigation system. 7, The Electrical Permit is number ELC: 95-0462 and the fees total $4472 including Electrical Plan Review. i Please contact Michael Rudd to discuss the electrical notes at 503-6394171 ext. #356. Thank you for vrur cooperation. ` "Michael Rudd Electrical Inspector 13125 SW Hall Blvd., Tlgard, OR 97223 (503) 6.39-4171 TDD (503) 684-2772 -- - r� s,do IN Movie I I or munit',y Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # Permit # Lcallium C ---- Phone (503) 639-4171 Datb Issued CITY Of TI�#ARd FAX (503) 684-7297 Issued by _ TDD No. (503) 684.2772 Inspection (503) 639-4175 I 1. .lob Address. - C)`/U StA) �)c(i^ `'C( 4. Complete Fee Schedule Below: � Nalne of Development '� Number,of inepectirxts per permit allowed Addre9et-ilk�� `>`V)A��Q- Service included. 1W.-,Is Cost(ea) Sum City/State2ipi 4r= Residential-par unit tam aq if or less 1111000 / Fath,-Aisanal 500 aq It or Name (Of name Of business) I #,G 'T Li AAA { � I person the/eof X25 ao Commercial 19 Residential❑ V(- - L;�, IQn"'tFnomv :2500 _ Fal+AhaaA'd Homs or Module n Do*"Sorvirai or Feeder 11"00 2a. Contractor instal/ation only: Ib.Services or Feeders InttaMlam RAoratron,or relocation 2 Electrical Contractor---- ___ 200 amps or Iwo � sec oo 2 Address 201 amps l0 400 wnpa $90 00 2 4-1 amps to 90o amps $12000 2 Cih� State Zi 2 rl„ _ P, — MI amps In low amps :19000 Phone NO. Over toou amps or eons $34000 2 Contractor's License No. _ »u only S5000 Contractor's Boaru Reg No. _ Ic Temporary Services or Feeders InaWlelrnn,anaralan,or relocation 2 Signature of Supr. Elec'n _ 20o amps or We $6000 _ 2 License No. Phone No. 201 amps to 400 amps -- 1175 oe 2 .— 401 amps to 900 amps $100 DO Over 900 amps to 1000 volts 2b. For owner installations: feeWalome 4d.Branch Circuits Print Owner's Name _ New,alteration or ertensron per pane' Address)The lee for branch grants with city_ State Zip, pwrhew of Barr.»or hoes 01" 2 Each branch amid / t3 00 .Gni Phone No. b)Tlr fee for branch arcuds without The installation is being made on property I own which is pmha"nit Bernice or hoods No. 2 not intended for sale, lease or rent. First Manch arced 113500 2 Each additional brarmt carer 1 $500 Owner's Signature_ _ 4e.Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required)- East pump or Irrigation arde _ W 00 2 Each sign or oulhrn lighting $4000 Signui crmud(s)or a limited s,wrgy 2 Please check appropriate Item and enter fee In section 5B. panel.alteration or oMensron 114000 t bC � 4 or more residential units in one structure Maar Labels(10) 1110000 �.�Service and feeder 225 amps or more Sys!em over 600 volts nominal 41.Each additional inspection over Classifier'area or structure containing spacial occupancy the allowable in any of the ob-)ve as described in N E C Chapter 5 Per inspection $3500 Per ban $5500 rr Submit 2 eels of In Plant $55 00 {•_, plans with applict'ion where any of the above apply. Not requited for temporary construction services. 5. Fees: NOTICE Sa. Enter total of above fees y 3 -- 5%Surcharge(OF X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION subtotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sec.3) $ „{ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS subtotal $ COMMENCED. 11 Trust Account N $ Balance Due $ amuartNl4#0t,5Phi1�rY.dr,'.4;r:cy:�:Ar>-di•,e+ N. TN 1 .tY �`L � 4• ..r . w•tir.. �,. ,�, ,e. v+ r-�,,nqr-}+>:•-+ *"'M.' q.. i � 1 Ford Graphics, 401 NW 14th Avenue, Portland OR 97209_ Ph (503) 227-3424 Fax (503) 223-4254 J> Bid Distribution Service -_- Transmittal Of Addendum .r To: Jim Funk Company: City Of Tigard Address: 13125 SW Hall Blvd. Tigard, OR 97223 Status Municipal Set No.: 7,8,9,10,11 Project Additions at Durham Elementary School Addendum Nc,: #1 Addendum trate: 10/13/95 Distrihution Date: 10/13/95 Issued By: Selig/Lee/Rueda Architects Acknowledgment_— Project Additons at Durham Elementary School Firm City Of Tigard * _Important: Please sign and return this acknowledgment imnied.laft upon receipt of the documents. The above referenced/addendum was received by this firm ,.)n: DatF• Acknowledged By: Printed Namee/' *7 P Fax To: (503) 223 - 4254 -or- Mail to: Ford Graphics P.O. Box 5487 Portland, OR 97228 - 5487 Please call if you have any questions or require additional information. (503) 227 - 3424 ,W ,.,. .-�w .w ..M=ac1�.p.� ..,y.w w.w..r �+'r`�eRw'x•• q. • � iba�+n°Mns4�.k4!Jb9lN!Vet+�kMCa4�'c'dW�Ni1�M.:#.W+AU+�u:avow....• ....... r DATE: PIANS CHECX NO.. � PROJECT 71TI-.: CU 1 DE ' TRAFFIC: IMPAC r FEE APS NT: � V�UP:K�HE;�-T I =i oo-u 1 s Ick z31— NG ADORES& (FOR NON-SINGLE FAMILY USES) c GTY/ZIP/ HON RATE PER i I� � af= 61-7 z z-'5 LAND USE ` QQRY TRIP TA' 4P NO.: RESIDENTIAL $159.0 E3 I INEU ANO MMERCIAI_ $40.0 SITUS NO.AZQ , $1N.00 1 INDUSTRIAL 153.00 �� 1r',( .�'�7f1 144 iNSTITUTIONAL $66.0 O �� PAYMENT METHOD: .ASH/ .H K CREDIT IN'STnUnONAL ONLY. BANCROFT(PROMISSORY NOTE) LAND USE CATEGOYtY EBCRIPTION OF USE EKMY Avf3 TRIP RA WEEKENO AVE TRIP RA DEFER f0 OCCUF-ANCY �� �tVNtln�lr 'x I .(17j BASIS: a_r1��l�cav �ro�x s �i 3`1) 0)cl 1 CALCULATIONS: T%F = nl�. 5 �2Vt15 WE..�Yc�y L1JeYL"Y '.� ' f Vtit�1 1G laV�t� U` �'LL�QQ►r�� ( (,, coo =NZS `� Z. .S 1 $ 2-5, 4 q ►ROJEC 77 G EAATION: .� FQ Z�-) Li ADDITIONAL_NOTES: ACCOUNTING Pua"Es ONLY: RCIAD AMT.: i TRANSIT AMT.: L4 Z PAREDI,l•. ��Q�-�i �- Cy WASHINGTON COUNT`/ (rel nF NOTEBOOK IOfTn 1iN0 October 6, 1995 CITY OF TIGARD Tigard-Tualatin School District 23J • ORE 13137 SW Pacific Hwy. OREGON ! Tigard, OR 97223 ) 1°! r TRAFFIC IMPACT FEE FOR DURHAM ELEMENTARY ADDITION P t Enclosed with this letter you will find a calculation .sheet showing the I computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $25,49:1.00. Ycu have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second op-don please contact me for additional details). The third c-lgtlo .. is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1 st of each year, Please note that you may appeal the discretionary decisions made in 1 determining the appropriate category and the amount of thP fee based on that category. A notice of appeal must be received by the C ty Recorder no later than 5:00 p.m. on October 20, 1995 and must be accompanied by the $625.00 appeal fee required by Washington County. All.hough filed with the City Recorder, an appeal would he heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639-4171 f Bonnie Mulhearn Development Services Technician c: TIF file Building file 13125 SIN Hall Blvd., T10ard, OR 97223 (503) 639-4171 TDD (503) 684-2772 � w....,. n h.u ..I'Y1,A,,'. i ,. ., .. .. . . ,-i P rt.{.Y,+: !t•}iy,.NeY...-.•............. .... I COUNTYWIDE CITY OF TIGARD TRAFFIC IMPACT FEE OR PAYMENT OPTION FORM e— zo 4 v6 Date Site Address Project Name Plan Check !r` I realize that I must make a decision on payment of the Traffic Impact Fee (TIF) at this time. Therefore, I request the following (choose whichever option or options are applicable): Cash or Check LJ Credit Voucher I Bancroft or Installment Payments and/or ❑ The Ordinance allows for deferral of payment of the T►F until issuance of the occupancy permit if the TIF is greater than $5.000. If the TIF meets this requirement, I also request this option. I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF will be recalculated based on the prevailing rates at the time of payment. Please be advised that TIF rates may increase up to six percent each July 1st. This rate increase is not subject to appeal. i O ER/APPLICANT �— OWNER/APPLICANT c: Building Permit File Payment Option Notebook ti inpmwnttA�un 1,1125 SW Hall Blvd., Tigard, 02 97923 (503) 639-4171 TDD (503) 684-2772 — { Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (A y ' (503) 639-4171 /Z Jobsite Address: C.11- OffIce use Onl Tenant: Y Planck/Rec # � Valuati ---- �_ l�_ \ Permit# O J j� -P�'>: .i Owner. A' (uD�da."���0t bIl Map lZ TI.. Address: 1313'1 iau_) I?o e 4AC kk w -- Lkp provals Required_ tca VA, Of?, a"7ZZ 3 Planning Phone: Ot' I G'Z O Engineering Other Contractor J' I Address: Type of const: kV , R Occupancy class: F- I Phone Sprinklered? (Yes� No Contractor's l,cense #_ _ (attach copy of current Oregon lic Anse) Sq. ft. of project: Conta:t name & phone. Story (1st, 2nd, etc.) I /4rchitectlEngineer: _l l _ _n �,� Proposed use: EACA- �t'�,�-- LUr-- {�0� - - Previous use: C-JU-CeL�l"Y Address' 11-6 51�..t ����( p Note: Plumbing & me,.'-anical plans t r' ��a"M�r `�72D�� must be submitted .1 time of Phone. ZL�I-Cl,'�� b ,ilding permit applicati� tti JOB DESCRIPTION 1)-"L'V--W\ e4w o� a Jlo,, Applicant Signature & Phone number Received by: ` �t7VLti��1 �'liL��eaxi_.- Date Received-Milli . 4. Fenflit 0 Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) _ Plumb. Permit (PLUMB) Mech. Permit (MECH) � Y State Taut (TAX) el Bldg: ____—_---- Plumb: Mech: Plan Check (PLANCK) /• 0 Bldg: plumb: Mech: _ Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks De.! Charge (PKSAC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) y Office TIF (TIF-O) Water Quality (WQUAL) �y Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) y i Erosion PlancklUSA (ERPLAN) Erosion Planck/COT (EROSN) 2 LV 7 TOTALS: i ♦ r1 s Yr 9 � i r j f i cunwiFF ENGINEERING.. INC./CONSULTING ENGINEFRC September 18, 1995 City of Tigard. Oregon • Community Development Department 13125 S.W. )Hall Boulevard Tigard, Oregon 97223 Attention: Michael Rudd, Electrical Plans Rc%icwer Project Completion of Durham Elementan for Tigard -Tualatin School District 23J Job No 9529 Gentlemen: I This letter will confinu our site visit and telephone conversations from September 7 through September 11, 1995,on the above project. The following items arc my understanding 1. We will specify a new automatic transfer witch be installed in place of the existing battery inverter. This switch i%ill have adequate working distance,and will be shown adjacent to existing equipment and further from the existing duct. 2. SD-1 and SD-2 locations shown on our September 7, 1995, transmittal are acceptable to your office when 6 foot working clearance and egress path arc maintained. 3 We will specify emergency system identification labeling in order for the electroma„nctic relay being used as a NI ampere, 120 volt transfer switch to comply with the National Electrical Code article 700-6. I i ` If you have any questions, please contact mc. Sincerely, 4 i - Omar Shaaban, E '.T CundifT'Engineering. Inc. OS:lk i 8865 S.W. Canyon Road. Suite 205, Portland, Oregon 57225•F5034237-7738 •FAX 503/297-8018 y t"•^'r—t •.. - w+a•aorHo*ewro �nr.�envw•w:. 4� W +�'.��11°,�gA`'S'k� r5 r }^ f 1 a 'i "r �.I � r i tri •1��1�'LS��?k n": ,k•1ANiy,; 5 � �1 r.3�rt,4�'�wr. :r d a r � �' �,uir {� ,�, 1 y � :�. ,..�wir.,m...., . ,.... ,..;�.., .. ,.....,....e.•+n++gr+s/'A1A'At�!1Cgawa FAX N0. 5032244936 P. 02 AI>r ?3 X15 WFD 9:16 SELIG LEE P.UEDA r 1 112' 1. _ COI 1v n.,s� f AP MOUNTED in �- R J� S cod _ J-r 1:12 coo NCK { no PLAN DURHAM COMPLETION PORTABLE RFI.00AT'ION (�D 1 sp:uc;�r.E ��uEz7A � t �lw.atl�w.r. r TEMPORARY 8/ 30/95 - 9/5/95 (/ Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Re,.. #IS- A.69Y 4:' Permit # 6- Phone (503) 639-4171 Date ISsuet! FAX (503) 684-7297 ISSUAC! uv R ys_ CITY OF TIGARD TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete FI?e Schedule Below: Name of Df,velopment D U R H A IA S C H 0 0 L Number of Inspections per permit allowed AddreSS 8 0 4 0 S .W . DURHAM R O A U _ service Included Items Cost(ea) Sum City/State/Zip T I G A R D, OREGON 9 7 2 2 3 _ 4s. Residential• per unit 4 1000 act If or lees $11000 Fach additional 500 eq 1t or Name (or name of business) T I G Aporof $2500 Commercial® Residential❑ Limited Energy f25 00 Fath Manul'd Home or Modular W . O . ti 55169 Dwelling Semica or Feeder ties 00 2a. Contractor Installation only: 4b. Services or Feeders Ingtnllation allegation or relocnlion2 Electrical Contractor F R[ I I L E R E L E C T R I C CO 200 amps or IeAe I $r.0 00 190 . 00 2 Address—] 18 6 0 S W G R[ E IJ Q R G R 0 110 201 amps l0 400 amps �� ceo 00 1 2 Ci T I G A R D State__LL__ __ 401 Amps to 1300 amfxs �_ 1120 00 2 city �__ p 22..3- 1301 amps to 1000 arnpe f1B000 Phone No. 6 A 9-6? 7 Over 1000 Amps or sons $34000 2 Contractor's License No. 14- 1 :if �____ nefonreti only _ =500o _ Contractor's Board Reg. No._3]1( 1 n _ 4c. Temporary Services or Feeders Installation Alteration or ralucalion 2 Signature of Supr. Elec'n c1_/(�!l 4 11/L• 200 amps or IAss $5000 2 201 amps to 400 rvnpn $7500 2 License No. 1816� Phone No. _6 3 9-4 6 2 7 401 AmpA to eoo amps -- aoo al Over 600 Amps to 1000 volts I 2b. For owner Installations: rise'b'Ahove 1 4d. Branch Circuits Print Owner's Name Now AlterAhon or extension p•r panel Address a)The fee for branch arculs with —�` purchase of service or Nader Ne. 2 City ! c�t8 ? Zip Fach brnrrh orcud 1500 Phone No. h)The fee for branch circuits without The installation is being made purchase of service or Neder Ne. 2 not intended for sale, lease or rFirst branch ctrcuil >r3500 _ C/ 2_1 5-5- Each additional branch arced $500 Owner's Signahrre U 4e. Miscellenecus (Service or fegder not included) 2 3. Ple.h Review section (if required): Fach pump or Irrigation arra' -- $4000 2 FAch sign or oulllne lighting S4000 Signal circud(s)or a limited energy ' Please c Teck appropriate iter.f and enter fee in section 50. panel alteration or extension $4000 _4 or more residenhal units in one structure Mmor I ahnIs(10) E10000 I ! Service and feeder 225 amps or more System over 600 volts nominal 411.Each additional inspection over Classifiad a,ea or structure containing special occupancy the allowable in any of the above —_ as described in N F C Chapter 5 per Inspection $3500 Per hour $5500 In Plant $55 00 Submit 2 sets of plans with application where any of the above apply. Not required for temporary construction services. S. Fees: NOTICE Sm. Enter total of above fees $ 260 . 00 -- 5%Surcharge(05 X total fees) $ 1 1 _ an PERMITS bFCOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED IS NOT rOMMENCED WITHIN 180 DAYS,OR IF Sb.Enter 25%of line A for CONSTRUCTION OR WOHX IS SUSPENDED OR ABANDONI"D FOR Plan Review if required(Sec:i) $ A PERIOD OF 180 DAYS AT ANY T1MF AFTER WORK IS Subtotal $ _ - COMMENCED 1�77ia F1,G,N R4 OFN'u w, ❑ ,rust Account# � $ 2 7 3 . 00 —J ' AIPIPUCATIONI Balance Due 1 .rIW4cpT R9 cy . �J l �u s w SELIG / LEE / RUEDA Architects anti Planners 213 sto Ash Street, Portland, Oregon 97204 Tclephone:(503)224-0173 "+ 22A 1 August 1995 _ 3 9 .a Mr. Jim Funk Plans Examiner T,„c.-d City F,aii 13125 S.W. Hall Boulevard Tigard, Oregon 97223 RF: DURHAM ELEMENTARY ADDITIONS I Dear Jim: In August of 1988, a Master Plan for the construction of a 500 student elementary school was presented and approved by Brad Roast and Gene Birchill. From this Master Plan for 500 students, a starter schoci for 225 students was built. The Master Plan design was based on Type 5N construction and due to side yard restrictions would be over area by 9.1`Yo when completed. This deficiency was allowed,with the following conditions: a. Installation of fire detection system throughout. b. Classroom pods to be of 1 hr. construction (interiorj,'` C. Provide atmosphere separation between classroom pods and IMC. In 1994 the Tigard-Tualatin School District voters approved a bond issue for school construction which includes the completion of Durham Elementary School. However, the 500 student Master Plan originally designed and approved for the site has been increased to accommodate 600 students. Changing the Master Plan from 500 to 600 students increased the allowable building square footage far beyond the previously approved Master Plan for 500 students. We propose changing the original Type 5N building to 1 hour construction and building the new additions Type 5, 1 hour. i I The proposed new Master Plan for 600 students has an area of 63.175 sf. The allowable area with 4 yc.,ds and full automatic sprinkler system is 70,650 sf. Defectors will be installed per Code requirements and atmosphere separations will be constructed at classroom pods adjacent to the Instructional Media Centr!r (IMC). Derclenry 9 Converting the existing building to Type 5, hour will be possible with the'exception of the 1 roof and exterior walls of the mechanical penthouse over the existing 6 Classroom Pod. wF... -it bad— tr � �nWw•..w.�IwY'911hlMllls�w�.{vw. .�r l {. ... ,t i f t { i I r (O oso i Under the State of Oregon 1993 Edition Structural Specialty Code Sections 105 and 106 we S propose the following altemate methods of construction for the 1 hour deficiency. a. The penthouse mechanical room (480 sf) is separated from the Classroom Pod below by I hour construction. b. The penthouse mechanicA room is deiectored. C. The penthouse mechanical room is sprinklered. -k d. The space between the suspended ceiling and mechanical rodm is sprinklered and deiectored. i e. The space between the classroom pod and the penthouse mechanical room is Sj:�i'u L:IBU :]r1U (jet,3ciareu. The special modifications are at least the equivalent of that prescribed in the Code. \ Please free to call with any questions. Sincerely, Xavie Rueda J 1 i T 9 CITY OF TIGARD PERMIT PERMIT ##1.. .. .. .. ... . BUlw'9:1-•wa 3F13 COMMUNITY DEVELOPME14T DEPARTMENT UAfE ISeUEDs 08/23/95 13126 8W Hall Blvd.Tigard.Oregon 97227.8190603)030.41'71 �ctR�lA TE ADDRESS. . . . --^'-- JBDIVISION. . . . : ZONINGS _OCK. . . . . . . . . . LuTw...MGR, REA a�-.. 1:I SSUE: EXTERIOR I OR»WAl_L+CghISTRUCT I CJ►�I_ . l ...Ass of WGRK. I RST. . . . 3 G f N: So E: W: r'PE OF .JSE-. . - :Gt. :CCOND, . . : sf FROIECT OCENING5" ___,-- . rpt-.- JF CONST. 3 5N THIRD. . . . : sc f N: 5: Es W1 !-.CUPANCY GRP. :D T1:3TAL _...; 4) 51= ROOF CONST : FIRE RET?e .CUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: !'OR. .- 1 HT. IL GARACL:. . . : 5 f OCC'J SEP. RATED: ^- .3MT"s ME:ZZ13 RE12D _0f.)R LO11G. . ., . : p.i f LEFT: ft RGFIT: f t r I R tSPKL: SMOR DET. . , JELLING UNIT'fSs i FRNT: ft REARS ft FIR ALRM: HNDICP ACC: DEDRMS: DATHIS): I1,1=", 5URFACC_: PRO (.0fili. PARKING: VALUE. E : 34235 emarkss Moving two modular- .mite, adding one modl.tlat- i_mit, acce4a -eility ramp, 'riitipnal staii,waya and 1-e st►-ipiny parking 1.1.'tto mec,t AEA t'egLi.remento. IGARD- TUALATIN S(--FIOOI_ L}I-T type amount by date i-ecpt 313~ SW PACIFIC HIGHWAY PRMT $ 215. 50 JDA 08/23/95 95-26969(, F'l.-CNS $ 140. 08 ,IDI"4 ei13i.,5/11)5 1)5-_26'1:,')6 7GARD OR 97:23 FIRE $ 86. 20 JDA 08/23/95 95• c6969E, so1ie 0 : 503 --C-84 " `PCT S 10. 78 JDA 013/23/95 r3C...269606 Jntraetor: cir'IC MOBILO DOX 1404 IC,ICaL1':i WA 98532 ,one t't: 360-748-0121 1; 45E. 6 701 OL e W #I. . 3 721 fib - -- r;CO'J I RCD INSPECTIONS -------- is perut is issued subject to the regulations contained :n the F-ooi,ii7o�1nd Insp .gard Municipal Code, State of Ore. Specialty Codes and al: ot"er Irlisc.'. Inspect ion _- ppi icabl a laws. All work will be done in accordance with F'i n a:l i n a p e c t i o n cproved plans. This persit will expire if work is r,A started :thin 180 days of issuance, or if work is suspended for acre `ian 188 days. er m i 17 1>^ .111.At Dx ,S Lied D Call far insper.t :ion - 6,39--4175 r :� 1 Commercial Building Permit Ainlication_ • City 6f Tigard 13125 SW Hall Blvd. Tigard, OR 97223 �. (503) 639-4171 Jobslte Address: r— JA5TYu c-T' Office Use 0"1 Tenant: �(-AOO lvAL*,$)_, 5'Mv0'_ Suite# " ' �)3 5 — Planck/Rec #_ Valuation: q Permit Owner: �i�A+ yAis#;�� Xr�tr�_ �i5i>?rte _ Map & TL Address: 5­J i�'���� l�rc,JJ wA-f Approvals Reauired f 1 , C�A�a, G,2 - •7 2z r 3 — Planning Phone: 6F4 _27 3 — Engineering �\i f T Other Contractor: 1 Ac4h, M di3,:0, Address: k>D, _i�oK 1404 0 01 "AL/S IVA r LR s 2 Type of const: . wow FW#k-cC- 1 Occupancy class: Phone 360 748' 'i 8 – 01 Z _7�Ic5(_ Sprinklered? Yes Contractor's License # _ _ (attach copy of current Oregon license) Sg, ft. of project: _ Contact name 8 phone: _ Story (1st, 2nd, etc ,, _l Proposed use: CL,0k,�:sRL_^1 Ai^.hltecUEnginear: 5 zz��a L e U�f4 _ Previous use. CLASS��-'\ Address: _2-.I 3 •�� /'1br+ � _ —� Note Plumbing & mechanical plans L±-,� 01 9-7 7_o4 must be submitted at time of Phone: 22-4 – 0 17 bui'ding permit application. JOB DESCRIPTION: AQ0462 Applicant Signature & Phone number PP 9 1 Received by: J1.4"( l//,f'�(ill/U.Z L.---- _ Date Received: 9 ,...wrrr ., '.�r � L. � � �gS�' 'l� T it n• ` '_y �rt F(1 , `iI .;. 3 kk1 a y Ar PWm t Account Description Amount Amt. Ad. Bal. Duo ill-Oz Bldg. Permit (BUILD) V'I Plumb. Permit (PLUMB) Mech. Permit (MECH) . State Tax (TAX) Bldg: U� _ Plumb: Mach: Plan Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) _ _ Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) _._. Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) Water Quantity (WQUANT) U Fire Its Safety (FLS) Erosion Cntrl Permit (ERPRMT) i Erosion Planck/USA (Z:RPLAN) d i y Erosion Planck/COT (uROSN) _ TOTALS: l AUG-23-95 WED 9:16 SELIG LEE RUEDA FAX N0. 50K244836 P. 02 1/2- 1 1/7• .._...«,_. C �r UV T yy�op,Wr u aGi'A1NM E►�at 7o Mwl-• � ��/ ,1-.-., �,...i,....;.,.:.:;.........., '\ !� ;',;;,i•uS., L.............. .................. ......... f �>c15T� PAD MOUN"ED AMFS WD is 12 &.Orr OPOK I CF EFR PR IL omwnodt�em i r FLAN Cpl DURHAM COMPLETION PORTABLE RELOCATION I DI SLLYQ "LFE/FtUEIJA } raw •vf 7- r r r i •` t • - � _ _ -- �� �,:, .— "�; 1� � �� 1 r - l�,, i �. ,. � r„ .�, r :�,; ! r /� :'� �� - - _ - -r �� ►� — .tic =�-�---��- �' .■� �, ��� '[ ...,� _ , .� - - , in wift 7 s awr po a" - } 1 go.m,o �� a a'M 11i ON 04 /III �f 2 QWs.w � i -Y Qis♦% IfI lv� f so'W. "11 `J p�•.-.. ��YYT�tuG twTl�'1S Art MAIN:r 3�� +-n xr�r��rti �/ ICt r..I nam a .SI�Ii�J ti m me r 14:21Lire'Ita'o M 1. �•��• i 4YY X" a �1tAaktlOM$W.�,� G llw7 i a r i p VAU OF OREGON 0 TYPICAL DOURLS-WIDE _ Z � MANUFACTIMED HIM ASSEMBLY DETAILS p :leper rod tends NCWIY Irate W WOOD!or WQCW la inlay raquuod i �CtSi b0�f O!1 i��. Ln This Of Me BYa(ln0 wall may be hate;T�*da.: tv mMrlutaalt'red home's roof YisteOad 1n $CRI M doh.!�!�Mary use Cpkw if mm MOM b�Mrtnp 's ti!n both des. N. am iO��.*Wh u�.tint only. MMOOd r1aq.Down.*scm-41484ad d bc!,+ta Cm"the 0 ba ms tr*kAW mMWaatrimr's W-up instrucifonL See morKtaMrom k3*Ud m CA pial gpscft ' Plain raqutred et rldpe barn a�bCg*&nL 00) Aea 4anutemsees tmtrucwna. n' Equaitt spaced bolts to attach Ln Un togetltar assure Reuksd qdumW of bob is to M alm*%bad plus dead i� It= I unlwm dpasntbfi of Mich 00 hd>o wppOrtad hall •marwiactumre tai 0D hal under We bM. c I ti 0 –� rRdoo beam®WmrFWgs beats miurin support mss' �Ir ouppOrt kxafion. n support Iccadan s *00 UL � - I W - Plars requilad it rfdp beam ColU!W supports. Rt L0.401TUDWAL SECVCH AT CENT?ERLINE o t X y U { U- - U Q _ - _ _ { r Z NOTES: '. i, WART A'IS TO BE REFERENCED r-cn UNaS iM±}l LIE TIAL S!4�WAN!)METAL ROGFS. 2. CFiART'B'1S TC Bt REFERE?VCED FOR 1lNIT'S WUN HAPDBWD S1✓WGA1JU CCi�IPUS1T101v AOOFS. rn 3. SEE PAGE 2 FCR PIER AND FO=NG CONSTRWpON REQ jMEMFf,r�& N N LD CHART "A" HOME WIDTH PIER SPACING$ Footing 12°xl>i• 16'zlb` '2"c14' cont. size footlts fcatla fool f i!n 10* or 20r I mxX 00 12' or 24' 3'_ b�_ 6■ • max rl- 14' or 2E' 4'.6• 3 .q• �' s}' ' maxLf% CD "posing of pias from evA cad of ::,a homy mrty be 9ae•haif f 3of :be pig *acing. ! v Chau 0 L HOME !'ViDTii PIER SPACING• Footing :2•nla' 16'x16' :2"x14` coat, r �-r size footle foo in tootle �f IQ' or 20' b�aax t.. , �, V 12' 14 -0' 4•.$• • r ;fir 'T i4' or 2 ' - -- s'.Q' 4 . mu E-- ' spacing of plat+ from cacti dell 1th9 home may be one-h& of she pier spacing J. ' W ?ic co F .LL U cc r� Z PIER AND FOOTING CONSTRUCTION AND SPACING T PIERS © Wood shims (cut from 2 x 4's) 12" long driven tignt from eac. side, if needed, to fill gap between top of pier and the chassis bears. © Pier caps shall be 2" x 8" x 16" wood (maximum 2 layers) or 4" x 8"x 16" solid concrete or combination of both. ". , " with cells s ��anaarc zs•• x 8" x 16" open or closed cell concrete blocks veli.. placed vertically. Install blocks perpendicu!a: (crossways) to the chassis beam. , a pier over 44" Is required (due to a slopinglot) use a double 2 tiered pier with the blocks interlocked. in no case sall the pier exceed 72" nor shall more than 20% v the total number of piers exceed 40" in -71 height. FOOTING s ` ® 4" Thick solid single piece concrete footing block. or continuous concrete footings. Remove organic mate gal compact a!! fill dirt, or a 6" deep x 18" wide x a length equal to the unit width' poured-lin-place concrete footing !nstal'ed perpendicular to the chassis beam, or a 2" nominal pressure treated lumber footing. V Tireressure treated wood footings shat! be cut to length prior to treating 'its, cracks, or any other defects. and free from sp J U L F U T 2 o a. STATE OF OREGON z Typical Manufactured Home i .. Sklr;ing Installation Details t Inctatl waathsr rs$Want sk;rt N (sob am a(umirtum or azsarlat piyarood, t wish a rm+nknum of 38 sqJm (T X 12') of vantUllon opWN for 1 each 25 UnIW tat of aldrtfnq. locate vents +nho P' of ft oomem of the home. Prwkfe a minhttum 18' x 246 crWW spsoe ` acesss door. - C7 Z Poo Co Ln O � C) Awass Door ca :iaw akkdnq is tscsd, 25` msximum { "wile ttte itl.76W supporung lypI . members ircm the Ground by at oast 2 incrwa If plywood aktniu is used aeperats m% 1al,!an1ad staivas or other approved davlose the plywood 13M Me Ground by L . 3 lnahss with metal or sr ncreie. 7 tnaxlrnum 'Use 518 1I asterlor Grads plywood. as trPltsas! aLL- , U FI Q CL KK r • F r PACIFIC MnBILF STRUCT . ID:206-748-0578 AUG 23'95 10 :47 No .003 P .02 0 FLAT 6x8 PT - RAT Pt 6 X 8 X 1'-3` *!- ..�M W/ 6-12d TOENAIL EA. SIDE (6) 4 X 8 PT FLAT 5 V2' 5 V2' Ak 31!'2' r a .- MID-SPAN CQL FOOT catm OR tHMUAL 2 0q A �• Two 4m W "414 IRM ALL cammm. Rociv pG b j pi,4L fib 1"J.GfJM! LIV>�1 de OV40 LOA* Gw THE uNwelp" ftn-oka clam 40 rm d. � AIMJ[ � chgopnwwz RArwmAMS MM�1 �lRdlt�. Wd) OR SAr COMXMID bk �cC�T Aid i�11l�,t7R" ,• Hmi-m M0. %cm wr !a •,'r 'i h ... T, •. .. - .. . Vy 1 PACIFIC MOBILE STRUCT. ID:206-748-0578 AN 23'95 10:47 No .003 P .03 ' owl. �s ,tea 'k fah ?� 4 Ise$- p ftgt��� A Wr �� • y� 6p. jka� 74V �1,� t�lNc `- !C�t Al,ro�� Hs U%"r rte; � icuD 969 r ,� �uua�wn:arrtxec?afowa �� Not►-�f+r�•aWV _ u ^Y 9 � I A,� �Q ',�� � WAibfRlOpiMl�lll>:1Yr �OIT fl1111M-211C PLIenO TS #A*CW .®3 W A1Re j1 -1140 so' l3i'IeNC T k D NtJ r� coFRA ME ATTAC Y. AV V�f�'r�cAL °T�t��t Oh. ��"� IIrfTRLL,�T10NW4Tllllt!ryt11d� lTL — OA11 � -- 011CIIbYIOK -�� DRILL%'DIA MOLE dK•DMP ron PN.OrT STUD. (yam w r n 1 r n w s DRILL"'DIA HOLD nr ROOK Ar qs DrotEt:s ANCwra N down eflglflBC�fIf1Q, Inc. ANCHOR HMO At A LOQ' IM(�;►r . Md�r.w.l.sM. �rw,0�lrel+m� NOD TM MKIM nr Il,OOFWMPOrdMM WM M Wn FiJIIIAF INDfQIEDrMqvgp!QOAm11 NL02 NiTTATOACMMALA 1LPVl10VTfMW cCROSS dT PZXK 4e vop 1D{MCEJ PIAI"E lJEat7ND 7M WT N N()LTM& fiAa RMT��ait rOLOCK ro �.DRty� elf �� KAOACk c• �C.MaCKMACH tw1xw11IM Puu om meR15T>ma to CeVELOMM Vv"kN y - ANd�cty,X.aDIll*sLOWASWJUMMANO Ocfal SUWAM 1CAi If BOIL HCJNCJ11E: •• Ma MP Q CK.[N3111NG8 fiZM ht.A.Mtde It)11WK YVR/�C6 B U D(t.',. 1 1..�.�,_... e rfu, CT4"AL1 �,�,'n e,til �fi+ ._ o�l'I"a,f?11-M.rrr_. •.J•l •M•�� .,,+-..n •_ .�L,.n w PACIFIC MOBILE STRUCT . ID:206-748-0578 AUG 23'95 10:48 No .003 P .04 I � � o es • Q C-3 tot 4+tivhMtn`pr'tiA�A�bI(xhTlri�n Tp N�ai^a�5 im utr •Ile��rlroM F 036'min.K I�r k(OFT. �11���fVeH RyfCT�'f 12'A1b rEht�-LAK•��6'• -�. �ItI110M� 'i1G patlN�fnP�ryMNA C"WwArja TO r"a 4M n.i Us dawn OngIrOS +tnp.hoc. Afe ZINC a[7AM }IOr.Welt� tial@ M )Dtt.AUTr, � N J7 � h ►0Q £ikl'QJ 8lSF1 BR'L 9� `Xdll�i '�'i'rl'W 1tLt vs/Y0/m PACIFIC MUPILE STRUCT . ID :�06-748-0578 nuG 23 '95 10:49 No .003 P.05 IRON ROOT /�EPFJHDl�1T TEM Ma RWMTB • -thl 1 ModkN Na vosc*t M of fie! 61 *ng1h JW Dae FML PW ! • Ntt�l'kl/A 1+brriral rw,0-cxjt 1n don"sandy*wroc k fM. 8,=# AMM D15M BIc ww Count 19-36 (ave•) 7l518� a IV112H314 *MW PA-0U1 In cle11s9 sandy"emc c D. 7,6901 ASW D15M Blow Cant 19-36 (slug. 1117. M 6 NM me k1artloal put-out In doge sandy kraroc k 81. t3,9 # Ag M Dii388 (ay.) t3/ O/M 7 M22314 \Ap)n pal pu1•act In dense candy kwock ft. %Z83# A91M D10M t3low Count 19-M (eug.) M188 7 MRA vbrtloel put W in Iebomwy tbchnst hw S.&50# 4112W a sl Limon.Lkoon&W rock wars not sysiisbl9. N K;S2 Vbrtbcal pu&a)l In 3000 Pei w vd vc vTjle 41=0 3F8W 8 "A Atxclor model was h t bd In 2500 poi 9.740# 5/ws 1(l norrll W oc>tnpres"strength conomts. Cure tlll'N 48 houra. MM ,ArOw mcxkrl wo hrWed in 2500 psi currtd 10eff 5d't6175 f 1 blob and vertk:aty puBW w dezz mtlon. WM48 Vla*rA pull-out In dwW dnwoc k AA ASTM 12,1004 hl F A9 19 1 DIM Blow C-mN 3042 MTE40 rarmal toolkV not wobble. A„OpOM (set.) 12 MTE30 Frjmd testing not svallaWs. 25009' (OW) 12 WE15 FonTW tes*V not avallable WY NOTE,All abcwe tett wAra eenductod by ThA PlitRhurph 7hding IaWrebry,Consulting llAotalwrgic*J 6erricos And the Southwost Rwearoh Irtsa wle.The Inctvidual roeulhl of Ow leets win be made available upon reaueat. 151man kxward your request for Ws Wortramion to. TIE DOWN ENGINEERING,INCI 9901 V A421an drive Atlar9`te,f�k�or��U�i3t3 I 9w SIB ON �r� Hh1 9M r SH113>0443"l31 'J'1 'M'N ce1?.T p6�T0.�90 pehrlr�gT �,�AP,. 7 2`NGp4p'C' ,R' Tj4 11 .r - A X7,0' k* p 3 .04;Lu g,0 �.;6 r •�t M Alt / �huh•` y� / �`` 1 ��~ R�� r,� ZI 'Nor' i CRroP p�o1c��S ettsE � �g � \ MATERIAL!IPlCIfICATIONB NQAO AI&-C 1071 a It p �uu-A91 u A 11�hlu Pit,�kAU we��nauci�,crl�ofs iwco�N ,` 1 N / �' sv1+ERB►„ELn Nlt �+,a ca;1�. RT ST SOM AVV A 3V ID 3`M 8 X11 1 ALTE?1Na!AW>SA A00.+� OUMCTiA It RLY.HJ*LlCI 01I c Af rCl iQh PN1'4�I•CNAMCL D�►.� �+_._.-- /ti "� Orl1ANRE0�aRE0U1RC01 NOTE eCs-FMan•ZINC PLJREo T �►O pr_�L.TS�AMODCLWSZ) ARL'a � -11 x '14,1�� UEEAD W/bAUARe n �K LZ.N p�.� w/Ns. D� MR 5d 0 TF1 SSI©Nlr iD F{1R 5!rtt j r� " TEM S N[30 f VA9j-t '0h y VEiATc A L Tt-5 kti. POP INYTALLATIONINSTRUCTInNI I LI� DAYS eesGslr�loN DRILL DIA HOLE 51,h"DEEP FOA PILOT STUJD. INCFFTT PI.f1T RTI-10 INTO HOLE DRILL 2.34"OLA.HOLES IN ROCK AT 45 DEGREES ANOLE9, h tie down l inc.USING ANCHOR HEAD Ar;A LOCATING GUIDE aIf18t?f V PLACE 900 THROUGH TOP S C, RRESPONDING BOTTOM WEB 1 f Idol 6-v A*Wft°"°°r"b FLANOE d INTO HOLE.DRIVE ROD TO DESIRED DEFT,H.PROD _ 1-11J MUQT DE DRIVIwN INTO MOCK AT LEAS f KM Uh I IS LCN(JTH 114 CRDER TO ACHIEVE MINIMUM ALLOWABLE PVLLOUT RESIS• TANCE.)PLACE SECOND ROD THROUGH REMAINING TOP 6 WRRESPDNDING BOTTOM WEB FLANGE A INTO HOLE.DRIVE at. •� Cr„ ROD TO DESIRED DE". TO LOCK K.NOAC K C.MxMVIC H MAXIMUM PULLOUT Mt!3MTANCF!LS DEVELOPED WHEN ANCHOR HEAD 13 AS I OW AS P013?181-E AND GROUND SURfACF IC A s 1 MPP-110 � � /� IS SOLID ROCK.DISTANCE FROwA LOWEST EDGE OF BOTTOM N ON E u r r�,',�J rLANUL 10 HOCK SURFACE SHOULD NOT EXCEED I"(INCH) N` B n Y�, .. n -qr ... ...• .. .. y� .♦+! '*„p "Mp/•A►"„.. a-�••�M'ww'wh i ...ra•Mw1�MYtiM4Wlu+IpM�MN�'7M?wi+.v..+r..,, _.,. . . ' tK J Ia �, 5 ~' i o �a NOT - r — OA-LVANiZrV 9TIRAtf'lK*5 Cf-RTiF1Ep TO WASI A OSS"vm.xt+}"xcoFT, ►te. sett o�tt�ut�oN r3?>'.PPI►Ut1v� GVCPP`/ 12'Aa PEP\FOLL.Oviir46: -1' wtv�fiows •ItDcmA F ArsiiAlolcf, 4A CeMIMD Ti M91 as s.1 per). oa-s7el-g tie clown engineering" Inc. , AAOCtL NT 03/-IQOI`l AND N10DO�A,C>V 7 66Lrjc l-r'- --- rirtt W)M!_N1U-t(n AN 17 _ FfiA-\t IE4, { G1,�rN0AG1`� �� rhbeM-,Af\V l-I w x i J _qj t IRON ROOT INDEPENDENT TMTING RESULTS UltIlirmtve Model No. Descrip0on of That Strongth Teat Date Ref, Par M12H6/8 Vertical pull-out In d4nse sandy limerock fill. 8,126# �- ASTM 01588 Blow Count 19.36 (avg.) 7/5/813 6 M121-13/4 Ventral pull-out in dense sandy limerock fill. 7,690# ASTM D1586 Blow Count 19-36 (avg.) 11/29M 6 M1225i8 Vertical pull-out In dense sandy ImerocK fill, 8,391# AS•i•M 01586 (avg.) 6/20188 7 MI223/4 Vertical pu:l-out in dense sandy limerock fill. 8,263# ASTM D1586 81"Count 19-36 (avg.) 6/21/88 7 Vertical pull-out in laboratory fixtiirn4 inr 5,4500 4/12188 8 simulation. Unconfined i xk was not available. MIC32 Vertical pull-out In 3000 psi cured concrete 6,925# :316180 9 MIJ2 Anchor model was installed in 2500 psi 9,740# 5/16/75 10 nominal compressive strength concrete. Cure time 48 hours M172 Anchor model was Installed in 2500 psi cured 10,9600 5116176 11 slabs arxi vertically pulled to destruction. MTE48 Vertical pull-out In dense limerock fill ASTM 12.100# 5/16/82 12 D1586 Slow Count 30-42 MTE40 Formal Mating not available 8.300+ (est.) 12 MTE30 Formal testing not available, 2,500# (est.) 12 MTE15 Formal testing not available 5009 (est.) 12 NOTE:All above tests were conductnd by ThA Pittsburgh Testing Laborraton/,Consulting Metallurgical Services and the Southwest Research Institute.The individual results of th9se tests will be made available upon request. Plcnar,forward your request for this information to: TIE DOWN ENGINEERING, INC. 5901 Wheaton Drive Atlanta,Georgia 30336 I 1i • ••u'MepM4�1ui6Y1 db�Yrvo^•• . 1 , l � SE,LIG / LEE / RUEDA Architects and Planners 213 su)Ash Stwd, Ridlnnd, Oregim 97204 r Telephone:(,503)224-0171 �l 17 August 1995 MEMO To: File By: Xavier Ruccla RE: DURHAM COMPLETION f Meeting held with Gene Birchill, Fire Marshal, on 8 August 1995. The fol!)wing salient items were discussed: 1• Fu Hydrants: One additional fire hydrant will be required to be installed at northeast corner of building. Distance from existing fire hydrant to new fire hydrant exceeds 500' + 500' I distance to make closure but was approved by Gene so that new hydrant will not F. be installed too close to building. See attached drawing. I , y 2. Accessi ! Existing gravel road at east side of school to be kept and used for access by Fire Department. A hatchet handie will be constructed north of the covered play structure for fire truck tum around. See attached drawing. im Existing fire department connec,':,n will remain at south end of parking lot. A new FDC will be installed next to the new fire hydrant north of the turn around. See attached drawing. 4• Qne Hour Building: Discussed concept of making existing Type 5N building Type 5 1-hour. Reviewed problem of making existing mechanical room exterlor wall and ceiling one hour. f Gene suggested using a "parallel" concept for penthouse construction in UBC - 3601(d), exception 2. Genj suggested I review concept with Jim Funk and he would support Jim's decisior��� / END OF MEMO cc: Gene Birchill ✓ Jim Funk 1 ,,,. • 1,7 CITY OF T I GARD PLUMBING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT 13125 4W Hall Blvd.Tigard,Oregon 9722398199 (503)839-4171 P,['!,iYIIT #. . . . . . . : r.LM1)S--0l64 DATE ISSUED: 07/17/95 PARCEL. 2SI130B'-00300 SITE*, ADDRESS. . . Q.'3040 14 DURHAM RD SUBDIVISION. . . . : ZONING: Si-OC . . . . . . . . . . LOT. . . . . . . . . . . . . CLASS OF WORK. . :ALT GARBAGE DISF'-, ;OLS. . - MOBILE HOME SPACES. i TYPE OF USE. . . . SED WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . OCCUPANCY GRP. . :P"-' FLOOR LRAINS. . . . . . . IRAPS. . . . . . . . . . . . . . STORIES. . . . . . . . s WATER HEATERS. . . . . . s CATCH BASINS. . . . . . . : .. FIXTURES LAUNDRY TRAYS . . . . . 5F RAIN DRAINS. . . . . I SINKS. . . . . . . . . . . URINALS. . . . . . . . . . . . GREASE TRAPE. . . . . . . . LAVATOPIES. . . . . OTHV,.*R r-IXTURr-3. . . . . TUB/SHOWERS. . . . . SEWER LINE (ft) . . . - : WATER LLOGETS. . ; WATER LINE. DISHWASHERS. . . . 2 RAIN DRAIN (ft ) . . . . Remarks -. Owner: FEES BUD HILLMAN type a In 0 Un t I-ay date re':.'pt TIGARD-TUALIATIN SCHOOL PRMT 1, 30. 00 B 07/17/95 95-268095 1,'Jl--"7 ,w PAciric mGi-iwA\( 5 P C T 1. !_-0 0 Irl/17/15 95-1268095 T7GnRD OR 972,23 i tj n e 6 L14 I ,1VIM)NMENTAL DEVEI-OPMENT, INC O. BOX 1 .1451 [-'ILAND OR 97211 none #.- 2,64­9GM 1. 31. 50 TOTAL Rey #. 305443 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Water Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other F i T1 a I I T1 5 pest i 011 applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for core thin 180 days. P e r m i t t e P Si I s s Lt P d LA Call for in, pection 629 4175 ......... .................. City of Tigard PLUMBING PERMIT_ APPLICATION Planck/Rec. # 13125,SW Hall Blvd. Permit # • Tigard, OR 97223 (503) 639-4171 ` MINIMUM $25.00 PERMIT FEE + ST.. SURCHARGE New$Ingle Famlty Residences On ❑ 1 BATH HOUSE$1.40.00 U 2 BATH HOUSE $19500 ' job /, U _ � V 0 3 BATH HOUSE$225 00 Address aws.. allFee includes all plumbing fixtures in the dwelling and the fieri 100 feet of water service, sanitary sewer and s!onn sewer. ;ae fees L•ekw ,, , FIXTURES QTY PRICE AMT S. I Irl j/ SC Sink 9.6 man w... w.— Lavatory 13.00 _ I Owner Tub or Tub/Shower Comb_, 9.00 cvH..i. ar Shower Only 9.00 i �� ]l Water Cioset _ 9.00 i Dishwasnei 9.00 a...,d.....a r.n.., LCic�vt-. Garhage Disposal 900 Occupant me" ph-10 Washing Machine 9.00 p " Floor Drain 9.00 «w n. Water Heater 900 6- W-74- Laundry Room Tray 9.00 .r.. Urinal _ 900 Other Fixtures (Specify) —9.05 M.".es... �u--� ph— 900 Contractor 900i 9.00 f •2.� �� 72— Sewer 1st 100' 30.00 0. To N. Sewer-ea. Addit 100' 25,00 t� (,a 5�4L "i'G 3� j I��'1 �1(� Water Service 1st 100' d 30.00 1 1 hereby acknowledge that I have read this application, that the Water Servire ea. Addit. 200 25.00 information given is correct, that I am the owner or authorized agent of the owner, that plans submitted are in cowpllarce vvith State laws, that Stcnn 8 Rain Drain 1st 100' 30.00 I am registered with the Construction Contracter's Eloard, that the Storm &Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State registration, pleese — give reason bel Mctiile Home Space 25.00 Back Flaw Prevention u Device or Anti-Pollutior. Device 9.00 fuo.... .z 4.e■b o•'• Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new O addition U alteration C re,)air Catch Basin 9.00 to be done residential O non-residential (rl Insp. of Exist. Plumbing 40.00/hr Specially Reques«d Inspections 40.00/hr Existing use of t Rain Drain, single family dwelling 30.00 building or property l Residential backgow prevention devices 15.00 Propoeed use of �— huilding or property — '(Circept residential backflow, prevention devices) NOTICE *Minimum Fee $28.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE CONSTRUCTION OR WuRK IS SUSPENDED OR ABANDONED / FOR A PEP!00 OF 180 Df YS AT ANY TIME AFTER WORK IS COMMENCED. PLAN REVIEW 25% OF SUBTOTAL TOTAL Special Conditions Date issued �J LL-G3 S by �F' e i Mike, Bldg. Inspector pity of Tigard This is a copy of the pumping of the septic tank at D!,rham School per your request. V Om Paul Millar Miller & Sons Contractors, Inc. i ;'i 0 C ALOHA SANITARY %..ERVICE P.O. BOX 309, SANDS, OREGON 97106 644-2797 / 648-6254 / 324-4343 / 639-5188 NAME �✓�i �2 �d/��S �d.�T ______-___ i ADDRESS / PHONE HOME WORK CHARGE El - PAID BY CHECK CASH VISA - DATE DRIVERr rAo -7 /077��i /4,14( AMOUNT — — REMARKS --- — TYPE OF TANK: STEEL / CONCRET�� / PI-AS'TIC I OTHER HORIZONT^,;_ / VERTICAL /CAE I OTTER SIZE OF TANK: 350 / 500 / 750 / 1000 I 1250 / 1500 LID LOCATION: INLET / OUTLET / MIDDLE / OTHER 7` P CONDITION OF TANK: GOOD / FAIR CPOOD FITTINGS: BAFFELS / CONCRETE / CAST IRON / PLASTIC NEEDS NEW LID ❑ SIZE GROUND COVER OVER TANK COMMENT ON CONDITION OF DRAINFIELD ETC. RECEIVED BY --- TOTAL -- 4 y y G CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMEN"" SEWER CONNECTION EMIT :3125 SW Hall Brvd.Tigard,Orogon 97223.6199 (503)639-41;1 PERMIT 1#.. .. .. ..PERMIT. . . : SWR95••-0030 cc'' 639-41-11 DATE ISSUED: 01/21/95 o u y(a dU✓ �/i/Yl �--t�C PARCEL: :'a 1 1 311 H- TirT 31110 II*L ADDRESS. . . : j#FA - - .AL • :3UHUIVISION. . . . : ZONING: LAL0CK. . . . . . . . . . : 1__O7. . . . . . . . . . . . . . 1_N,4NT NAME. . ..3A NO. . . . . . . . . . . i�IXTURE UNITS. . . 1156 CLASPS OF WORK. . . :NEW DWELL I NG UN I TS. . : 10 � TYPE OF USE. . . . . :ED NO. OF BUILDINGS: 1 I INSTALL TYPE. . . . 9I3U::.)Wk IMPEPV GURFNCL. . : : sf• Remarks: CONNECT ULU BUILDING AT DURHAM F_LtMENTARY TO SEWER. ScF'TIC. MUST BE PUMPED, i 1LLEU, AND I NSPL.0 TL[1. y: Owner': -___ ...___.__._________.___._______.______.____.___-- ..--- ._..__ FEES f TIGARU GCHOOL DISTRICT type amukcnt by diite r•ecpt 13137 SW PACIFIC HWY PRMf $ x';_000. 00 .TF 01/21/95 - INSP $ 4'.:,. 00 JF 01./cl/95 - I T IUARU UR khone #: c'ontr-ac:tors 1NTRAL TOR N0 1' ON FILE F- ______-.-_-_-------------------.-_---_-- PhoTne i#; TOTAL Req #— ------- . _______ REQU1REI) INSPECTIONS - .s Applicant agrees to comply with all the rules and regulations Sewer, Inspection of the Unified Sewage Agency. The permit expires 190 days froe wept it Tank Fill "e date iss,,ed. The t3tai amcunt pain will be forfeited if the n mit e'(Vires. The Agancy does not guarantee the accuracy of the side sewer- laterals. If the sewer is not located at the measurement r; given, the installer shall prospect 3 feet in all directions frog the distance given. If not so located, the installer shall nur•chase a "Tap and Side Sewer" Permit and the Agency will install a lateral. P a r^m i t t e e i y n a t l.t r p : (fM: Call for' inspection - 639-417 _i iI k aTd: , r i City of Tigard % PLUMBING PERMIT APPLICATION Planck/Rec. # ' J �✓ 13125 SW Hall Biv6 - Permit # 3 Tigard, OR 97223 �� 0z 511ab 15ivg q ts--bb3v (503) 639-4171 ,Lt �` `14�1�J"-' V L'3 'f MINIMUM $25.00 PERMIT FEE + ST. SU CHARGE mom•a m�.•,rrT«n New Single Family Residences Oniv ❑ ' BATH HOUSE$140.00 ❑ '2 BATH HOUSE$195.00 ,lob 0 3 BA'rH HOUSE$225.00 P.ddress cross. i► Fee includes all plumbing fixtures in the dwelling and the first 100 feet 6 P A/) OX x of water service, sanitary sewer and storm server. See fees below. N.m.�u n.Ar..mmmwrwm - FIXTURES QTY PRICE AMT Sink - 9.00 M..•.Aa"r �^^^• Lavatory _ _ 9,00 13132--Owner 1",4C11(2 c /JAO/Y Tub ar Tub/Shower Comb. 9.00 cwglr� Shovrar Only 9.00 IC•Altd C7/L 5/24 3 Water Closet 9.00 Dishwasher 9.00 Garbage Disposal 9.00 Occupant Ma"MS.. Ph«,A Washing Machine 9 00 _ Floor Drain 9.00 cA.ra«. zip Water Heater 9.00 Laundry Room Tray 9.00 -- N.- Urinal 9.00 Other Fixtures (Specify) 9.00 IA•r+p Aerw • 9.00 Contractor 9.00 �j at" rev 9.00 U Sewer 1st 100' 25.00 S m••�•a•tr•«M�• Ctr mmw T••"• Sewer -ea Addlt. 100' Water Service list 100' 30.00 1 hereby acknowledge that I have read this application, that the Water Service ea. Addlt. 200' 25.00 Information given is correct, that I am the owner or authorized agent of the owner, that planF submitted are in compliance with Stale laws, that Storm &Rain Drain 1st 100' 39.000 I 1 am registered with the Construction Contractor's Board, that the Storm &Rain Drain Addit. 100' 15.00 number given is correct. (If exempt from State registration, please give reason below.) Mobile Horne Space 25.00 Back Flow Prevention Device or Anti-Pollution Device 9.00 yr.nA.m.:.�.a•mm«m Dw. Any Trap or Waste Not Connected to a Fixture 9.00 Descrite work new U addition O alteration rep iir O Catch Basin 9.00 to he dome residential O non-residential Q Insp. of Exist. Plumbing 40.001hr Specialty Reques!ed Inspections 40.00/hr Exit Ing use of builJinq or property l`"��V _ Rain Drain, single family dwelling 30.00 Residential backflow prevention devices 15.00 Proposed use of building or propert'r C �✓ - .(Except residential backflow prevention devices) NOTICE 'Minimum Fee $25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 6%SURCHARGE CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. FLAN REVIEW 25% OF SUBTOTAL TOTAL Special Conditions A10 ue Date issued _ by NOV-22-1994 09:22 FROM TIGARD-TLP-ATIN SCH.DIST TO %923979 P.01 Iry Unit ft R Wrr Y 4 -� �IMI� 4 Z 1 � inch 7 At:- Comm 32 ' . i.•.._ _ e .46 I [l �w� �i�•ri+flw LJW. 54 a � � $7N6r uC www apfi �- ver e-. _ i _ udw �,.,,.� ��•r,F,�L.�,r�.�:�� _ -� Yew. �- �ed�... /3i 3 7 tr f#+�.�dL�..�.____— ow,�e.b,► ,e�1�0,�e�I, fhxoW EDU b v� Mm*sr s ft*"by»1 TOTAL P.01 L7, dii� p 'R' ' i _ .F y� ., :�,.�...,,.k.r• u.++r•+mow"' ^rM' ° M ,�� F i �r���YnYiw—.... .,. ... .... .. .... •..ri`?ry}�?:P.141�rF,\INHWII,,i.r.r .... ' r SELIG r' T ,EE / R1 DA Architects and Planners 213 sw Ash Street, Portland, Oregon 97204 Telephone:(503)224-0113 PRELIMINARY PLAN REVIEW CONFERENCE 11 AUGUST 1988 (PROJECT: DURHAM ELEMENTARY SCHOOL - TIGARD, OREGON ) � COMPLETED MASTER PLANS 54,823 SF BUILDING AREAS: A. CLA93ROOM PODS, KINDERGARTEN, IMC AND MULTI-PURPOSE 44,952 SF B. ARCADE AND GYM/MUSIC - 9,871 SF NO. OF STORIES: ONE OCCUPANCY CLASSIFICATION: 11-1 AND A-2 FIRE PROTECTION GRADING CLASSIFICATION: 3 TYPE OF CON3TRUCTION: 5N FOR E-1 AND 5-1 HR. FOR A-2 IN ATTFNDANCE: BRAD ROAST - r?GARD BUILDING DEPARTMENT GENE BIRCHILL - DEPUTY FIRE MARSHALL CHARLES SELIG AND XAVIER RUEDA - SELIG/LEE/RUA.DA ARCHITECTS The following items Were discussed and resolved as follu::v: 1. Reviewed master plan for 500 student school of approximately 54,823 of. 2. Phase One will be a starter school of approximately 23,681 of. 1 3. Reviewed site plan and location of proposed building master plan. a. Side yards 30' b. Rear yard 30" c. Front yard 3701 4. Allowable Area Increases: a. Three sides 506(a)2, Type 5-N sprinkled with 30 feet min. yards: 9100 x 1.25 x 3 - 34,125 of b. All sides 506(a)3, Type 5-N sprinkled with 30 feet min. ;Fords: 9100 x 1.5 x 3 - 40,950 of 5. Proposed master plan is comprised of the following (See Er-w3'yit A): a. Classrooms, IMC and Multi-Purpose 44,952 of b. Arcade and Gym/Music 9,871 of The Arcade and Gym/Music are separate buildings under Sec. 509. 6. Discussion was held on allowing area increase for separation on all sides (item 4b above). The maximum allowable area is 40,950 of. The actual building area :1 44,952 sf (9.12) over allowable. 7. Recommendation was made by Gene Birchill that the deficiency of allowable area could be reconciled by the following: 4. Install fire detection system throughout. b. Classroom Pods to be of 1 b.r. construction, C. Provide atmosphere separation at Classroom Pods. . ._ . r.;w.e 5^pr'a.;... r vnars.yp4+vri.a.4ltan.•,.a,., .,.. 8. A fully automatic sprinkler system will be provided for Type 5N construction and in lieu of a 2 hr. separation between Typa 5N and Type 5 one--hour construction.+, a 1 hr. separation wall will be provided and a fully automatic / sprinkler system will be installed throughout the building (with exception of the Gymnasium). 9. The Multi-Purpose Room, A-2 Type 1 hr., will have an open structural frame coiling as allowed by 602(x)3. cc: Gene Birch!U Brad Roast r E k 1 SELIG LEE / Rt,EDA Architects Mid Planners _'13 -w Asit I treer PortlaIld. Ore-ton 97204 Televihutte;r,503t 224-0173 40 12 October 1987 MEMO i Meeting Attendees: Bob Hunt - Deputy Fire Marshall Gene Birchill •- Deputy Fire Marshall / Tom Plescher - Tigard Building Department V Joanne sterby - Tualatin Building Deparment John W g - Tualatin Building Department From: Xavier E. Rued L'{'i1 e Ge. RE: OkIDGEPORT ARID WOODWARD ELEMENTARY SCHOOLS �< PLAN REVT. w Co" CE Attacked are the min er of our Plan Review of 8 October 1987. Pleabe review and if nit as you tie rd, please advise. Them ;au for your ime and effort, meeting Was productive. 1 Distribution: ' Bob Hunt Gene Birchill Tom Plescher .Joanne Osterby John Wong i csl I :ZY r'►' t^'r'""w'M1mr``Yn6 fT•E' •,..p. a. w w .. .,p,.■{,sa .f.yM' A..•�y�..� ".�.y��rMx jy y .... A A. i PLAN REVIEW CONFERENCE OCTOBER B. 1987 PROJECT: BRIDGEPORT ELEMENTARY SCHOOL TUALATIN, OR. AND MARY WOODWARD ELEMENTARY S0100L, 7IGARD, OR. BiJILDING AREA: COMPLETION OF MASTER PLAN OF 6.'. ,000 SF NO. OF STORIES: ONE OCCUPANCY CLASSIFICATION: E-1 AND A.2 TYPE OF CONSTRUCTION: SN AND S 1-HR FIRE PROTECTION GRADING CLASSIFICATION: 3 SPECIAL. FEATURES: AUTOMATIC FIRE SFPINKLER SYSTEM 'ROTECTION ATTENDING MEETING: BOH HUNT - DEPUTY F.M. GENE BIRCHILL - DEPUTY F.M. TOM PLESCHER - TIGARD BUILDING DEPARTMENT JOANNE OSTERBY - TUALATIN BUILDING DEPARTMENT JOHN WONG - TUALATIN BUILDING DEPARTMENT ! CHUCK SEL?G - SELIG/LEE/RUEDA ARCHITECTS X .E. RUEDA - SELIG/L.EE/RUEDA ARCHITECTS THE FOL.LCWI,NG ITEMS WERE DISCUSSED AND RESOLVED OR UNRESOLVED AS FOLLOW!;: 1 . CISCU39ED DEFINITION OF CORRIDOR ACCORDING TO WEBSTER. � LONG NARROW ROOM. DISCUSSED ROOM ACCORDING TO CODE. 2. DISCUSSED EXITING THROUGH OTHER ROOMS AS DEFINED IN GROUP E OCCUPANCY. 3�. IT WAS DECIDED THAT THE INTERIOR CLASSROOMS WOULD BE I PROVIDED WITH A SECOND MEANS OF EGRESS. SEE ATTACHED DRAWING FOR 10 CLRM POD. AT 6 CLRM POD CLRM 609 A SECOND MEANT OF EGRESS WILL ALSO BE PROVIDED. 4. PANIC HARDWARE WILL BE INSTALLED AT THE EXTERIOR DOORS OF CLASSROOMS 1001 , 1002, 1003 AND 1004 . 9. EXISTING DOORS FROM THE MULTI-PURPOSE ROOM TO THE ARCADE ARE TO BE REPLACED WITH 20 MIN DOORS AND EXISTING SIDELIGHTS ARE TO BE REPLACED WITH WIRE GLASS. (CONTACTED GENE BIRCNILL 10/9/97 IF EXISTING HM FRAMES COULD BE REUSED. BENI. INDICATED THAT ;HEY COULD REMAIN. 1 1 END OF I I NUTES r A C t .....,.r..YMM^A'NYMYcwzA r':.,ryyM AWY,.. ;.:.:,..... .r..vY.Y...,,..r: w........... ,...y•s � ,.r. Tlo, rq e,�rr..., p '1rti+r.�..y•,.rs..�,• y •rMi'� ',.- ,,,,. .. ,..y .r •RhC, �yr•,�w r�y.t" • Ar p rY�q�ll+wr+,�• rs'' ?n"#'" �?��: L i..:,y�ci �:. -, +Sv:. ..-. :U7L�Mr"�"yt.. +�1�'�l!�r�.�`-ti� f.,.n'n:: i' iF _�rc. il• i i aP, ptlp�oc►�. A IUM 1 �13 1 i J two GL�1 101 LAI r*w nr-1 D �t'o*T VAS 10 rt:):p p"I r eVftr1_ r.{.AW- I& (41 ADPITIOWAI, ' F-a66,W2114,0116 _g' a �l /1 1, V sf;.5 SELIG / LEE i RUEDA Architects and Planners 213 ;zv A.;h Street, i"Ortimid, 0•.,yro►t 97204 Telennone:f5u3i 224-0,73 • 1 October 1987 MEMO TM Bob Hunt - Deputy Fire Marshall, Tualatin Bob Ray - Fire Prevention Officer, Washington County �.-Brad Roast - Tigard Building Department 1 Joanne Osterby - Tualatin 8uildinS Department Z BRIDGEPORT ELEMENTARY SCHOOL - Tt4LATIN, OREGON MARY WOODWARD ELEMENTARY SCHOOL < TIGARD, OREGON By: Xavier E. ueda I, To aid you your pl.6as review, attached are the minutes of the Preliminary Plan Review Conferentr, of 12 August 1987. Please feel free to call with any questions. col i I I i f E a �l •"C:r _s V tlS .-r _ ?, 1 S�LIG LEE RUE17-A �I'tilltc'i!� ►llic� �f�111iI1'l;� 1.. .. 13 August 198: DISTRIBITTT04: Brad Roast I ,r Joanne Oster)y Bob Hunt p Building Division Supervisor Bob Ray 18880 SW Martisazzi Ave. Joanne Osterby P.O. Bo: 3691 Bud Hillman Tualatin, OR 97062-0369 RE: CODE REVIEW FOR BRIDGEPORT AND WOODWARD ELEMENTARY S {OOLS Pear Joanne, Enclosed are the minutes of tL•e code review held on August 12, 1987 for the above referenced project. Please identify any items which may be different from what is Indicated. ' Also enclosed are 16th Inch f our plans for each school and 1/8th inch floor plans showing square footage of the interior classrooms, In the 10 classroom pod, classrooms t005, 1007, 1008, and 1011 do not have .an occupant load of more than 50 and therefore do not reassure a second exit door. In the 6 classroom pod, classroom 605 Us an occupant load of 50.5. Rather than going through the gymnastics of oo�rlug a partition 6" to reduce the square footage so that the occupant load io reduced by .5, we would like to have your concurrence that 50.5 occupant load will not require a second exit door from classroom 605. Respectfully submitted, { Xavier Rueda Enclosure lcd 1 i 1: 7 I d" ... V. . M,.;'"F :y �'-:.r•, r`""r1r•,.+,.. tr..w—.a•+•^•,wx-,fr•9• .� Trt .. .•.rf ..,p„rt +w .N,x aw+, ...fMrv" ' 44�0, s. 1 FZ I PRELIMINARY PLAN F.EVI!'W CONFEFENCE AUGUST 12 1°16? PROJECT: BRIDGEPORT ELEMENTARY 3CH00L TUALATIN, OR. AND MAFY WOODWARD ELEMEN•iAF.Y SCHOOL, TIGAF.D, OR. BUILDING AF•EA: COMPLETION OF MASTER FLAN OF 61.000 3F NO. OF STORIES: ONE CrCUPANCY CLASSIFICATION: E-1 AND A.2 • TYFE OF CONSTRUCTION: SN AND 5 1-HR FIRE PROTECTION GRADING CLASSIFICATION: 3 SPECIAL FEATUFESs AUTOMATIC FIFE SPR.INKL-Er SYSTEM PROTIECTION ATTENDING MEETING: r + BOB HUNT - DEPUTY F.M. BOB RAY - FIRE PREVENTION OFFICER BRAD ROAST - TIGARD BUILDING DEPARTMENT JOANNE OSTERBY - TUALATIN BUILDING DEPARTMENT JOHN WONG - TUALATIN BUILDING DEPARTMENT BUD HILLMAN - TIGARD SCHOOL DISTRICT CHUCK SELIG - SELIG/LEE/P.U'EDA ARCHITECTED X.E. RUEDA - SELIG/LEE/RUEDA ARCHITECT!; THE FOLLOWING ITEMS WERE DISCUSSED AND RESOLVED OR UNRESOLVED AS FOLLOWS: II ;. REVIEWED MASTER PLAN FOR 600 STUDENT SCHO0'L OF APPROXIMATELY 61.000 SF. MASTER PLAN IS A REPEAT OF EXISTING EDWARD BYROM ELEMENTPRY SCHOOL. .:N 1UALATIN WITH +OME MINOR. MODIFICATIONS. ` t 2. -_BRIDGEPOR.T ADDITIONS WILL INCLUDE A 10 CLASSROOM POD AND *. GYMNASIUM/MUSIC BUILDING CONNECTED TO THE EXISTING STARTER SCHOOL BY AN "ARCADE". 3. WOODWARD ADDITIONS WILL INCLUDE A 6 CLASSROOM POD, 10 j CLASSAbdR POD APD GYMNAGIUM/MU^DIC BUILDING CONNECTED TO THE EXISTING STARTER. SCHOOL BY AN "ARCADE". 4. ADDITIONS WILL BE TYPE 5N CONSTRUCTION FOR THE CLASSROOM i PODS AND TYPF. 5-1HR FOR THE ARCADE AND THE GYM/MUSIC BUILDING. 5. A FULLY AUTOMATIC SFPI NKLER SYSTEM WILL BE PROVIDED FGF: TYPE 5N CONSTRUCTION AND THE TYPE 5-1HR CONSTRUCTION WITH THE EXCEPTION OF THE GYMNASIUM. ; S. MAXIMUM ALLOWABLE AREA =OF: CCMMON ATMOSPHERE IN FIRE ' PF.OTECTION :LASSIFICATION OF CLASS " WITH A SFFINKLEK 3YSTEM IS 41.O01', 3F. THE AREA OF THE =XISTING TYPE 5N CONSTRUCTION I AND THE AREA JF THE NEW -YFE `N ADDITIONS IS AFFFOXIMATZLY 41. 48! 3F AT WOODWARD AND 4=.'S5 3F AT BRIDGEFOPT. ALTHOUGH NO rTMOEFwEFE =EFAF.ATION :_ CEuUIFED INTO THE --L"Sm-r00M FCCS. IT WAS AGREED THAT THE iNSTAL-ATION OF 2n °'1I"J. :)OOPS MOULD PFOVICE 40CEL FIFE 3AF_T'i. �.,. *yam►„� ,�,,. ra�,:.+*••�„*. • SELIG / LEE / RUEDA, Architects and P'anners 213 stv Ash Street, Portland, Oreg(m 97104 1 EXHIBIT 'B' Telehhrine:(503)224-01/3 l Mr. David Scott Tigard Building Depam-rent Tigard, City Hall 13125 SW Hall Blvd. Tigard, OR 97223 RL: DURHAIN ADDITIONS PLAINS REVIEW PC 10-7C BUP95- 0422 Dear Mr. Scott: In accordance with ;'CCS, sections 105 and 106, we submit this proposal for allowing the existing mechanicc,l pe!ithouse to remain as originc-Ily constructed. i a. BACKGROUND OF MASTER PLAN: In 1978 a Master Plan for a 500 student elementary school was designed for the Tigard-Tualatin school Distric'. This master plan was used for two starter } schools. One for ?25 students in Tigard - Mary Woodward Elementary, and f the other for 350 students in Tualatin - Edward Byrom Elementary. Before r construction was completed at Edward Byi am another Bond was passed to complete Byrom .is a 600 student school. In 1981, a third starter school using the same Master Plan wa:', constructed in Tualatin, Edward Bridgeport Elementary. In 1987, Mary Woodward and Edward Byrom starter schools were completed to the 600 student Master Plan. This background is importer it because the design of the Master Plan departed from the traditior al "corridor” design to the "pod" design. Attached are minutes from preliminary plans reviews for the completion of Bridgeport and Mary Woodward. "EXHIBITS 'D'. i b. BACKGROUN OF DURHAM MASTER PLAN: Construction of Phase 1 for Durham Elementary began in 1988. The design and plans review wins based on the 500 student Master Plan used for Mary Woodward in Tigard cnd Edward Byrom and Bridgeport in Tualatin. Due to site limitations, the blaster Plan when complsted would be 9.1%over area. This deficiency was permitted with stipulations idenffied in EXFIBIT 'C', Item 7. Since 1988, the District has chc.nged elementary school popu'otions from 500 to 600 students. The original Master Plan for this site was revised to { accommodate this chang a, an,•�. !��1.'rY,Mt.��������li�°n�';eFt"',"x�r.A"it1MC(b , 1W w A C. PROBLEM: The increase in school size for this site was well beyond the 9.1 that was approved in 1988. The building would now require 2 hour separation wall(s) or change the type of construction. After much disci scion with Jim Funk, it was decided that changing the type of construction would be preferable. d. DEFICIENCIES: Two deficiencies in the existing building were identified when upgrading to type 1 hour. i 1. IMC (Library] has exposed ceiling structure. The IMC was reclassified as Type "A" occupancy to allow the exposed structure and the existing exits from the library we protected as "corridors." 2. While the existing classroom pod was constructed one hour in the interior, the mechaniccl penthouse above the classroom pod was not constructed one hour The interior walls of the penthouse are 1 hour but the roof and exterior finish are not. Because of the existing duct work, it would not be possible to protect the rafters witho--+ dismantling the existing ducts. E. PROPOSAL: Gene Birchill suggested that we apply a parallel t: SEC 3601 to permit existing construction. SEC 3601 (a): Penthouse does not exceed 12 feet abo�a the roof. •, SEC 2601 (b): The aggregate area is less than 33%of pod below (5%). I SEC 3601 (d) Exception 3: "Enclosures housing only mechanical eq;,'Pment f� a' and located at least 20 feet from adjacent property lines may be of 1 unprotected non-combustible construction." This excption was written for buildings constructed of non-combustible construction and the parallel would be to allow the some ex _eption for combustible construction. The 4- penthouse is 80 feet from nearest property line. If a fire was to start in the mechanical room, Gene stated that he would prefer the fire blew out the roof rather than be contained in the building. In addition, the mechanical room is sprinklesed, detected and has one hour separation from spaces below. In conclusir.)n, we request the existing penthrose construction be permitted to remain as constructed, as it does not create a life safety hazard and the cost to upgrade would be significant. Sincerely Xuviet Rueda XER/ em I I r �4 ;11 /1 V01 S.E.3RD AVENUE •PORTLAND,OREGON 91214 .(503)238-57(C 850 CONGEF •EUGENE,OREGON 97405'" •(503)883-9333 �yi�7 y 2600 AIRPORT WAY,SOUTH•SEATTLE,WASHINGTON 98134•(206)340-4300 i CERTIFICATION -r: STALLAI-ION/INSPECTION Customer Narna ,(. 11k�--�#���-'�-'--�f-��'-��—� — ---- Address _.____- „�ZZ' SYSTEM Model(")end serial numbers -� ) G' Number of nozzlos and Part No. �1� 1' f%f�Y/� f- /[ �i (_ �'•1 Number of deteclor(s) and degree ratings Energy shut-off d?vices — tyoe and size Other accessory equipment provided (pull station, electric switches, etc.) �. COOKING/VENTILATING EQUIPMENT Number of duct(s) and size �� ��[z Hood size and pienum size�� f /r'��✓� _ _f j Cooking Appliances and size r.f cooking surface. (NOTE: List appliances from left to right and indicate those being protected.) 2. 3 -- -- -- — 6 F TO BE COMPLETED BY INSTALLER I I YES NO The fire suppression system is installed in accordance TO BE COMPLETED BY CUSTOMER with the manufacturer's instructions, NFPA Stand �d 96 and 17 (current issue), and all applicable state urid local codes. Exceptions to other provisions of NFPA 96 1°a-'f'ES NO that were observed are noted below. understand that it is the recommendation of ANSUL Exceptions: _- and of the National File Protection Association Standard 96 and 17 that the fire suppression ,ystem be inspected and maintained every 6 months to ensure continued efficiency and reliability and that failure to -- - -- ----- -- do so may result in failure of the system to operate properly. --- — -- --- ------ --- CUSTOMER NAME AND TITLE (l YES I ; NO -- ------ — ---- —--- Ail electrical work or worn SIGNATURE �,c�:ided by others to complete this system ins,allation has been completed. DATE INSTALLER NAME OF " +7 SIGNATURE zN DISTRIBUTOR ADDRESS DATE ' . T r 1 ALJJ S: eoi m 4a SYSYEMS System Controls 1. To reduce mechanical cooling during mild and cool weather, each far,system over 3,000 cfm and 90,000 Btu/h cooling capacity shall have an air or Nater economizer system . The economizer controls shall be 'See Section integrated so that mechanical cooling and economizer tooting can operate at the same time. 5304(a)I for more 4( Yes,all of the above is true. information. eSee Section Otherwise,check one or more boxes to indicate the exception: .5304(a)4 for more 0 The outdoor air is of pore quality and requires extensive treatment. ' • information. J Humidification or dehumidification uses more energy then is saved by outdoor air cooling. U Cooling with outdoor air affects the operation of other systems increasing the overall energy I consumption of the building. O Thin building uses heat recovery or some other energy recovery system. 2. The system controls automatically set hack the temperature or shut down equipment during unoccupied periods or periods of alternate uses of the space. j b `r'es,all of the above is true. i 3. To prevent simultaneous heating and cooling in the same space, temperature and humidity controls shall sequence the supply of zone cooling and heating°. eYes,all of the above is true. Otherwise,cher:k one or more boxes to indicate the exception: Q In zones with Variable Air Volume (VAV)systems,the zone controls limit the volume of supply air before reheating, retooling or mixing hnt and cold air streams as per Section 5304(a)4• J In zones with special pressurization or cross-contamination concerns, the zone controls automatically reset supply ar temperatures to reduce the inefficiency of simultaneous heating and cooling. t ,t At least'750,10 i540 of the energy for reheating or for providing warm air in mixing systems is provided from a site-recovered or on-site solar energy source. U Zones require specific humidity levels, such as computer rooms and museums. Z) Zones have peak supply air flows of 300 cfm or less. Miscella- 4. The ductwork has insulation according to Table 4a. neous � � Yes, all of the above is true. 5. The piping has insulation according to Table 4c. Yes,al al of the above is true. 6. The hot water system prevents flow over 3 gpm for showers and 0.5 gpm for lavatories; and limits outlet te- lures to 110 IF for lavatories. Z, alp of the above is true. t��1 Forms 4-1 •w+,,,..,.p. +..w.••g�•.,x.:. .K oiwr 7T_..,,. , y.., :.,..:.*w .,. ..vW'*.. ..., ... �v•_«..... ,..,.�r+•w•�...•. F, ..,•swwn.w.wxen�rMMM�avnrn...n, ..,.... .- _........ .....w,.mow.,»..a. -.....Y.. instruction: Form 4a SYSTEMS System 1. To reduce mechanical cooling during mild and cool weather, each fan system over 3,000 cfm and 90,000 Controls Btu/h cooling capacity shall have an air or water economizer system'.The economizer controls shall be 'See Section integrated so that mechanical cooling and economizer cooling can operate at the same time. _ 5304(a)l for more Yes, all of the above is true. information. Otherwise,check one or mole boxes to indicatq the exception: bSee Section 5304(x)4 for more U The outdoor air is of pow quality and requires extensive treatment. r Information. ❑ Humidification or dehumidification uses more energy then is saved by outdoor air cooling. I U Cc(ling with outdoor air effects the operation of other systems increasing the overall energy cor sumption of the budding. U Th( building uses heat recovery or some other energy recovery system. 2. The systern co otrels automatic3lly set back the temperature or shut down equipment during unoccupied periods or periods of alternate uses of the Epace. We Yes,all of the above is true. 3. To prevent simultanecus heating and cooling in the same space,temperature and humidity controls shall sequence the supply of zone cooling and heating°. Yes,all of the above is true. Otherwise,check one or more boxes to indicate the exception: U In zones with Variable Air Volume(VAV)systems, the zone controls limit the volume of supply air before reheating, recooling or mixing hot and cold air streams as per Section 5304(x)4. U In zones with special pressurization or cross-contamination concerns,the zone controls automatically reset supply air temperatures to reduce the inefficiency of simultaneous heating and cooling. 1 U At least 750%of the energy for reheating or for providing warm air in mixing systems is provided from a site-recovered or on-site solar energy source. U Zones re('-.,ire specific humidity levels,such as computer rooms and museums. U Zones have peak supply air flows of 300 cfm or less. Line 1 - Economizer Control A"Water Economizer"system circulates !iquid An"air economizer"is a system that uses that transfers space heat directly or indirectly outdoor air for cooling. The basic air econo- to a heat rejection device such as a cooling mizer consists of a set of dampers on the tower without the use of a refrigeration system. return air and outdoor air intakes. An econo- Most manufacturers of package air condition- mi2e r operates when the outdoor air tempera- E-s offer air economizers as optional equip- ture is at or less than the desired supply air merit. The equipment schedule or specification temperature.The dampers automatically will specify the optional economizer controls modulate to mix outdoor and return air so that Sometimes control contractors build the air the mixed temperature is equal to the required economizer system. In this :ase, the control supply air temperature. When cooling with plans and specifications will specify the outdoor air is not enough, the system adds components of the economizer controls. Either mechanical cooling to the mixed air to — Fain way, the economizer controls must be capable the desired supply air temperature. of operating the mechanical cooling and economizer cooling at the same time. 4.2 Chapter 4 System lt," rt r p. Worksheet 4a UNITARY AIR CONDITIONER--AIR COOLED -----7------- - b -------- --,c) 1� (d) (e) I Proposed _ (3) ( ) _--� Equipment Exclude package Proposed terminal air Cooling -- Compliance f conditioners and Equip. Model Capacity EER Schedule' room air conditit n- ID Designation (Btu/h) SEER (95°F db) (A-E) If the unit is a split A-e- V�_ system,incluoe the model number for both-tWe condensing unit C�)-7 e TTA and coil in the -$ r1 Q A model designation. _ Enter the letter from the table J� below --- f 1. Does the proposed equipment meet the required equipment efficiency'? Enter"Y"it true. 2. Check boxes to tn-dicate the source of information. O ARI Unitary Directory, Section AC (Enter the page number) f ❑ ARI Applied Products Directory,Section ULE(Enter the page number) Product data(Attach data furnished by the equipment supplier) I` Required �— Cooling Capacity(Btulh) Minimum Performance Equipment Efficiency Compliance Equipment But not EER 1 For single phase Schedule Type Over-- over— SEER (95°F db) units over 6.5&fbh -�- —---- -- - copacirv, :se Single Phase, p 65,000 9.7 ---- Schedule C or D A Single Package Single i'�,tea, g 0 65,000 10.0 - -- Split System 65,000 9.5 Threeee Phase, 0 C Ph a 65,000 135,000 8.9 135,000 760,000 6.5 Hea,ing Section 760,000 ---- � 8.2 Three Phase, 0 65,000 - 9.5 65,000 135,000 8.9 D with a 135,000 760,000 83 Heating Section 760,000 ---- 8.0 L—E Conder,.,ing Unit Only 135,000 �-- ----T J 9.9 (+93) Worksheets 4-7 I i „t Mvy 4 Geneira ,Vr = r► ter, �.,:, ► , .. Data r s fowl r ----- .• I I�Cn Table 6.1 -General Data-20.120 Ton Cundeneing Units Nominallbnnege 23 25 30 40 1 50 60 80 100 120 Model Number RAI'C-C20 RAUC-C25 RAUC-C30 RAUC-0401 RAUC-050 RAUC-C60 RAUC-C80 RAUC-010 RAUC-D12 Compressor Dau - �� --- ---- Type Scroll Scroll Scroll Scroll Scroll Scroll Model R Model R Model P. Mandolded Sets Semi-Hermetic Semi Hermetic Semi-Hermetic Circuit 01 10T+lOT 1OT+15T 15T+15T 10T+10T 10T+15T 15T+1ST 40T 50T SOT Circuit/2 WA WA WA 10T+101' 10T+15T 15T+15T 40T SOT SOT AW I 4 Unto Capacity Steps(5S) 100.50 10047 100-50 100-75-50-75 100.80.60.30 100-75.5025 No Control b VAV Option 100-75-50-25 130-67-50-33 100.67-5033 F-VP Option 10075.1,025 100483-67- 1008367- 5033.16 5033-16 C�rtde- en Deta-_ -- Ouentity/Fan Dia./Type 2.26"/Prrp. 3/16"/Prop 3/26"/Prop. 426"/Prop. 626"/Prop. 6.d"/Prop. 826"/Prop. 12/16"/Prop. 12!16"/Prop. Fan Drive Typ3 Direct Direct Direr Direct Direct Direct Direct Diroct Direct No.of MotorslHp Each 2/1.0 3/1.0 3/1.0 411.0 6x1.0 6/1.0 a/1.0 12/1.0 17,11.0 i _Nominal Total Cfm 14000 18300 20900__ 28200 35600 40800 49600 66801 76000 Condenser Coll Dab Number of Coils/Size(inches) 1/63x71 117101 1/4501 2165x70 2151x96 2/66x96 4/65x7C 4/51x96 4/66x9f 1/49x71 Fere Area(Sq.Ft.) 31.0 35,0 46.1 63.2 67.1 88.0 126.4 134.: 176,0 Hows/Fins Pet Ft. 3/168 3/156 31168 3/168 3/156 31168 3/168 3/156 3/168 Condenser Storage Capacity 67 75 96 136 142 164 277 294 368 r. L.. I bs)(2) - - - Refrigerant Data No.Refrigerant Circuits 1 1 1 2 2 2. 2 2 2 Refrigerant Type R-22 R-22 R-27 R-22 R-22 R-22 R-22 R-22 R-22 "' Refrigerant Operating Charge 28 31 40 58 62 90 116 124 160 (Lbs!(1 _ _ Minimum Outdoor Air Temperature For Mechanical Cooling - Standard Ambient Operating 40115 40115 40115 40115 40-115 40115 40.115 40115 40-115 Range IF) Low Ambient Option(F) 0 0 0 0 0 0 0 0 0 Notes: ^� 1 Operating chs go is approximate for condensing unit only,and does not include charge for low side or interconnecting GMs, t„ 2.Condenser Alm"opacity is given at conditions of 95 F outdoor temperature,and 95%lull. Table 6.2-Evaporator Chillers-20=120 Tons n No,ninal Tonnage t 2025 30 40 50 60 80 100' 120 1 No.Of Circuits 1/ 1 . 1 2 2 2 2 /2 2 J j VolumeSiiell(Gag(1) 611.7 10.7 18.3 13.8 21.0 .18.5 � 43.1•' 36.0 47.9', Tube Pull(In.)12) 73 73 74 74 96 96 95 95 Refrigerant Opreroting Charge 8 a 10 12 16 '20 24,/f 6.8 33.4 40.4 `(Lbs)(3) Nater v 1.SMII vd,ane is la waterside only 2.Tube pun given is length of the evaponsror. 3.Oporsting ch4rW is approximate and for the evaporator chiller only, Table 5-3-EER Data Condensing Unit Only(1) Net Total Unit Condenser Fan Condensing Unit Nominal Model Capacity Compressor KW Control Tonnage Number _ (MBH) - KW Each/Total KW Total KW EER 20 /AUC-C20 _239 20.1 0.911.8 _0.25 _ 22.2 10.8 25 ' RAUC-C25 i312r LI ''•"f:r 26.0 0.92.7 0.25 29.0 10.8 30 RAUC-C30 374 _ 31.2 0.92.7 _ 0.25 34.2 10.9 40 /AUC-C40 r 505 -, - n 40.2 �- 0.913.6 0.40 44.2 11.4 50 RA UC-050 621 52.4 0.9/5.4 0.40 58.2 _ 10,7 _ - 60 - RAUC•C60 744 62.8 0.9/5.4 0.40 68.0_ _10.8 80 /AUC-C80 1049 _ 91.6 0.917.2 0.50 99.3 10.8 100 RAUC-010 _ 1337 109.0 _ 0.9/10.8 0.50 120.3 120 - /AUC-D12- 1633 133.8 0.9/10.8 0.50 145.1 11.3 #' Notes: - 1.Condensing unit only ratings are per ARI 365.Full load ratings we at 95 F entering air temperature,and refrigerant otxdliiora entering the eonden"unit of 45 F sets vated and eC F actual -•.;;` tampersturs.Part bed maps ere at 90 F motor 19 Air ternmraturs and refrigerant conditions entenng the coixfensing unit of So F saturated suctlorn and e5 F school temperature.Fra use of 200030 volt unit in 230 volt applications kvae,9e capacity ming by 1-A,increase power by 1.5%and decrease effcierxy by 155.All opacity,kw and EER figures are at conditions of 45 F sahaatad auction Isr"Pentura at the Compressor And 95 F arnbient �• �4 i A g *. ( li J 1� /y 1N. �b' ��a����a��it>v�wr�►�wa�► Split .,yste:►WA Gomlinq /# -C� ` 21/2, 3,31k, 4, 5,5 Tien TTA-- SF't,rt System Coling Refer to TTA;D 2 or Z' 141-07 .�krtical uptbva cx5culanser disefle .1e 4, Spine FinTM at1 aluminum carldenset ' ' -±•' b •SEER'tt in 1hB J 00-Fv- a trarlbior for high effidw-fry to . t •©rnaed rtt iq!rant lrPjng cooner1i 7n: •,Or reduce Anergy tns<ernption M,,I: •tions T!ar'9 pimatt'",cx>tT1p�. rrwder paint for gapwior T Uni� !orw)kx hif h reliability and kno,life aNp and wea4Mx Psotettwn 1, •ARI 71 r3r271 certification of capes tY ` •Sir+ffb side rrerviclr atr:ets arxl y!r`a rv4rx a r .nt •Factrxy installed refriQararlt drier to sirs.- •to c:xtit;rd to rnee'.t inalePe increase reliability ager"CY(>. ifirnlion �- Tafrla Z{.1- MCA Three floss - -- - p�nralore hU t 230Ma0 P me+`uPOY zw-g C-Pew H x W x -�2�iW Una � r--- - hI- 161 1&]11A - Tgro Madd tta - �pOD 26 x is x•2a.w. 190 -15979-- 2rJ1� 2th.-. 1T A C4A 96000 25 x 28:(25. 33 x 28 x 25 211 17.5IB.9 - 30x15 TTmrAM lC4-A 20tY7.T034J0 .�� 211 2OM-4 30n5 -3y, jjAWC3AGt-A- 480/.1180 mom 33 x 28 x 25 75a 252/13.2 ,gyp a TTAM8C3A C4-A Cr � p 41 x 33 x 29 a54 -_- 1j1�_y 51 .0 5 TTA000C3-A C4.A -2�0 5 x 39 x 3S _ 6 TTAia72C3ACAA _ ;7 , 10, 121/2, 15, 20 To" A — Split System Cooling .� enamel-weather rrslst7xnt fir Mh Refer fd�TA-(311 .2.2-1349-U8 •Plate typo elumintsn firNcopper enhanced tube condenser heat tr311 . •S le side service t1c c? for reduced 1rx high efficiency,to rstllrCe rw5nrgy a'a>tenat•a cost a' a,:Iory installed refrigerant drier to •EER up to g.3 conslrmptlon increme reliability •Single retngemn Cffruhs available ort •Rra7erd refrigerant piping connections to 7%and 10 ton sizes ..�°i" •Service valves with presSsUe taps � l •[1Uaf refrigerant dreuits eva)able on 10, ' i U� '' �p-- -:n_- I 1211, 15 Rfvi 20 tor.sizes to orrrndc ,v • �. ! capacity rn x*AWinn rY •Utilizes Tr9ne onrnprWsortsl for High ` a. l reliability and long We < * •Aftl 1101270 certffiication assures z cspK*y and per*y-, vice •''•• ' •Ul-listed and CSA txlrtificd to lnect l independent agency certification • TTA 180,240 •Vertical upflow cnnden9er discharge TTA090,120/ Table 532-Sinv%Cornprossor-Odyssey - Mt'A ►Aar rum - ---_-- — (ortta+�\ f3meniare 04 --- rb,�e SuPPrtl -- Umt {lanai yt� tt x W x L 911 i 2304e11575 _ _230± OJ'7 Taa_Mod!�kL - y_T bea,"F1z_,-_ EEP ��'•t'1,0m 396 36.1/tFt?1146 13J130RL 754 TTA(><1(IA3.A�,AW 700270/.4'60 91,000 \39 x 34 x 41 9 124000x 38 x 51 470 561YM/120A tOMer35 10 TTA120M AA,AN 460x360 \ i11bM 23,-sing0a Unlwdin9 Comftreautt Odyssey - fMorrx•c• 0 �^�":vv O^•let-81- .6 +)Unit P�'SUmiy M x x L-, y ��'�pip. a ---EE_R_�301} —Ce 1 1 - 394 x 88 820 a4.t137tY19Z 125IBOrEf7 15 TTA1804't.Gr,G1N �23r7V3� 90 — — .- -- -_4x575131.._- --- --- Table 23.4-Duaf Co MMW- dysseY - oirrts. Nn1 w Lb•L \\ - N4e<Fwe— ' 'SuPOY F4alarrnance Coo6n9 H x W x L 11%ir ?30r46(1fa75 23p14a01675 Tom_Model No. tclRvselNr-- EER L 1��L�_ 39 x 38 x Sl 51e 4R1/7C9(1aB �A5r15 10 TTA12e'1a 84.caw 208 23W3n 9.3 122.000 555x77 sR 7cYAW 9.3 152 000 39 x 38 x 51 fta6 124, TTA15093.FW RW 4ty0/y50 93 185.000 39 x 34 x 98 789 640v32D2S 80NtFd3t+ 15 TTA18093.144 9w a�rAmc e5 z_Ipw- 45 x 44 x 94_-: _ ._951 97.87161/28.5 �}rTS IV16 21 rM�drrra`ea. — J 23 I. y'. ICBG Evaluation Service, Inc . ' A subsidiary corporation of the International Conference of BuI!ding Off IdaIs � rY EVALUATION REPORT Rtaport No.PFC-4354 Hp.s„�...w,,..,W. . September. 1989 Filing CstsM:DESIGN-'-Wood TJI1 JOISTS AND OPEN WEB TRESSES In residential floor construction torjoisrs used a multipie-span member. TRUS JOISTCORPORATION 1:Inches or less in depth.the shear resistance may be Increased 10 percent 9777 WEST CHI',DEN BOULEI'A RD The top flanges of all TJI joists must be laterally supported at least every POST OFFICE BOX fi0 :a inches.escept that 18 Inches Is required for the TJI 25 joist w ith sawhern pine flantes. Joist ends must be restrained to prevent rollover as b% dig- j 1 BOISE,IDAHO 83707 phragm sheathing attached to the top flange and to an end wall ora shear transfer panel capable of transternne the larger of SO pounds per runt or the I.Subject: TJI t.Joists end Open Web Trusses required shear force due to wind or seismic conditions. Blocking or II Description:A.TJI Joists: I General:The TJI oW is a diel w rift crossbracma w uh equ+valent strentth mzs be used.0ndama is not squired P 1 J In T11 floor and roof joist applications wood flanges and wets.Various comC,nations of flange and web materials I Rmidentfal TJI Joists: The residential TJI joist is a joist with wlrxl are noted in Table No. I The top and t.ottom flanges are placed to create flanges and wets az described in Table No IV and is identical to those either a constant depth joist(paralleli cr a constantly varying depth joist described above (single taper) Thl:wcb hurt joints are either square butt or serrated.as required by the MICRO - LAM headers and beams are vertically Iuminaied %enter spK he manufactunng standard of the Trus Joist Corporation. The web- material l',inches thick complying with Grade_,OE When nw)re than tint I cornection is made by inserting the web into a groove in the center of thickness is required.the members are attached w rift two n.ws of Ili peon. the face of the flange member common nails spaced 1.,inches oat center. .. Fsbricsitlon Procedure: The TJI joist is produced in a continuous A more detailed de,cnption of MICRO - LAM lumber is provided in fabrication pracss. The flange and web members are fed into a machine Report No NER-126. which assembles thea:.into the finished product.The TJI joist is cut to the Design- iTe residential TJI joist ordst be used in accordance with the desired length as it leaves the assembly machine and is stacked in a con- "Refemece Guide."polies 12 throi.gh 2rt attached.or designed in accord- "i,•,,, it led environment to allow the adhesive to cure. ante with the details noted in this report MaterialsSpendfkattowa: Flang h MICRO - LAM" lumber is MICRO - LAM headersand,:rr.r-n .Aettgnedinaccor.ancewith m ufactured accodinp to the manufactunng standards of Trus Joist Cur- NER-1.6 or used in accordance with the Installation Guide which is a part non a specified In Belem No NER-126 Machine-stress-rated lumber of the report. +s .5-inch dimensional lumber The MSR lumber is of the required grade The term"clinch"in the Installation Guide is to bend the projecting tails and is visually graded after nMing to rules established by Trus Joist net agamsr the wood members by using a carpenter's hammer. li) Corporation manufacturing standards. Moisture contents must be between 6,TJV%Garage Door Header.The TJV96 is a heavy"I"shaped joist 7 and 16 percent.End joints tansfv requirements need in the quality control with wood flanges and wenn.Top and bottom flanges are MICRO LAM manual. lumber 2.5 inches thick and 3.5 inches wide. The web material is'jm-inch- y Webs:Web material is either plywood complying with PS 1-83.Plvstran thick plywood. The maleness of construciAm are similar to those noted in rnanufattrted by Potlatch Corporation.or onereed uratid board complying Section 11 A-3 with the Trus Joist Corporation manufacturing stanillard.The Plystran and The web is reinf iced with plywood blocks 'l.-inch thick. 21/! inches onented strand board panels are produced under.quality control program high and 8 inches longi,placed et each end above the bottom flange. with inspecticwis by the American Plywood AsAviatton i NER-108) The headers are manufactured in depths from 12'1"inches to 161,.inches Adhesive: Adhesives shall be of the types specified in the Trus Joist and in twostandard lengths 16 feet 3 inches and 19 feet 3 inches.All header Corporation manufactunrg standards and which comply with ASTM D are nynufactured with a camber of approximately 2200 foot radius. 1 1539 4. DAllowable load values are noted in Table No.XII ttstl�:The allowable value ere a outlined in Table No. II, The requirements for web stiffeners gad minimum bcanng lengths are B.Open%b Trusses: 1.General:The trusses art Warren web trusses shown In Figure No. I and Table No.111.The fasts may contain holes as set with structural wood chords, steel-lube web members and steel-pinned forth in the allowable hole Chan noted in Figures Nos. 2(A)and 2(8)fix connections. plywood webs and oriented strand board webs.respectively. Steel Tube Web Mesbten: Steel web member are made from cold- Whenjoists are used as simple-span members.tht design shear is equal to rolled electncilly welded steel tubing of venous diameters and wall thick- the end reaction. nesses as requred for specific installations. Allowable values are given in When foists are used as mutt' -span members ar,are either up through Table No. V. The tubing is fabricated from flat-rolled carbon sheets of 16 inches deep TJI/25 and TJI/250.TJV35 and TT 350'o st-A or 10 inches structural steel having a minimum yield point of 43.000 pounds per square through 14 inch i deep TJV.35X.TJV350X.T71,40.Tit/42.TJI/0.TJV inch.The web memberm s ends are swedged not and coain holes punched 130.TIV550. TJV55.TIV65 and TIV75 joisr.the design sheaf is calcu for the pint by die stamping. Bearing details must comply with Figure No. lated by reducing the calculated shear at the face of the interior support by 4, the lesser of 15 percent or the uniform load within a distarre 'A- (joist Watad Cborda: The wood chords We MICRO - LAM*laminated ve- depth)from the face of the nrpptxt.For other joist depths.the design them neer lumber or stress-graded structural lumber a set forth in the code.or is the calculated shear at the(gee of the support. machine-stress-rated structural lumber visually grated as set firth in the An additional 4 percent increase in allowable bending resistance It recog- Trus Joist Opera Web Product Grading Rules and identified by one:of the nized for foists with MICRO - LAM lumi er flanges and which are cot. following frade symbols: A(I.8E). AA(2.OE). AAA(2.2E).21100F I SE. sidered repetinv.members.The allowable bending resistance for repetitive 240OF 2.0E or 2700F 2.2E.Cutting a piece of lumbet into shorter lengths members may be Increased 7 percent for Joists with MSR lumber Flanges. with loss of the grading symbol requires that the symbol be reproduced with -TII•,til V iCAO - i_MI'm n•tlw-xJ Ira/now{•.y IM rrpIAJ(,�p,�ynM aa.r.r IJaA, 1 — 1 J:valwttion nrrorts of ICBQ EvaluationService.let.,or-tette/tolefy res proviM waari inforets toCfass A nvternben of ICBQ,utilizing the code open which the report v based.Ewdwfien reports arr not to be construed as npr-rertiwg sestAeNrs or any other artribwttt not spocific'ally,addrrsted nor as sort en/orsemenr or r-eawroreesdatiea for rya of the tubjeeir►-Pot t. This report is based upon iMepnadeat tots or other rrehnicW dao submitted by the applicatu.The lCBQ Evaluation Service,love.,technical staff has reviewed the test rtsu/zt andlor odwr dabs. bio does not pess-ss sett farNtiabt ase Nisei as iODAiWidrat verif cadva. Then is no warranty by tCA10 Evaluation Snvice. 101r... express or implied.as to any"Finding"or other mwter in the r-pert or as to dry product covered by the report. This disciatper includes,but is not iitwited to,inert hattttnbipty. Itipa 1 Of 4.2 1 M Page'2 of 42 Report No.PFC-4364 • a crayon on the unmarked piece Additional resinctions are Imposed on the trusses may use a ridge connector and tension connector as noted In Figure stress-graded lumber.and strength-reducing characteristics are not allowed No ' Maximum capaci .of the tension connector is 44.1100 pounds The at finger Joints or drilled areas in tension members of all muss series and bottom chord at the tension connector's special fiberglass reinforced MI compress""members of the TJH open web truss and TIM open web truss CRO = LAM I LVL.Spans up to 120 feet are possible series Knots.hole,.or combinations equivalent to a maximum '.inch- Allowable load %awes for web member-, are noted in Table No wide face knot arc permitted in drilled areas of the compression chords of Allowable wood-beanntt loads on pins and chord section properties 4rc TIL and TJW open web trusses Finger 1oinn may not be dnGed In ani noted in Table!`_ ':I and V11.respectively. ' solid-saw n lumber chord member V Tension Connector: General: The ten-ton connector is a vanable- 14bod Chord Design: Wood chords are designed in accordance with densuv laminated veneer cnmppoonneent desigxd to splice wood truss struc- recognized engineering principles Allowable design stresses for machine- tural members used In tension Oemif'cation is obtained by adding pieces of stress-rated lumber and MICRO = LAM laminated %crier shall he set veneer'.i the arra where greater densev is required.The entire specimen Is forth in Table No VI then compressed under heat and pressure to the desired thickness The riondeni,ified portion is connected to solid sawn members with approved ' TJL04 Open Web Tbusses:General:The TJL open web trusses are finger joints Densifted portions of the assembh are spliced with s,ecl r 44catedwithcnherparallelchords.pitchedtopchordprofileortap_red plates installed on either side of the wood me.mberandconnected with bolls top profile and range from 12 Inches to 48 inches deep They are spaced up See Figure No 6 for additional details. to 48 inches on censer with sheathing materials nailed d'rectls to the top chord.Ceilings may be directly attached' the baton chord or applied to Design: The MICRO = LAM denslfied laminated veneer lumber ten- stripping or suspended The wood chords are single nominal 2 by 4 mem- sign conrrror design parameters are as follows bars installed in a flat position Bolt hearing in wood 72001b.per sq. in The chords are routed on the wide face. The drilled holes are equal in Tension In densified net uTa 2700 Ib.per sq. in. diameter to the net sites of the pins to provide a dri+e fit.The web member art inserted in the nested portion of the chord and pins Inserted through the Tension in nondensified area 19711 Ib.per sy.m. drilled holes to engage the web members The bolt end distance a shall not he less than 4d or The web members are connected to the chards with ',.- and ',.-inch e _ P diameter solid pins complying with the Trus Joist manufacturing 5 andard — l TJH $0f Open Web Tn: G:werml: The T114 open web truss is Clllh similar to the TJL open web truss.Itis composed of two 2 by 6 memhen for whichever is greater.Where I = thickness of connector measured along the the bottom and two 2 by 6 members for the top chord The two 2 by 6 bolt.P = bad per bob and d diameter of bolt.Steel side plates and b.lis members are ir,an upinght position with their wide axis in the plane.of the dull be designed according to the code. truss TTM web m sbets are connected to the c,Ards with 1'a-inch outside 10. Deelp:Open web trusses are resigned in accordance with recog- dirmeter.163-ibc•h wall tubing or'•4-inch solid pins Wal in place by spring- nized design criteria. Allowable load can web members-allowable wood- clip washer bearing load on pins.and chord section properties at pin locations we set +I 4 TJM•' Open Nkb TMa: C,ewerri: The TJM igen web truss is forth m Tabes Nos V.VI and VII. p The allowable similar to the TJH open web truss.except that the top and bottom chords ble tension-and compression�srallel-io-gnin stressr, ored each consist of two upright 2-irxh by 4.inch members and the solid steel in Tabes Nos.Vill.IX and X may be increased 7 percent for MSR lumber pins we -.inch and I inch diameter. and 4 percent for MICRO - LAM.provided the trusses qualify as repett- 5 TJIWO Open Web Ttws mad TJ/600•Open Web Tram:Ges oral: live rtleTtllfers as lefiried in the adopted!cele. The'T)/50 and T1r60 open web trusses are composed of double sop and Allowable reaction bads are noted in Table No XI bottom chord members Refer to Table No VII for chord sizes.The webs All two-member chord ope" web trusses must have lit,ral support to on conne"ed to the chords with solid steel pins. '•.-inch- and 'i.-inch- each member of the caerrl,eession chord M east every 24 inc; es diameter for the TJ 50 open web truss and' -inch-and 1 -inch-diameter for the Tl/60(Ven web truss. Each connection shall be capable of transmuting a 75-poi d horizontal load.Other nailing cniens are desrnbed in Figure No 3 fix TP.')and TJ/60 The wood chords are MICRO - LAM laminated veneer lumber.each trusses chord consistinof Iwo members side by side with the steel web inserted between the. Each member has the glue.,nes vertical The tension chords C.One-Mar Fore-rorsimHve Raaf-CeNkg w floor-Cdbiag R-d Ware are continuous length T1M compression ehuexd may contain finger mints. Awig wd Is the FWWwbmig Caamlrattimat: Descriptive details for each 6.TJW O' Web Tlesaa:Geaersol:The TJW open web truss is similar assembly are noted below and in Figure No.8, to the TJL of weh truss The wood chords are single nominal 2 by S 1.A doube-wood floor consisting of either a wbfbor of I-inch nominal members mstai, I in a flat position The web members are contnected to the longue-and-groove sheathing or 1/2-inch interinirply0000d with exterior glue chords with 'i.-inch or'1.-rx h solid pins. and a layer of I-inch nominal tongue-rid-grooveint ish flooring or s/.-inch 7 TO Op,to Web Toga-The trusses we similar to the TIL except that '"tenor-type plywood finish flooring or a layer of Type I Cade M-I Particleboard not less than /a inch thick,flooe sts s to 24 inches pin sites arc '.:inch and inch in diameter fox the TJP 22-28. and the conncentivanda suspended ceiling of 3/9-inch th k2-font by 2 footcor2-foot chords arr MICRO - LAM laminated veneer lumber with the laminations by 4-foot USaG FfRECOUE AURATONE9 key-in acoustical board wp- oriented vertically.Chord sizes are all 3.5 inches wide and vmry in depdi as byfollows: 2.23. 2.50 and 2.85 orcins for the TJP 22.TJP 21 arsd TJP 28• tom flan ange to { _--Colied clamspaced not mlsittachest!to ur over (tee o center respectively.Top and baton chord rrsetribers are continuous. Installed over the acoustical board are 1-inch-thick, 4-pound-per-cubic- Allowable load values for web members we noted in Table No V foot !minimums USG TNERMAFIBER• or Fibrex FAX mineral wool Allowable wood-hearing loads on pins orad chard section properties are blankets.Ughc fixtures having a rnaxianun size of 2 feet by 4 feet may be noted in Table No VI and Table No. ',I[.tegxctively installed in the ceiling, provided the mggregmte wets of fixtures do not Allowable unit stresses for rte chord nutetial is noted in Table No. X exceed 12 square feet per 100 square feet of ceiling and the fixtures are Allowable bearing reaction values are noted ret Table No XI with hearing protected as follows: A 21/4-inch by 48-inch piece of USG THERMAFI- F devils noted In Figure No 4 B ER or Fibres FRX light fixture protection is laid along the long dinien- sions each side of the i-ntture and against adjacent suspension members; Nail spacing for nails installed in the top and bottom chords parallel to the additionally, a 171/2-inch by 48-inch piece is laid over each site of the glue line is limited to_mchts on center Also,nail sizes cap no!exceed I0d fixture arc P41/3-inch by 24-inch piece at each end and tied to the top pieces w 1148-inch-diameter shank 1 and a I':-inch penetration For other nail sizes, at the corners of the fixture with No 18 SWG steel wire(refer to Figure No. the TJ 5060 truss cntrna Figure No !is used 5) Ceiling openings for air diffusor up to a maximum size of 12 inches in 8 TJG Open WebTruss-ThetrussesamsimilartotheTJH"truss using diameter are allowed.provided openings are protected with fire dampen The tame diameter pin sizes and two steel tubular web systems.on each side and the aggregate areas do ria exceed 113 square inches per 100 square feet of the chord members The chords are 4 S to-les wide by 5.625 inches of ceiling.The distance from the btxusm of the tress or joist to the soffit of deep. solid MICRO = LAM LVL. w,th the veneer vertically oriented. the ceiling must be at least 10 inches. The trusses use pedestal or"Z"bearing clips as noted in Figure No 4 The When used as a rocsf-ceiling assembly,the decking may be any wood deck "I'M I'M TI1,1 Tlm TI Tl hill Tal SAM T. W k,,rn.HTri.J,.(,vp,vw— Ik w ISI. ,y .4 __J 1 i pope 3 of 42 Report No.PF0 4M ' as provided in the code. and the joist spacing may exceed 24 inches on 5 A double-wood floor as described in Faragraph II C I atvrne or.i center singlelayercit"­inch tongue-aid-grooveplvwoudfloorsheathinemeetine 2. A single-laver floor of b -inch tongue--and-grmve plywood or =`�:- the structural requirements of the code applied over floor lasts or trusses inch tongue-and-groove APA-rated structural-usf- panel tExposure I or spaced 24 inches on center with env approved ceiling system which gill Exteriorglues with joists or trusses spaced up to 24 inches on center and a proside a 40-minute finish rating When used in a root-ceiling assemhls 1 ceiling of two lavers of',ranch•thick Type X gypsum board applied to the square-edge plvw"meeting the requirenoents of the code maw tx use j nor JJ1 bottom chord All butt joints of the '.-inch plvwsod or :'—inch rated roof sheathing and the joists of trusses may be spaced up to 48 inche..in � r structural-use panels must fall on framing members The first W,et of board center.Substantiating data which moo include results of the fire-endurance must be attached with 15,rr-inch•long Type S screws placed 12 inches on tests conducted in accordance with ASTM E 119 must be furnished to the center.The second lever must he installed with the-joints staggered from the local building official venfving that a particular ceiling system meet.the 40-minute finish-rating sh-rating requirements When the f imsh rating is lobe deter- first layer. h must he fastened with 2-inch-long Type S screws spaced 12 inches on center in the field and 8 inches on center at the butt joints Tvpe G mined. thermocouples must be installed on the plane of the combustible _ screws 1 1'2 inches long must be spaced 8 inches on center and 6 inches Tach matenals nearest the fire side at locations required to obtain reprsentans e sic' of the bulljoint The second layer must be finished with joint tape and temperatures on the combustible matenals in the test specimens. fempera- compound lure readings from such thermocouples must be recorded dunna the tire- endurance test.The finish rating is the time at which temperature'reading. Resihem channels may be used as part of the ceiling attachment system. from the thermocouples reach an average temperature nse of 250°F abuse provided they are spaced 16 inches on center 1,14 inches if joists or iruswe ambient or an individual temperature rise of 125°F above ambient. are.16 inches on center)and fastened perpendicular to joists with I inch- When used asaroot-ceiling assembly.the decking me%he.:m wood&Lk long case-hardened steel. I5-inch shank diameter. self-dnlling and self- as provided in the code. and the joist spacing may exceed 24 inches on tapping Phillips head screws The ceiling is attached to time resilient than- center When joists or trusses are spaced more than 24 inches nn center.the ncls as described above When used as a roof-ceiling assembly.the decking ceiling should be applied to stripping spaced 24 inches on center The may be any wood deck as provided in the code.and the joist spacing may attachment to the stripping is similar to the joists described above The exceed 24 inches on center When joists or trusses are spaced rote than 24 stripping may be 2-inch by 4-inch Construction grade Douglas-fir lumber inches on center.the ceding should be applied to stripping spaced 24 inches for spans up to 5 feet.attached to the bottom chord with IN nails. on center The attachrMnt to the stopping is similar to the joists descnhed above.The stripping may be 1-inch by 4-inch Construction grade Douglas- 6 A single laver floor of',4 inch tongue-arA-groove plywood with joist% fir lumber Gxs;4nsupto5feel.attached to0wtootiomchord with l0dnail-, 12 toy 4flanged•'l"joists.solid sawn orMICAO - LAM LVL►spaced up !0 24 inches on center.RC-k msiliem channels of 16 ineEes on ceoner.--p 3.A single-layer florae of Ht-inch tongue plywood.or 2rn2- ceiling of aero laver of'a-inc tt icfiU$Z'r FiRECO89r ypsurn 6oaidAwl ton and-groove APA-ruled structural-use -anal (Exposure I or '„ ` or�1 with Xmas or tenses spaced up to 24 inches on c�ertter and■ tett 1—inch ahtc mineral_ i -pound•ts. T efloo i USG THER AFd to or Fi- I c ung consisting of a single layer of in-inch-thick'Type X gypsum wall- �x wit onstr wool bates. ve I FCP-01 and tie attached to the ion 1 i (lenge with construction adhesive IAFG-0I 1 and nailed with 8d rrsmrrxn babird attached to joists spaced 24 inches on center.o r to sipping spaced 24 nails spaced a maxim,-n of 6 inches on center along the boundary and edges in«tes res center bas ened with I S44floch-long Type S drywall screws located and 12 inches on center to the field. Resilient channels must he tltachcd 6 inches on center at-nd joinca and 9 inches on center in the field All butt with I',%-inch Type S screws at each joist.Twochannels must be provided at joints of the Winch Piy.vood Of 23132•inch rued structural-cue panels must fall on frammg i tt:mbers In addition. an approved exposed fire-rated J each gypsum board butt joint. exvindirig to the next joist beyond the longitudinal joints.The gypsum board is fattened to the ch�inrwls with I- susperokJ ceiling system must be tritiated beneath the gypsum beard ceilin a minimum distance of 12 usehes.The gnd system is suspended with Inch Type S screws u 12 inches on center tri the field and i inches on enter { � at the butt joints. The mirierai wool bans ere friction hard t�rween than No 12.SWG galvanized steel wire fattserted to the furring or foam with 3• bottom flanges and supported by the resilient cl annels Sec Assembly C-0 1 inch-long flee-head hanger screws. ..nght-future prarcuon consists of 6 in Figure No.7 for additional devils. inch-wide peces of ceiling grid pawls 4 fed long for the sides and 2 feet long for the ends and a full grid panel pieced an top.A galvanized steel duct When used as a roof-ceiling assembly-the decking may bac anv wood o. 4 with maximum 12-inch-diameter steel diffuser opening without damper as provided in the code. and the joist sps:ing may exceed 24 inches on and a maximum 6-inch by 12-inch ie nrri-air opening are permitted fox each center.When joists or trusses ate%pKM more than 24 inches on center.illy 200 ttq twxr feet of ceiling. Ceiling pawls may be either ft-inr:h USG �� ceiling should be applied to strapping spaced 24 inches on center The FiRECODE AURATONE or s/a-tech Gold Bored Fire-Shield Solitude Pan- attachment to the unpping is similar to the posts de%cnbed above The els u manufactured by Gold Boxed l3uiddtrig Products Diviswon of Nattrxul ttnpp np may be 2-inch by 4-tnch Construction grade Douglas-fir lumber Gypsum Company.NoncomlustiMe iesulanon rated al R-30 ox less may be for starts up to S feet.attached to the bottom chord with I Od oils. msialed above the gypsum board. 7.Akernate Systems:(a)A minimum'in-inch plywood floor over joists When used as it roof-ceding assembly.the decking may be env wood deck spaced at a maximum of 24 inches on center with either I',: inches of as provided in the code, and the joist spacing tray exceed 24 inches on lightweight concrete or I inch of gypsum concrete may bac considered as an center When joists rx trusses art spaced mom than 24 inches on center.the alternate decd for the systems cim ibed previously When the foists or ceiling should be applied to stripping spored 24 inches on ce^ter. The trusses we limited to a maximum spacing of 20 inches on anter,a '/4-inch t attachment to the stnpptnr is similes to the joists desmbed above The topping of gypsum concrete may be used. The gypsum concrete must he 11 stripping may bac 2-inch by 4-inch Carsrtsctwn grate Douglas-fir lumber covemd in a current evaluation repm. I'm spans up to 5 feet.arfacbed to the bottom chord with 10d nails. (h)The ceiling may be omitted o ier unusable space below.and flnrxinr. 4 A single-layer floor orf%-inch or"Ii!-itsch tongue-alid•groove ply- may be omitted where unusables space occurn above for all systems Irate wood with joists or trusses a maximum of 24 inches oto center and a shove ceiling consisting of iirtneh USG F'iRECODE Ca gypsum board wr.rw F.Sossnd Raiding:The system described in Paragraph C-2 above,when xuached to standard steel furring channels at 24 inches on center and constructed with resilient channels,has a minimum STC rating of 50:with suspended from the josses by a specially descried No. 24 gouge Simpson pad and carpet,the minimum IIC rating is 50. Strong Tie(CSC)ceiling support clip.All butt joints of the plywood must The system descnbed in Paragraph C-4,with pad and carpet.has mini- fall on framing onembers The wallboard side points are offset 8 inches from mum STC and IIC ratings of 30,provided a minimum 8 pcf laver of USG the jonts'centeritne and fastened to the fumng channels with I-inch-long THE.RMAFiBER insulation is used fype S bugle-tread steel screws.The screwsare located!,4 inch and6onothes The system okscribei in Paragraph C-4 with a 114•inch GYP CRETE from each wallboard sok oint and 12 Inches on center in the field.( x inch topping has a minimum STC rating of 50. with a pad and carpet. the of(6 pcf minimum)USG THERMAFIRER or Fibrex FBX mineral wool minimum IIC rating is 50. fireproofing is placed between the bottom flange ix chord of the joist and All ofthe systems require a minhWnm'r4-inch-thick hv'i4-inch•wide strip the top of the furring channel of resilient covenng at the floor penmet.r in order to provide floor wall When used as a roof-ceding assembly.the decking may bac any wood deck isolation. es provided in the code, and the joist spacing may exceed 24 inches on D Ide"dfleadoe:Each joist of truss must be stampeo with the Trus Joist center When joists or trusses are spaced more than 24 inches on center,the Ccxpotttion logo. the evaluation report number and the quality contml ceding should bac applied to stnppirjr spied 24 inches on center. The agency t?F�Corporation.NER•QA 2S1 I loco. attachment to the stripping is similar to the joists descnb ed above The stripping may be 2-inch by 4-inch Construction grade Douglas-ftr lumber Ill.Evideeee Sebsnitted:Results of sound,fire and load tests.descnp- for spans up to 5 feet,attached to the bottom chord with 10d nails five details.quality control manual and engineering calculations OZy■ R I "41 of 42 Re"rt No.PFC-4354 w I s AfSUwty C-1. t DOUBLE-WOOD FLOOR. 2 TJIN JOIST OR OPEN WEB TRUSS. 3.FIXTURE PPMCTION,SEE FIGURE NO.5. 4.244NCH x 46.04<H RECESSED LIGHT FIXTURE. —� 5 COLD-ROLLEn CHANNELS. S 12-INCH AIR DIFFUSEP, 10'MINIMUM 7.USC THERMAFIBER OR F iBREX FBX MINERAL WOOL BLANKETS 8,4-INCH ACCOUSTICAL PANELS 24 INCHE:3 x 24 INCHES SUP- "—_ PORTED BY AN APPROVED EXPOSED FIRE•RATED TENSION M� SUSPENSION SYSTEM �j ASIsamLr G2. 1 4'.44CH TLMUE•AND-GROOVE PI-YWCIOD. 2.TW►)IAYERS`ie-INCH TYPE X GYPSUM BOARD 3.TJIJOIST OR OPEN WEB'TRUSS. m ASSOMILY Ca. 1.34-INCH TONGUE-AND-0AOOVE PLYWOOD. "'-- 2.TJI•JOIST OR OPEN WEB TRUSS. 3.64-INCH X,244NCH X 46-INCH KNEL.S AND METAL SUSPENSION GRID. 4.FIXTURE PROTECTION.SEE FIGURE N(l.5 5. /rINCM TYPE X GYPSUM V111LLBOARD. 0.24-W-H X 4944CH f1E0ESSED LIGHT FIXTURE. 7.64NCH X 12-INCH OPENING FOR RIF.TURN AIR 6.12-INCH DIAMETER DIFFUSER OPENING. 9.STEEL SUSPENSION GRID. *IOIIR[MO.� f1RE-REs1iTM AlgRswLY OETAN.JI I Contmurd I I f