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16748 SW 72ND AVENUE #8-16 16748 SW 72ND AVENUE #B-16 1 OF 4 ripplimMENIIIMIPIMMININIMINIEwm•mommmIENIMmom . r — - - - —, _ _ Iiii_ At. gi ADDRESS. 147-11lig SW 721141A VE NOE #15-16. 4111 A 1 1 i.\records\microflm\targetsWuilding.doc I 1 LEGIBILITY STRIP 2 3 4 5 8 7 8 9 i0 I 1 12 13 is 18 17 18 19 20 21 22 23 24 25 28 27 28 29 30 OIA. NONI G IOe ,,, .�W1�,11 I,� I a1t1111. il�lll ,���11 1a JIILtI1111 V e IILLI ti oa2 5 X , 1 , ., „. ,„.. ,,.. r �. .: immorgP'Mlf./»r. .. ,r .c. �. u�r + ^.M+ 'i+M +riMnr�w+w+.M+'..errr.war,..«vnr+wnFwtM'�I- 1!Mlw�"r�.a+r+M+w�wrMs M.tlx�*+�M"14'tiyAn^� "MMxMM`M�'MM"yy'. .. �ocr wort***.w awl...,.....,..,++n....,.w..?,v+...*+� ^� '�..,..w.m.,••wM•••••• ••.4 .'w'•••• ••••• 'M•••••MNtrM�' •••••••••••••••NMMIM� • • �P , may,: rprommumummismimmnimmomommmommimmimmm. _ _ . \\ n • 1CO. 1 C.7.) CO; C?D U ----- ) I I I ._ i YORE 3 TON GASPACK l, I MODEL D 1 NA036 1-- �• ' ( i ---4.- 24• --_ , c\1i 100 lb. 101 lbs r_ 0 4 1 i 11 Olimmili IP 1 1 ! 96 lbs BB lbs W U 1 7 D " II • - csnss>rwR o I I ' i CORNER WEIGHT DETAII, J' 1 0 SCALE. N.T.a. cr ..-i Ci O O • 1 lill O O PERMANENT ATTACHMENT TO ROOF CURB. ('� Ix INSTALL /10 DRIVE SCREW THROUGH 10 GA. 's" `-' FACTORY RAIL CURB UNIT INTO 16GA. LAG Arau�� _ �BoO�i MaR -- - � V a., • •/4` YO #11.0(1 SELF TAPPING DRIVE SCRt1/ TYP. OF 8 (4 EA SIDE)_— X00 - , -IIIc Macs • E.,44 0 '''.. J t ,,• H � O I 'YP. HVAC UNIT au" vNR O►>I>a U i MI .- a C �-. . scum- O W I .. con,_ 1ca.14 4.1 1 ROOF x i i UNIT HEATER DETAIL ^ �. '� ® SCALE: N.T.B. Mme+ 4 O B RTU SEISMIC DETAIL , . Ti M1 SCAB N.T.S. * I GAS Alf 1[R 3/ 1r I 1 , T , T (1.1...,3) 1 . 0 ... $511119 5 I I I 7.Q_ l ' ' ! ' 1• MO c W , 10 I I 3 C- n 'd • I 11.1i N O EN LEGD: NOTES: mom. -• 1 . (E) EXISTING TOTAL BTU = 80,000 B7l' �i � � � i ' 1 • -, • ? -(N) NEM TOTAL GASLINE = 1 S0'-0- p p x (R) RELOCATE , - , 1 - i� (REM) REMOVE AC-1 Z lo'• �, - ief - SUPPLY GRILLE an IIIIIIIILMMI 1� 6l RETURN GRILLE 10.0 `�J leo CO THERMOSTAT 1 1 , b t' = •P.0 C. POINT OF CONNECT10N kt rJ . ] Ab F kil a. EQUIPMENT SCHEDULE: ,� w a 0Tr vOLTAGE 1 TAG MEG. MODEL # MCA/FUSE COOLING HEATING CFM MIN.OSA WEIGHT REMARKS cn lop/ EIL1 ; , IBo/3s AC-1 YORK 01NA03E/3-TON 9.5/15 34.4 ETU 45 NB% 1200 240 395 LBS • CO 1 C' '''. ".i21 I • . EF-1 BROAN •88/f I. FAN 120 VOLT by O • 4'' a UH-I EXISTING OWNER SUPPLIED 120 VOLT 35 NBT'j 230 - - ® V N O `I , 1---- - - � __—- - ---- - - — -- — ----- -- W a . I NOTES: E.-il c °' rz•+ i, El' l m PERNANENTLY LABELED FOR ARIA SERVED g I) I I i 1 I vENT TO EXTERIORif - MN O+�1 C il a4 : t . _ (6-i Mfg sW 7. A 0-15- i& Q 5 � 4144 O ,� OP--• O , c.` 7 HVAC — FLOOR PLAN ...imy SCALE: 1/8" = I'-0' s NORTH CITY or TIGAFID r Approved . . ... .. ... 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MODEL TEMP. SIZE FINISH CANOPY FINISH OTY. NO.' REVISIONS DATE DESIGN CRITERIA CONTRACT WITH •, p•A'1 MA a•, .Mf'. SF NEW AND UNDERWI,TF A$ APP10vF 0 A� ARM VAl VF • p I 1 —�_._�___ — `�O f, • 1r V - Uc:cUPnNL� NAME L.' 'iRC'E � _ •'y _�.MEy1n •. OST 'N01CATOR 'TSP �EL.A3L.E. r.-. 1 I'jS 1 C"'10111 iZtG.rFtiS LdRCYT/ ID .-+.�-Ya----._ - '�-- '1 `•-'I IV �. r Lr� aE.L'. rC I I I � ' ARK Q � (( •1 I•••,.. Fy•EaE•cEpTDIMENBIONSSMOwh 'M,�g,• .La 1 1 Si.Sl DW\�SrS ` -_ DENSITY -___- ADDRESS - --- `- hG V .� 11�.►1. _J ` ` rl v» r AIF "' DRY PIPE VALVE NON-RISING STEM GATE FART»IJ,VA•F Iy1A •. .••. 9F °II�v!Of D 'N ACCORDANCE WIT.• yr0• -_ --�_ Agi'- PAAMMIF NO •• Fl r)W SWITCH • fIRE HrDRANT •W/PUMPER ;/ ------ a 6 C -_ 9 •_-_-_.___._- -----_. __ --._ -__.-�-- - r—_ _ REMOTE AREA •••• NANGEAS ••., !.f '..,,;• a ••ANG.NG BE ,h ACCORDANCET.. E OAMh•LET W' Nr WATER MOTOR GONG �_� FIRE DEPT CONNECTION \ L Ai 3La CIF..I �y b INSIDE HOSE—_ I C'�' PHONE '� 4!f" �� — — �- �----- OUTSIDE HOSE �_�G' PPROVALSS 5 P1MNO SMAI.. .4 • ••. , .r'..NcpA pAM/MCET NO •1 `�` ELECTRICAL BELL - L OO(J 1F CHECK VALVE ASSEMBLY - J v� 2 - FIRE, INCE 3 1 � '� E /C,..., ,OIN'NGO;pot AND' "•.A^ED AND WELDED SMALL RE,N ACCORDANT a -- - - \ -- ---__ WATER SUPPLY I G ITl' F T�[, WITH.4f PA PAMRMLE' ♦' DRAIN VALVE CHECK VALVE 11110 - ___ ^__� _-- _ . •, - ` n -- STATIC �1 _ 2 T11 TO . A'` .)A• • .,144,EN1*ATEA,Np,pf5roomrlFE.,NG l r GROOVED COUPLING �•��� NEWUNDFFinaouND -- )WNM , TITLE_ FIPI►SCA t'_�,►.l FIRE PROTECTION CONTRACTORS - • - - - RESIDUAL fl7 3 - _ N AREAS PO, •1. •r• .,. a •V. !WILDING ,011NMl SL S•STAM0007 ' • - - DATE 'o -Z.: ''� SCALE b SHEET_'yF , IA/45 S W l Znd • PORTLAND OR 91111 • 5O1 B70 4070 EARTHOUAKE BRACE FIIISTUNOEPGgOUNO r FLOW �Av2 4 • uC.TURA, +.1 . •t ilI.1 A Dr TO sSTIR T 'MF gv1,N•IF1 p p'NG,S - - --- CONT. DAWN. ACA G� SYSTEM Mf 1f 4P!•. p • ' Aril I.1 AND OR 5455 STRUC',.aA, aFPUESFy AT vF HrDRAUI IC REFERENCE POINT PUBUC WATF*IINE LOCATION -42 k Is °G. S _ • all Vivalawamma • AMMEN11111.M. IMP LEGIBIl1T`i STRIP2 ? c 5 6 7 8 9 10 I 1 12. 13 14 le 17 ,g i9 20 21 22 23 24 2C 2e 2, 25 29 30 ale!momm.......01.........1- I I I of 1:111:1111111111111111 1111::1111 X 1''I'L C Z M o•••• • 1 Or dli tj,t�1I j I1111LL1I 1111J1111�1 W W1 11 1�J1 �►Ml�ii�I WAW OL Ii.' :-. .,. ... ... .. -. .. .. w . .. .r..w.• x...,r x• .Y ,...,....•••p.,,,,,,,,,...,.4r ai•w!Fn M.,p .x��.s wxn.Y .. n.e•.rnrr.rw+kM s yn ....��r+x!aw NrnM•r of .._rwwx.x WM.MM•,Ms"MwMlMrrw•.++f+MMM HM„/pll, ..F•..M MAAOMM,Fr►.!.'.M..'�W„4^n.^•�M'++r_ .w ..•.•.,r ,. ..n.:. .. MM•rn'41M•. •/+e MIS• 1 4ti,�•w w'. , �� 4 . • t. `til •1 • CA O ) L S%II 'ir. .. . . .. • 1.: (I .4: : r.• r'l-s..‘.: ‘,. •;i r''[i"1-(:;:':' (:..,:' ' V ;,,,,,,nr...: ' , „,,-,', . , 1,7, i i -).. •4, ,. .< in 0y f 2. Z I. y4 44 O • c 9 L -I ,�t I ,• �lll� P I `) , i . l f7 1 . . r Y. ( .fib. '' h 1 1 c • 1 4 Q cz2) Q l. c C g .. 2 o � --' -� n}>< `9# c p c '�` �N tL /►.I v t•" 0 �'�S S L,/ ( ' 0 �f N `` {'roj©ri r--.. . .-:- ......---- _______ _tri, „- __---------� BUILDING 16 "----- ` �� OREGON TEAM MEMBERS _—_ _ __ _ _ _ �--- ---_ ... �------ _ ' \' � � ��� • ANALYSIS BUSINESS OWNERS r PAfIK , il illi - / AA` ' ” r l STATE OF OREGON I996 EDITION Tigard, Oregon .— -- --- - - I BLDG. 10 _ `;'flUCTURAL SPECIALTY CODE PACIFIC REALTY ASSOCIATES (PAC ! UST; c_ ►I�ni 15350 SW Sequoia Per-kwny, Suite 300 1 1 - r OCCUPA" F2/S2 P/1CTRUST Portland, Oregon ,7:':-''4 (---.'11 --- Phone: (503) 624-6.300 It.-__ CONSTRL:C HO'! TYPE V N Fax: (503) F24 -7755 1 _ i7 AI_I.OWA{ ' ' + ; ()OR AREA 8,000 SQ ET ARCHITECT 1 'I BLDG. AREA It'YARD. i 1;f- 317 X, 21/61C -- 75? 6,000 `.Q rT 1 ,<OUP MACKCNZIC ►----- _ _--____ __� .,lie„t tt!le 0690 S.W. Elancrc+:t Stre.)t C_ TITLE c;HEE�T Portland, Oregon 97201 __ - TOTAL / I_OviAFiLF FLOOR AREA 14,On!t SO FT �. P.O. f30X 69039 r LFASF LINTS I �Hji �----- AREA OF WORK Ia�;RI`�f`7� nF 1 �.-- DRAWINGS Portland, Oregon 97701 - 00:3P • !•_ .�`+—�--�_� I Phone. (503) 224- Pf)60 __ Fax (503) 228 _12F•., 1 I I �� �''-�� DR/ '�� CRITERIA ERIA I -- HANDICAP PARKING ' - r ,� a CROSS WALK TO EN 'I' KApLici.ir • ARE IDENTIFIED Rl' TWO STRUC.IURAL ENGINEER i1 � _ - ACCESSiE1LE :IGMA(: MOUNTEG / I-r7W- tr Ir? `1- W,� ✓AN 1'MLaOI_ ;F;Y LETfER REFERRING TO THE DISCIPLINE OR MAJOR ��' �vl,�� C ► 7 Wf_S i SPACE_ A `J. ,�C.,`� ���' CROUP MACK NZ1`: 1:. ryry�� 1 AFT: ii I 2HR WALT 30 X 1.25% = 37.5A• AL POR1taND, ORE1 / I TOTAL_ ALLOWABLE FLOOR S i"RUCTURAL. ' F'.n. 80X 69039 —`- -- 2 - - AREA-, 11,C►OO St” ,�, 1 P. f'I.UMBING fj Portland. Oregon 97201-- 0038 - 8870 SF M, MLCHANICAI. �p O�' (���• Phone: (503) 22 4 9560 I IF. CI_i TR CAL Fox: (503) 228-1285 _ _- --.•___.__ _ 1 - � �l i - 7 r--- 0. $Llli- CITFGORY NUMBER REFITRINC TO TYPE OF DRAWING OR GROUP' MACKEN!!i 1497 `) I ii ! i� GPOUI'ING. C'7 ALL RIGHT:. RESERVED -- ---- - — THESE DRAWINGS ARE THE PROPERTY Or _ 1 t.______ 1 l 1. GENERA( GROUPM C N IF A SYMBOL LEGEND — y^ _ T PRIOR WRITTEN PLRMISSI LEGEND ..—._ , _ _.___._y .—. _�_...__._ - "�-"— - -----------1- __________________ A I P N7Il .0 ARE NOT N0 8f. -`-,--.�------ ------- _ . — � R Il f�Pnfiurf:D IN ANY MANNER, '--' '--- -- --- 3. EXTERIOR ELF-VATfONS/AUII.f►ING SECTIONS WITHOU ON 4. WALL SECTIONS _,_ .1 5. ATIONS SECTION# 6• RErEOTIL)LCLILINC PLANS /U4 / ovlsion :zrr rJ B, M.TAILS SECTIONS, PLANS, AND DETAILS L / �` �/l P ' '�'' Zi;, REVISION EDITION [WILDING SUCTION KEY MARKSArt (Ai SITE PLAN (i� �6 /' _,,, ,'p OSING DATE NIV1SHEETS ---- -_ _..__�_�_ _ 8. SCHEDULES D r t)� ��� poi, i `��' L l E> t ,r . _. 1. - — --- SECTION,j' �� SECTION KEY' MARKS . _ ____. _ X INDFX OF DRAWINGS 4 , ,,,,, 4 , ,, , , __ NUM .._ SWF 1/1 70 em may,._ .. , ,r --�-,,� . .� --_;� �� TrrIF sHEFr �tt�ar+0 ...........11. trwc+� 77..07,1-- - �- t WATER LENS PLAN ��� C�`f .......DCTAILIY . i , � �: ' we., �r: raf -., - - - _L �,' SITE DATA • .. : v - - _ K. •7 4, ` \ !, _. _ " .117 kr did'.. . ._.__ _.__ __�.-— - .. r keer ., , �, �� conditlariaApprav pust4z L7 DETAIL RFFLRFN(:E MARKS -- i -_ - . `-• ,,, t o w�v Ra ; r ._ __—� SHEET - iT SITE ARCA LEASE LINES)NUM • t t' '~ ` r. 41.--. a,• r --_ ' �k ( ) 61500 SQ FTr1flV f .' FGt only �� . . ,..1' u �s. , _• '• ----___ EOF;I% �� DA1 E: 3/21/97 .. • r- = r°' i� - RUIID HOOR PLAN gN1�tl�to FaM�w DRAWN BY: REFS I .� TNG HEI(IiT 1A'_0" /'.2.I f►tteah.. .. - ,'' ,- 40 1 s.. '';1 .. ^„ / `', A:2.2 2.? SCHEMATIC FI FCTRICAL PLAN � y CHEf:KF D AY: ORW : 11�- f - � KEYNOTE �j :a' I � Ufa - FINISH FLOOR ELI VA T ION 172.00' A3. , F - RONS � i.t r' _. ----_ .fY ;,, 41-11, I: � • '." `� WALL SECTION^ JOb p�'o: ' 1'. KEYNOTE HIiHFilf MARK01. ( -� 4 .e'f'.�'is, BLDG (GRoss) 26,590 SQ FT A4 d .� Ili AtI.I DETAILS IP T v 6 C CM' . ^;• .�, •a i BLOC (USABLE) 25,830 SQ FT Ad DETAILS - �1� /) "zoom NI A Alf I I 1 • 1 elj1 'r t ' ` OM E PARKING rX ROOM/SPACE IDFNTIFICA TION 10 / •• ( 1STING) 29 WOW, - ! o c f✓ t7 ‘4 " �� 1,s. DOOR CYAIFir►t NI'UPFR xx VICINITY ��� _ f" W NT:, _ S1.fl GENERAL NO TES Ve/ A' �►/ S2 i St AD PLAN/REP AOFMENT PANEL ELEVATIONS �<< ' G, e 91 s•+ ,2 OF S2.2 poor FRAMING Pl_AN L17N--gut3 S8.1 ()ETAIIS j7' AF /t BID SET 4/30/97 , 297057 1n aK NH A%I til I n •Ih F'ti 1 o 14 REVISED PERMIT SET 4/28/97 v"""'"' " '1. aptp' ori cm .. 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I c xC • • ir - • ,4",:,!..;',..4. le- _ _ I.:. b N '� CONSTRUCTION NOTES I C c , $a I 20 0 10 20 4C 1. AN EST'.: ATEG 121 OF THE WATER SYSTEM, COSTS M -'.7 BE ON DE.PO SIT PRIOR TO BEGINNING CONSTRUCTION ON WATER 4 . � F. P STORM LINE ,__----- 1 Jt.4.441..,....,..z..........:,.. , LINES, ,A : O RECD JE A CITY OF TIGArRD PURE:.. WORKS (TRH) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2 O 2 TOBEa. cif 4 . ABANDONED ( L' 1' .E I Y _ THE CC,�TRAC- C•< SHALE M,A:NTAIN ONE SET Cr- TPW STAMPED APPROVED PLANS ON ThE CONSTRUCTION SITE AT ALL 00 y( 1 _ i ivoI- 2C ft ---• TIMES. '�• TE �• 0 0 ! NEW L ,1:05:, aC — N JTiF Y TPV, �', ;'ER � , 4 H U;rcS PS:Cr. 'C COi�t�.'ElvCING CONSTRU T' F l I .•" — Ei' A _ lei i�:% 0 C ICN TC SET UP A PR£CONSTRUCTION ME..TING. C • is..AN2,--SEE . . E.L h.'�E (5C3) 633-= ,,1. 8 45' I.'1 6ENC GrNt�'AL t.0•rc: b .. . -- ... T P ' W/THRUST BLOCK .t 1 _ i I. �+ 'CROANCE WITH AEAS.,, STANDARDS. �� .E 4. ALL R,� SHALE �c „� �,�:, . // • \ 7 r....,,, ,,.,. ....._ . 5. ALL VAC RE r':�'_ B'= I:'.SPECTED AND APPROVED E'••• TPV►, WATER DIVISION. �+ _ 1 •�/ 1 1 - _ ` 6. ALL F.+ AN';-) FiTT;I 'rti.EL BE DUCTILE IRON, it1v;E` ? -LINEI3,Gr NEW M NJFACTUR+r AND MADE IN THE USA. FIFE WILL . _ r'I / ct; �� =.r-.+ "� ,,� _^- BE TYTCN JEENT C JCTL�E IRON, CLASS 52. = �; ( CP C 1 T. 36" C� ' •' " MI.•:.:S C:A,1L COVER FCR ALL WATER ".:.AIN I: IN STREET AND RIGHTS-CF-WAY. S-CF-WAY. PROPOSED - ( ` ,/ ♦ - I L, J / �S REPLACiM .? 6. ALL VA-VE ' 'E•'REINS NET'S 5 ;-,MALL LE Y"TI-;.'•• 3� Cr FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS STORM LINE I I ( E• WILL BE F _ - �c / • C ' L L.� _ I p nom, -15 i T,;:iii'•+°E o POUR' CC T'-'LST SEOCR.S O'r AT LE (3 S FT. CF BEAR:,NO L FAGE ARE REQUIRED AT EACH TEE, CROSS, 01 I I i E ::7 , 7 C..' . AND BEN: _COAT VICINITY MAP G m w - - ' ?C. A_4x. 6'-0" LC•`:3, PAINTED E.Ut:, SHAT_:. B ' ET AL : IN FRONT Or EVERY' 2-INCH WATER SERVICE LOCATION, AND a' N.T.S. I C •� r R:.MAI,"•, THERE UNTIL THE Vti,;Tc.R I�L.TtR IS II,,, .�._._E_.. to im N I . i 4): _ ED �` - V ,. i�.y ♦- AN , G, - " ,w t4 O VAN ._ 1 1 1,- t- :DRAN T A L!. _ CCI...: O- r LG. E' FL' MJ GATE \' .','E, 6 M.x.N1J HOLDING SPOOL, AND A MODERN 41°0 N O I I , +� . (-: r^-, 1�, VI ' �'�,?�� T .. C_� u .r �_r n.�" r• r • r .L TER •_ Fi� h _ . _k-442, E -_/• 1 �4,, -_PC _ (2- "h NST HOSE CONNECTION, 1-4} NST ' • EA. "--'1 " PE aa3' Or: <- :c NET, C '_.\ L- • COLON: �tLEovE = •� � 746 t11 Uri- 01- I - - c— --__ —= 1 r I 1_. E F = r 2t IN T'.LLED ENE:;•: PRE-FORMED CONCRETE __ - WITH 1 CL9IO YARDS OF CRUSHLD NOTES r'� Fro,, i 1:::"-'7.," ;A F ::,�.. TA-RP.,=cam 4,:,__ BE _' D 0'� TDP OF THE DRAIN ROCK TE CcPARA1' THE ROCK FFOIr! EARTH COVER. 4 GENERAL NO 4 E S _ BUILDING 16 I I ? L S= !' ,: T ; . �,< 3 FEET `�R I .:.:ALLY OF A WATER MAIN SHALL BE ENCASED IN -- OREGON 1 i 3. A.� 5 v ..<� '^ ��Ir 4 �'�J I,r<�'T.., "',T`F.,t FC- , C: T C� ?J c _�T ONBOTH OF 1. ALL WORK SHALL BE ^mac r S, E •LA-i S i A t: `. C ,;t.. I,_ ti..�' _ c� . C SIDES THE CROSSING. WHEREWITH D REQ A6i LAV• F t' AND � � ,,;, . _ _ r � . � 1 ,' ORDINANCES lN.,�L_ �t 51N��.;sk''J� AND R._QTJIr�EtAENT;; OF THE: CITY OF TIGARi'' BUSINESS CR L2S1 ARE NE:a:S Y, THEY POET BE. •..c A7 A-F-NOr::'�'ATEL1'• 5C" WITH AT LEAST 18" OF SEPARATION BELOW THE BUILDING AND PUB.._ „ARNE, DEPARTMENTS. PARK EXISTING _� ��� �� 1� �. i 14. A:.L LAE.,.: 'ti' ;; S`:`r'Ti_ Rnr.:.5 .r�E LP TO. 10� �� `�'N�L_ BE TESTED AT 15;; r ,i FOR ONE. ;1 HOUR WITH A M.AXIAfJtA LOSS 2. THE CONTRACTOR E- c_ RESPONSIBLE rTO OBTAIN Ai.1. APPLiCAc. CCNv::TT^CT;�O . STATIC T.,, � � ,..; ,T v c .� _ PERMITS AND NOTIr rnJiuATc AGENCIES, AS REQUIRED, Pr�:.,R TO CONSTRUCTION. r�Uc,TI( . tt BUILDING I. C!= 5 031. Vr-,- R. Fr'-:`.S ',1E,174� A A FR. i� O ,r, E.TR THAN 1O0 ps' nrEL 6E. PRESSURE TESTED AT 1.5 TIMES THE Tigard, Oregon El, STATIC PRcS�U`;c FOR CNE. (I HOUR 44iT:-i A ' -.?,:ti1 ,:1 LOSS 0� 5 psi. �_ _ _ NO. 16 3. The CONTACTOR SHA__ PROl,•1GE EROSION AND DRAINAGE CONTROL AS REQUIRED BY cc I T c_, Tt,•:-_,,', , __ THE CITY OF TIGARD. __ __ 15. UPS.^ $- is CTa-li C I'ON OE TES i^,G, 'r= :, A1N3 r',.. CONt'ii:.OTIENS TO EXISTING MAINS SHALL BE CLEA E.D '�--. ' • AO,ID �FLO N - V i TH� PC VATER PRIOR I O EISIN -C ICN, FEE EN:ti.a VF_C,.:TIES SHALL BE AT LEAST 2.5 FEET PER c SEC E:S:t:;E.7:CN RN AL' BE IT'', ' CCD'� rtc WITH AV'v:'M'•', STANDAR: C&31-92, THE STATE HEALTH DIVISION AND CITY `� TH,? CONTRACTOR FA • ..r ;::i RFC:J:' '" " �T;. TAE CC -:tip EES FEEL: `.ETr. OF GIS'" =E�'T:%\ SHALE 8E USED. DISI .FECTItiG MIXTURE SHALL BEA UTILITIES PRIOR TO I . .- *-..**) .'s . CHLOYI,.E-'!V•;TER SO'.-UTICN h,=.',i :3 A. FEE C-..^R:NE RESIDUAL CF 40-50 PPM. THE DISINFECTION MIXTURE WILL BE ONLY AND BASED 0,•. -___ RECE ^_ `L;� - NE n__ _. .E,�, , • I I :1 PREP.- 5` INOEOT",G A CA'_OI.•� S^:.IL M 1-.T CQ"'�•Lv74:'T E AND W TLR SOL UTIOi•i INTO THE PIPELINE AT A MEASURED MAY BE SHOWN. RATE W•-s:LE FRESH PG ^ Ei-E1 WATER :5 A.LLC �J TC Fl_;D'•'r THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER _.�_ �,,._ _ _�� ,.._ 5. THE CONTRACTOR Sr FESPCNSit'�,..E TO i.i:�.r;.Y WITH Cc X57,541-57'.; I t SOLUEICI IS OE THE,Srt, ^ __ STR_,� ,-. '•�:A• Y,-, ,_R S-A.LL BE RETAINED IN THE PIPELINE LONG ENOUGH TO VERIFICATIOt, C;- UF.: iJJND UTILITIES. • l DES 1- 'r AriL NC v�Pl Wit- .:R IIN EA. 1'E'�: 1. (-r+ n r TY;-iCN._ �_ i E"rTIJ d PE;Ri..G IS 24 HOURS. AT THE END Or THE 24 HO:JrR 1 Ff.P!ni. Tc PEI: IS TI, I.1ALE r. C,=_CRiI. LEVEL 0= AT LEAST 10 ppttt. AFTER CHLORINATION, FLUSH THE WATER 6, NEW LANDSCAPE MLR. E EXTENSION, LANDSCAPE Tl, MATCH EXIS FVC`,, THE L:.yc UNTIL- T-E WATER THRO GHOLT T-E PIPELINE IS EQUAL ChEMiCALLY AND BACTERIOLOGICALLY TO THE • PERMANENT SOORC:: CF SUPPLY. I 1 I I DIS?CS: OF THE D'SINFE�'TLON `'i;;7E`� I" AN ?ROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO _ _.._, l' A V.ATE`-6,,L,1 WTROUT >`D'AoEA 7's ::I.._TI'J\, G„ OTHER SATISFACTORY METHOD OF REDUCING CHLORINE RESIDUALS TO `7 P,, I I A SAVE t. VEL AS ",'•* D EE D EY DEC. AFE>: DISPOSAL AND FLUSHING OF' THE DISINFECTION SOLUTION, THERE WILL BE 1 ANOTHER 24 HCL RETENTION PER:CD PR:o :, TO THE TAKING OF WATER SAMPLES FOR BACTERIOLOGICAL TESTING. "V"',+t � ''• "` r�. , . J i i w;. .. s:i`: c t.i is I r 16. TPW WILL INSTALL ALL COPPER SERVICES A; J SAMPLING STATIONS PRIOR 10 BLACK TOPPING OF STREETS. WATER I .-- METERS WILL WILL BE INSTALLED BY TPW U?ON INDIVIDUAL REQUEST AND PA` LENT EY OTHERS (OWNERS). J ! • I 17. EVERY WATER METER FOR THIS DEVELOrME:•. Si-RLL HAVE THE PROPER CT EGON STATE APPROVED BACKFLOW PREVENTION _ _ _ _ DEVICE (MINIMUMO r c T ,; _- • _ ---- OF A DOUBLE CHECK VAS ,_S...t.15_Y INSTAL , „ -'LN: Y SIDE, .. • �..� WATERT r c - -I,� k PR' �ERTI' LINE PROTECTION, �/ OTY or rk.nc TO,r-..0 R wc - 1 01= THE ME•ER. THE EACK LJW PRE ON DEVICE SHf,�_ B: `�3,�r4.ED AND TESTED BY Th 01NivER, WITH THE „�,s, Ra, w I i RESULTS OF SAIC TEST FORWARDED TO THE V:. TER DEPARTMENT, -BEFORE WATER SERVICE CAN BEGIN. 5 TA,40,AftOS coot si^�` r O T. OM) I 18. URON CC •IPL E`TICA, CF INSTALLATION CE THE T T-- • rOR OR OWNER SHALL ADVISE TPW OF THE �`' • w.�o rcitn.o 'WKS --\\ TER SYSTEM,EM, TFfE CSN r NC l.: ,�, TOTAL CC`. T: :G`i,J` COSTS T:: Vti;1:�,: Ytii'_L SE ADDED 10FOR TP'�'+ IP.SPECTIONS, WATER LOSS, OVERHEAD. --1 % ;•,t' PRO'-', -, . 1 f►0.1 RL. •E ( - - _ RAMLf OOUPtJ•G �rvror ADMINISTRATION, SAt•PLINGS, ETC , AN.: 2% FOR ENGINEERING REVIEW', INCLUDING 'AS-BUILT" DRAWINGS UPDATING THE � I ��'t%t 14 `O�'/ MASTER MAP, INTERSECTION MAPS, ETC. • _ JO*�11,72 d* *. 1 )PEriAT1ON OF 1�•,�;;_VES N THE TIGARD WATEP SERVICE AREA IS PROHIBITED Flow -+ • a'''- i ib,si I=1 !� li t I IPt.y,.►rl i,4J,1�I �ie,i , 1 , 1 cxsA;Qx 'I • \I I�� I i6. i 1 I 't ry'`� I I I c-40- ' f V I �W, Mkd I HYDRANTS TO BE MODERN MUELLER CENTURION A-423 6�MJ {/4"MVp� ca+T�nc•o>i TO s[� ,�, - r �y stem `,CAOu 1 mom To I • ME DEV�M r1,[M i OK ARA4 04 yawl, yin% Al 001 EXP. DATE 12/31 98 1 3 PQRT - TWO 2 I/2' NST HOSE C _-J co«cc o� r i{/2 PENTAGON OPERATING NUT LE AND ONE 41/2 NST Pt1MPEA• VOL.F Ft.,CI.ENZIE 19'97 r OPEN LEFT T, COLOR ' YELLOW �..� •..,tov[D �•oocR T• - APPROVED EQUAL WATEROUS PACER 6790 or CLOW MEDALLION •% •,.,•••••A.,•• txraT+a. _ - -— - ALL P.•(:HT:; RESERVED I �+ _ 2•_O�— API -- ..,, .,. THE PROP90, CF 1 IHINDK OF PLAN ( Gm,1 I IAA;-'t.,.ZIE A.41) A4f NGT Ti) SE _ _ _ URB NO OR I • , - • LSEU JF R!°KUD�CED i4 AN" 1,IANhEk, -.._ • 1 I _-_ -- _-_. ' BEHIND RACK OF f-4_--------. _ - -- /' s'c o•..• w;THru1 Pa,Gc� wR tTEn PIRM,s510N 1 _ - -- r- cwn a• 1 SIDEWALK tea ^ 1 _ 9� 1 \ E EXISTING 4* - 9' It I i V. ILII r,E SANITARY 1� Q :.Li.'N ` - 1 LOSING DAl 1 I I NG 910 VALVE BaX TOP - ac•l•A+•a ON -4x,r.47;):3. � W/6•PVC PIPE 3034 ("040 °�T - ..., - �- - ,3"OR I� mart ono( vKK • ✓t LESS 1 _..►....�� .._.-...� - i MIN I !E T PAVEMENT 1�� —_. Rt.., It' . ,,,..0i115644---:,....117 Ili , _ - - I COVER GRAIN ROD( •r t 1 v, t• _ 1 I /WITH TAR PAP�R ;6"F LG o 36°OF ���\ \.corm to c,.•vo,r ce - - pqp� AFORE BACKFILL I MJ GV t 3/44'0 .� ie !� --- __—_�J onTNt tu+ our 72ND AVENUE ~— S. W. u •w, we one•T,dr. t....___-- ELEVATION - = .�..� NIM \ '-- TAP • DATE: 04/29/97 INTO Exl T G ''' "' • FIRE LINE DOUBLE CHECK DETECTOR DRAWN BY. GLx 12 WATER W/12 x3* I -�.of q ___ _ a. , el l i SADDLE TAP 4I I.` A. ;r 7 -__ _ �7TILITY vAULT OA •E4uAl .c s NG' o0a CHEC.N:EG E+': 'LYNN �» _ ENGINEER'SCOSTir t'' i �� , SIZE STH F W1,M«,► D •faUA1 ESTIMATE X11`_ ---- 'TOTAL COSTv 1.1,Ex*. -; 576-wA z7-WAC*!-SAII ET 307LF8 01 AT 40 LF •• , ,I,, `� - I — } ^ Y ., t -1 - , i, w lia7-WA ' 676-WA SN-SAI �?2,280.00 ,E' 1 t 00 (1) - FIRE HYDRANT ASSEMBLIES AT $2G00/EA. 2000.00 A) '� '- _ SPRINKLER CONNECTION FEE Al 1j1250/EA. X250.00 6'MJ SMLDT,1 si0d LA 61+7-WA CMO-I IAL MAIN WITH MJ■6 FLG TEE i 5106-LA 5106 L. CHO-IIAi TOTAL: $13,530.00 ( F Pt AN FOR MAIN 412E) `'•'�"r . o'r •Am1 ot•�'r,+t", O,t9 tour (1) - WATERLINE TAP AT =1250/E A. 1250.00 MATERIAL LIST �"•e".1fi" cc>Nc:aF,-E �� SD1 TOTAL: $15,S30.00 , » -- —_- —_, �. , ---- DETAIL No ENGINEER'S BID ESTIM ATE " T a PIPE. CLASS 52 07 LE. AIN ROCK CITY pF TIG DOUBLE CHECK 1 RE HYDRANT ASSEMt3LY • • • • 1 EA. DEpA —/ ` DETECTOR ASSEMBLY , DCD� OF 1112 3. DRAIN WAT'Eq RTMENT TPW CONT( % ADMIN., OVERHEADS BID , ENGINEERING)D) ; 21864.00 MJ GATE V E.A. CTWD00 STTANDAEt F HYDRANT DETAIL - VALVE 1 E A. _ _._----- — - OF 1 ENGINEERING (5%) 932.00 45' MJ BEND 2 ENO. 101 N.T.S. be NO TOTAL: $15,530.00 1'x8• SADDLE TAP . ... . ... .. . . . . - 1 EA, Ih,�K .,, %,I til AS SUBMITTED TO T-I, ,�-�0 WATER DISTRICT FO�i PERMIT 4/29/97 29707 n r►•If. BID SET 4/30/97 • ---- N, 4.,1 I , REVISED PERMIT SET 4/28/97 ty'e''4" '?"'"`, ai "" orae into _.. _ cm ••;mI, Ei NA• 1., liE•,- I1I •LEGIBILITY STRIP 0 1 2 3 4 5 e / 5 0 10 I I 12 13 14 le 17 le IQ 20 21 22 23 24 25 26 27 28 29 3!) e; 1 1 of g ir "9Ni • IOz ,_... ' I I I J3, /14L� .11.11,144.�1L1.1.1,1.1�LtJ 11111.1.1.1111 it 11f i1-I�„ ��1 ��1 111k1/1.111.1aJ.�1iiJ,.�1 IIIIII1i.1.11.W lT oe 2 5 X , . . .. . , .„ „, , .,.,”, ,,,,,,„,...„, ., •/Uw.+wWryw,,„,,,„_p.. . ..wr . �.,,..,, „� .,sa.wn..r-.... ,,.r, . ,.... gM ..AVR ...,,...MM ....w .... M. . ..".'AAN''4"Y"")""'").w-. "mr)....' ... . ... ,.• • , ... ., ,..,-.,.,. ....... ....,.« ... .,:.+....w.w,. ,__.,.....-. .n.. , »•r. } d, C / 'irell T` t, o a aco [" UN jaN � N 410 . 3 0 ,.. 44; Cli. ; by.Oic () 10 0 IQ 0° 1 . / / 0 1r. m � x i' < _a k I 1 3 ! j A4.1 j a () 10r-7 a � , 1i r T. iq _\, ... _ . ... ... , . . _. ( Ni/ (� * Q t., iii sk; ID (.2..... ./ ..► LI � i III tl UL -O i '� ► 0 Env C7�tx l!l �., 1L� rts r:;� 0 U (� h Oa .a, , BUILDING 16 . / ElErC)' . , L__._ ....\\ OREGON I L- --i T ,� BUSINESS : to' 1 n8.1 r h. PARK n.. , `_ :E ,' .. __ <\..), Tigard, Oregon F - 1 --- - .. �-- / ( 1‘e 1�� 00-.;it A8.1 ' PACTRUST U 1� s �.'.r jam~ AE. I = 4�.., _fb_ /-' SI f I Af.l r) I_ n-A-6.1 7 (2;)____110 ' I .(241 I I_(f20 r=- l -- - __ _._- li (2.2. �_ i �..,•,,,( . ��=- ` r) FLOOR erOn \� .�. . �� PLAN - Teril ' I - Y'r- ---- A ei--21 i E 1 7 ' 1� r G� t., U,1 A4 t f '\ 1•.'� • / �.11 7\ 8 \ Ah.2 } r- ofN+, vow 01-3 ri 114 '''' • 1 r •j, FtIRTtANO, ORE,OR I <i>) KEYNOTES J "' 1. REPAIR & REFURBISH 2HR WALL SEE OCT 7/x+,8.1 (c GROUP MACKENIIf. 1997 ALL RICHT') RESERVED 2. 9' X 10' DOCK DOOR THESE LEAWINc•S ARE THE PROPERTY Of A8.2 GROUP A1A,:KENZ E ANO ARE NOT TO RE 3. TS COLUMN SEE DET 3/A8.2 U EG OF Pf.PP.')OUCED iN ANY MANNED, 4. (2) DOCK BUMPERS PEP DOOR TYP WIIHnUT PFIGI? wPtTTEN t'ERNIS$ION LEGEND FLOOR [� �i 5. 9' X 10' DRIVE IN DOOR F.� :iois:~` �!-� �1 PLAN 6. REPLACE: SCUPPER AND DOWNSPOUT Y fi 1/16"=-1'_ 0"� 7, REPLACE DOOR & FRAME: m u „; REVISION EDITION 8. REPLACE STOREFRONT WINDOW FRAMES & GLASS 7 r? '1'v, ri OSINC DATE EXIS11N:- . ;FETE TILT WALT. FIELD VERIFY SIZE. ` ` •�� .. _ _- . 9, RECAULK ALL PANEL JOINTS • _-_. _ 6 sEE G L _= '=�' FORE?f�;; s ,,yCRETE WALL. I TAtI. ;/A8.1 •- 10. TS COLUMN SEE DET 2/A8.2 GENERAL NO S 11- METAL STAIR SEE DETAILS 8/A8.2, 9/A8.2, k 10/A8.2 • 12. 3' X 7' 1 HOUR UL FIRE RATED DOOR • ' • • -' INTFRIO T . ; 5 A8.1 A, FOR EXISTIN" 7NCRETE SL_Al7 CLEAN-UP & REPAIR --- �--' SEE DETAIL � 13. REPLACE DOOR & REPAIR DAMAGED FRAME --- -- - ' --- •- ' SEE STRUM t. .,L S2.1 14. TYPE 2-A FIRE EXTINGUISHERS _ 2HR WAI OCT 7/A8.1 P. FOR EXISTING CONCRETE PANEL CLAN-UP k REPAIR 15. PROVIDE PACTRUST STANDARD BALL VALVE WATER SHU r'f-rS SEE STRUCTURAL 52.2 BEHIND MILLER TYPE ACCESS PANELS ADJ/ -ENT TO To'. • , --- _____ C. MOVE BATHROOM PLUMBING AS NECESSARY PER ADA 16. ADD SLAT WALL BY Gs STORE FIXTURES) MODEL 486-' ' • P!-K TENANT C '►NG WALL SEE DETAIL 9/A8.1 • REQUIREMENTS. 8'--0" HIGH (STARTING JUST ABOVE" THE BASE OVER Fl c- '- ~�" ' D. REM ACE RU ROOFING k PLYWOOD SHEATHING BEGINNING FINISHED GYP BD) IN AREAS SHOWN DASHED DATE: 3,/21/97 Illomminme TOILET F WALL SEE DETAIL. 6/A8.1 FI?OM 5`-0" WEST OF GRID #7 TO GRID #10. 17. PGE C I CAN WITH METERS ON EXTERIOR, PROVIDE TRU( 0 DRAWN BY: RIB F. REPLACE FASCIA, CANT STRIP. AND FLASHING BEGINNING GUARDS FOR METIRS CHCI:KED BY: DRW anungesnummirm (NFICE/A •j OUSE WALL SEE DETAIL 1/A8.2 FROM 5'-•0" WEST OF GRID #7 TO GRID #10. MATCH 18. 100 AMP 277/480 VOLT SERVICE TRANSFORMER ABOVE ',',..:'I- le -I.HEFT EXISTING. 32 CIRCUIT 120/208 & 30 KVA TRANSFORMERS D.S. DOWN SP F. WRAP COLUMNS A GRIDS i!Ei k #n W/(2) LAYERS 19. AREA OF RESCUE SIGNAGE PFP UBC 1107.2 WITH 2-WA OF 5/8" TYPE 'X' GYP BD SEE DET 6/A8.2 COMMUNICATION TO THF FRONT DOOR C. ALL WORK IN TENANT-OCCUPIED AREAS TO RE DONE 20. TOILET POOM EXHAUST FAN (MIN 50 CEM) "AFTER HOURS" SO AS NOT TO DISRUPT BUSINESS. 21. KNOX BOX 0 10'-O" AFT H. Al L PI LIMPING, MECHANICAL & ELECTRICAL BY '''PERATE 22. SPRINKLER RISER A2.1 PERMIT. OFFICES TO BE PROVIDED IAIIH GAS/ELECTRIC 23. 4'x8' DM DOME SKYLIGHT TYP - MATCH LOCATIONS At." 1 HVAr WITH DESIGN BY CONTRACTOR. PROVIDE 1 GAS PATTERN OF EXISTING Bl DG UNIT HEATER PER BAY 0 WAREHOUSE AREAS. PROVIDE 24. CARPET IN THESE ROOMS OF ___.____�1 STANDARD FLUORESCENT WAREHOUSE LIGHTING. 25. SHEET VINYL 0 TOILET ROOMS '30R -ASS --_ -_`� IA/4N�N Vol NI ► 26. VCT IN THESE ROOMS 29'1057 I r nib BID SET 4/30/97 �:___ _.. pc A„t I J REVISED PERMIT SET 4/28/97 „�°'" '" ''' 1" °'""" "� '1"� r LEGIBILITY STRIP _� 2 3 4 5 5 8 9 10 11 12 13 14 18 17 '8 10 20 2' 22 23 24 25 26 27 28 29 30 Z 1 1 ( OI ® j i ' MOMI"re OL �� � ,.1_,,� , � I. .� l� ;:1,.�I��IILII,�hll�l�.�.11lLllllli.11hl=lll.�i,i . .. t ..,, y . 1: . M1 :. .. ., ... _ . _ .. ..-. _. . .._ .,. .. ., ... .„ „.... ...... .........«,.......^ .. ...«.a. _...,.,r„ ....w.�,i.,,..M,.. .m„n.•ww,.e.,.,M„,..,,^w..n.++.w+r+,..wnwnuwu,y.. «....«n.+wwhN.•.www"�•,.+�w+tw+w,.tri, rMIMiMkMpKMMpM}'eMMIM1'IR#(MMA�A � , ti`n,-!•wk"^Si+Mfi�!�"�""R^eR¢r-**.^nm^�•,.'w!aeur�M�m..enrsvMrarc'•am,rmc+., ....a-....,,:..,,__.,..-, .._ . . .,... ...... , i•,,_.a,,m•.. -en. ., ..r .. _ .+.1^r'w++"" .. -.. �,�. -. -. - ', ,. +�•au< It111AIM�lyq•/!•►wa1. _ .. ..: .. .... +Mnm,wyoa,.,..,;a.ir-.a.... . c.. -. 16748 SW 72ND AVENUE #B-16 2 OF 4 , 94' . • ' I r i 8P r AI I n r,r Wr)I•I, G C pc,1-Je ► m Q1 . 40 <-> . . 15. 0 m 5- D . x . o .\ 1 o I I 1 � � :2:2 fl Q C C I I I _- m * , � co S CO--**"1-.1. _ __ a tu rts qt>: ir.- . . , st: — 4. kg.' {' ID N { ko i m _(15 Projent I : 1 • BUILDING 16 OREGON BUSINESS , I f,; PARK I 7�1 ri Tigard, Orion ;Jil-- • I F Cuero rI " r- PACTRUST To 1 0-';' —....„, . ' ® i ----c—\ mr; ETA 1)01'If' Ill k.l) r.,,?5-; _ • CD 1i i.:u i lc SCHEMATIC ..2) I ,..• ,.; ), ,• ... , ,„ TIC � j _`0`')1 0, ELECTRICAL )—.....-.- ,....„......ir.,._......d .i.,, 11,7......„. PL I` l I I I 6) F r--*— 7-1 • I I I I mo' '=m E) NI; P. WOODS n `,' i)" �` t l "F I TI AND, OREGON I . . . �► 1U ir OF 0 d �� I �r'h GROUPMACKFN7IE 1997 C) ALL RIGHTS RESERVED THESE DRAWING.'; ARE THE PROPFREY Of GROUP MACKENZIE AND ARE NOT TO RE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION evlslons:� {j LEGENDSCHEMATIC_ELECTRICAL PLAN KEYNOTES i Ist. fl1/16",n1.-o� w-.__..._. aW REVISION TUITION 1. TOILET ROOM EXHAUST FANS TO DE SWITCHED WI1H UGH , , CLOSING DATE jn 9_ (50 CEM MEN) , �--- - EXISTING ; . I_TE TILT WALT. 2. PGE CT CAN WITH METERS ON EXTERIOR PROVIDE TRUCK ----- GUARDS FOR METERS _-` FURRING li ,yCRETE WALL. SEE DETAIL. 8/A8.1 GENERAL L NO r E , , , 3. 100 AMC' 277/A$O VOLT SERVICE TRANSFORMER ARO VE V 32 CIRCIT 120/208 k 30 KVA 'TRANSFORMERS ::..7.7---._=,:-.: INTER IOF ;Fl- DETAIL 5/A8.1 A. ALL PLUMBING, MECHANICAL /It ELECTRICAL, lY SI`El_RATF_ 4. EXIT SIGN WITH AN INTERNALLY ILLUMINATED INTFRNArtr , , , PERMIT. SYMBOL OF ACCESS. PROVIDE SECONDARY POWER TO 0' IlmorT mom 211R WAII I,I-r 7/A8.1 LAMP IN EACH EXIT SIGN. • Q. OFFICES TO RE PROVIDED WITH GAS/ELECTRIC 5. PPOVIDF DROP-1N FLUORESCENT FIXTURES 0 SUSPFNDFn Parizzierloom HVAC WITH DESIGN r" CONTRACT-OR• . PROVIDE 1 GAS CEILING TO PROVIDE M!N 50 FOOTCANDLES. FIXTURES 1 TENANT �. TNG WAI l_ SEF DETAIL. 9/AFi.1 , UNIT HEA TER PH? RAY WAREHOUSE AREAS. MATCH BUILDING STANDARD. =5_�- == -__"=•-----' imeintmonm 6. SOFFIT LIGHTS TO MAT CH EXIST BLDG STANDARD DATE: 3/21/97 T011_F T Pr QFC' DETAIL 6/A8 1 a DRAWN DY: RED • ti U I. _ / C. F ROVIUC STANDARD EI ll(11,C-.,(fr�lr WAREHOUSE L1GHr1NG. • CHUCKED BY: DIRW rmainumgratannim OFFICE/w 'OUSE: WALL SEE DETAIL 1/A8.2 LSAT Fr`---___------ A2.2 1 or J 0111:10.- 97057 I Ih/JM.Vi 4,I I BID SET 4/30/97 r " " 'h REVISED PERMIT SET 4/28/97 "`v"' '""a '" °'"`"' "'" I HIM r NihoN 1.1 V_.M_,,..,_- , ..w:�-.ar ax. :r a:,ypui,„ Qs C ITl ��'� , ' '� � ..Ml � ui. . � , _ I I' i •: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I 11111 I LEGIBILITY STRIP b i 4 g e d ' Io I I IZ I3 la le 17 a IQ 20 21 22 23' 24 25 2e 27 2e 29 30 - • 10111111•1 CT -..ii..., ,�,,1�,1111,.,„,,,, i I�111�►111.�W.i�t t1 I I 1 J Ip►1�i1>1111 t I�U.11l l►J�V111a1,.11111 ill�1>11�.111 11J►t�i 11 l.>1a 111 I.�,It IaJ�I I�,�1 t l lta��a 111 1aa.11l ltl lidiii ' 11.11-dlialwidiliLlaillif cle 2 5 X N N I . ,o z . .. - ,„..,........nMw. •....„.,...x..:n....r.......-.. .r. .;...,.....,_n.^w+......._..,,....,.uq..... ,. ..a... , ,n,n..,:*»..n.n,.''.,,,.w•,M.,..y,.,..an,n.M...r.*.www«nw.H.n.-.M..,,.,...,.....«...- _. _ .. .. . .. +M+.,..•.. ._....,:.:.+ly„W...,IM•'�IM+ +�. »�*M» +'+Ilk -. -- - — __.. _- _ _ _ Prill1111111.1.111.1111111111111.1.11111.111.111.111.1.1.....mil.........1111.11.11.1.111111.1.11.1.1 _ _ - I QCP‘hin rin - ' C N Imo, C C 9 ai * \, < i * * , * * * * 0 _� 03N 0 go 0.0 44 CI CO 3 lb _ _F ,Wr,r / I i m ` a . X �' 0 O m Q L. cml 2 I Q C p M ig �1 KEYNOTES ( r; .. ,, --, -r t.... ri,... -°-rr ' ' .___ _._- __ _ ' �.. `, _ _ 1. NEW 9' X 10' DRIVE-IN DOOR r h. s 2. NEW T.S. COLUMN CD L N "r h2 H 3. NEW ALUMINUM WINDOW SYSTEM '''°t r �i C I' i 7 '> 4. NC W RECESSED STOREFRONT SEE DF' 1/A&1 , 01 P 8 5. EXISTING PAINTED CONCRETE PANEI v " �, u s 6. NEW 9' X10' DOCK DOOR �4Aii1 t L-, N NORTH ELEVATION li 7. CLEAN AND RCF'AIR CXISTINC (2) DC��' F3UMI FRS PER DOOR TYP z 0 M 1/16-,1i—o. - - --- — --- 8. EXISTING DOOR ARMOR C1, 8 , 9. CLEAN AND REPAIR EXISTING C"0D(i,"\l' POUT Rio at 10. NEW FLASHING ' +4 0 I 11. CLEAN AND REPAIR EXISTING SCUPP! 0 , (n h- 0 6- 1 •<, , <1.> Or <)/..<A> . . �� 10 12. NEW CHAIR RAIZ. 13. 3' X 7' 1 HOUR UL FIRE RATED DOC);.. Froth t Ar l Cl- �ti; 14. METAL STAIR SEE' DETAILS 8/A8.2, AF,.? & 10/A8.2 BUILDING 16 .,. OREGON i i i I 1 10 1 i � BUSINESS • a�.; PARK GENERAL NOTES f _ -. I A. F oR CONCRETE .PANEL CLEAN-UP dc. ; '.,',1r Tigard, Oregon , _. , _ �` SEE STRUCTURAL 52.1 II I ' � I , -_ _-_ _ — I i _� B. PAIN i TO MATCHEXISTING - iLn • PACTRUSt i..... : I 1..a. t_... 1 . 1d1 _li _ -� = -- h. =` • ` . - .i 2 � (lc) 1 SOUTH ELEVATION 1/16"=1'-0" _ --.._, :.r,it11 11114• '.11> \ ELEVATIONS ‘ It 1O i c....=__ 1 ,t, ,Itk.v1) 4/?r, -_---_- i .,s8t ',i1 ----- -1 --------- ----r------- - .,,-_,._.._:____-_,,,..,,,,, „.„-;.„::..,,,,,..„. . I i ....7— #2, 1 �;, I 1#1 ,(1 i INIMIS k. W ODS 11. / '1 r • . Cr _ PORTLAN , OREGb -. GROUP MAC1(1 N711. 1947 1 3 (11:4 �" AU kIGHTS RESERVED 1EAST ELEVATIONTNESr fIkAWING, ARE 114 PROPERTY Of /1f 1 Q GROUP MACkIN71f AND ARF NOT i0 91 -- USED OP RI PRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTIN PERMISSION evisions -- . . <> xn vNi `�w CPI W $ ,_„ REVISION EDITION S, (((4�' 'In CtO IN(. DAT(. W1 4 �j fY 7 jh. 7 i � � , , . - _-_.. 1 4 1 - _ _.. _...- t 1 4 4 I DATE: 3/21/47 DRAWN BY: BID CHECKED BY: DRW r r WEST ELEVATION A3.1 1,16...,1,_.0. i _ OF 1 I6,48•H „1 til 1 • , 297057 a F BID SET 4/30/97 -- Ili 711i I4 REVISED PERMIT SET 4/28/97 „�'' ' ' 1.14111/1: "" 904/41 "�' ""°° r .. a... o� cm r , 0 2 3 ! X10 I I �n 1l��� I fl 20 21 ��ii21 ��,•2 213 24i • i�, i, �i�i;ii1��i, iII r;i1ini1: LEGIBILITY STRIP i i i 2 1,3 Ila Ie , �e 1' Omm"I�T 25 2I6 27 28 29 30 Z I 1 1 01 0 N�NI I OZ _ ,l,ta w, .�1 t I l►►Il 1�I� 2 5 X „ii„,,,,11L1(1'�la,„,,, Ji,„tl ii,,.,,, 1�1�.�1�1 . �.i 1 tl�.ii„,,,,,,�„„ I(III IIJ��lit„,„ ,i.IIJ�1 ,1i,„,,t ltL.W 1�,„„1,,,,,,i LI If az • {r . F ta, •M... M ,' Ztf o • �_ Q o, o 0 KE MOTES 1. NEW E" 14 GA TRACK W/ }6'iD AR 0 4'-O" OC C C n a M r-N 2. NF14 3)6" 25 GA STUDS 0 24" OC (DBI. 0 EDGE OF STOREFRONT) c tL Pri �p P 3. NEW 5/Q` EXTERIOR GYP SHEATHING ��, m �C 1,0 ' 4. NEV, BRONZE. ANODIZED ALUMINUM STOREFRONT OR WOOD FRAME t) o) Q _ 9 � i� 10L ® 5. 2 �� 8 ('�!A!R RAILo" AT c:.NDS 1 4. 'O "'8) 0 11 TUDW/(4) X110TEKSCREWTYP. it 1T/f'L.ATE- : +_H Cf ' --_ E3. NE'r 4` FIBER CAN F STRIP a" V-}-7:'-' 8 10 P 12J T/I'l_ATE j� 9. NFti, FLASHING IINt tr 1i :� 10. NEw BU ROOFING Cl.")-------- 11. NEt' PLYWOOD SHEATHING SEF 52.2 I A NE ,� R-17 BATT INSULATION :II: C CT/Pl ATE '� i --,. _ 12. c c ,.,, ,,, , 13. NE GLU-LAM BEAM SEE 52..2 �, C (13 �� 14. NF_ PURLlN SEE 52.2 0 if 1_ - 15. EX: T.NC DOOR ARMOR G 0 iM i 16. E) . T3iJ(; SLAB SEE 32.1 c "" C LP 17. EX; -INC; FOOTING ` a 0 '40 : 18. EX;"TING THICKENED PANEL LEG BEYOND e I?i 4'Cil pw 19. NF tk 9' X 10' OHI) 2.0. E?';":T;NG; CONCRETE TILT-WALL Cir„ 8 fv 21. NE SU9P(1Rt_!N SEE S2.2 a (J ri 22. NE 4X PT TOP PLATE ti 6 8 --_ 1� 23. NE . SUSEENDED ACOUSTICAL CEILING 0 9'-0" AFT y 6 _ �� 24. NE v• P-19 BATT INSULATION +0 0 I 1--,5,) 25. NE: d 14 GA TRACK CD 0 U1 F O r- r' ) ' 26. NE b" 20 GA MTL STUDS 0 24` OC pr�`eci 27. 5/ " GYP RD BUILDING 16 • :,..„----8 .40-'----. OREGON 0 BUSINESS - ---- __,.... 0 t1 PARK "'`' .. ,) -� ROOF STRUCTURE STABILIZER BAR BETWEEN All MEMBERS l --STABILIZER PERIMETER Tigard, Oregon .-- 1/:" i - --ADDITIONAL HANGERS AT ALJ. MEM6EPS WITHIN a" I OF PERIMETER t - __�-.-- -�_-_ i i. ', i 2 ,� -., ) i 11 - -,1 PACTRUST 1 ,...._.yrrii /(7)6() . i ti COUNTERSLOf'E HANGERS IF MORE THAN 1:F OUT OF PLUMB 0 I; ' ' 1 1 oiI ly . .., • 1_,. i ,. / i k ,, t ! 0 ..., - _. ,.,..e. ___------R . , 'ft 00 i litid S'1 .h1 T11.r' " e l { f WALL. 4'-01* \ \J �. ,1'\ / \ �l/�, SECTIONS --i. .1 1 LROSSRUNNFP; rITRETEN , ! I 1' MAIN RUNNERS j { MAX AIN RUNNtRS AT 4'-C)' OC 1 i i I SUPPORT WITH #12 WIRE AT 4'-O" CC • , • i , c_________________ �i 1 - LATERAL BRACING W/ APPROVED 1) 11t � I - _ VERTICAL STRUT 0 2'-0" OC LA ^( c1`J' /4(7) b ; ......------6f I i I I WAY MAIN RUNNER TO STRUCTURE. ff PERIMEBEGIN TER AND WITHINACING ` FROM CROSS ;�^` #2:01 `, I I ti i I MEMBER. USE (4) #12 WIRES SPLAYED ►-ti•i 11 NNI, WOOD., 90' FROM EA OTHER ® 45' MAX ANGLE • - FROM PLANE OF CE_II INC. /� ,� . ,J� PORTLAND, t N �'` r ® SECURE ALL HANGf RS TO BLDG. ./)�, e' STRUCTURE. TRAPEZE DUCT WORK `�' O�w0 `> LARGE OHL'TRl1CTIONS. ✓/� J AND OTHER 111 �, _4 SUSPENDED CEILING BRACING L , �..- � GROUP MACKENM 1997 ►! i �� 't ALl RIGHTS RESE RVEU I '' .' 1 T� N.T.S' R- THESE DRAWINGS ARE THE RRO°ERTY (N /I -��_05Yt GPid1T' MAr.41' 'IE AND ARE NOT TO Of • 1. ALL CONNECTION DEVICES TO BE OF AN HAI) Ok wI Pr'IIDUCE D IN ANY MANNER, COi APPROVED TYPE AND HAVE 100# CAPABILITY WIT Htaur 1'P:GP WRITTEN PERMISSION I,!) S evi tons: 1i2. POSITIVELY 56#ATO SUSPENDED CEILING FIXTURES SYSTEM tx L„ J i IP i i i 3. ATTACH #12 WIRES TO GRID MEMBERS WITHIN 3W OF RA �' A.: ` REVISION EDITION SLOPE. ! �� CORNERS Of LACH FIXTURE ;� r (IOSING DATE 144-+A ` FIN. FI.. n7 j i. 1N. FI_Rilu FIN. I"LR. i '• - 4. CONNECT (2) 012 SLACK WIRES FROM EACH FIXTURE - �, �? _ I TO THE STRUCTURE ABOVE I C 1 I} 5. ANCHORLATERAL SUSPENDEDSEISMICF"OR CF_CESIl1NG SYSTEM TO RESIST \. A - . - R a17 . , c.) 1 a w 1 1 DATE 3/21/97 DRAWN E;Y: DEB CHF+.:KE1) 9Y: PRW " 1-- _ 4 . r . A4.1 ,, , _ SECTION __ __ _ 2 WALL SECTION _ 3 WALL SECTION _ rn Q�-�-- I Ib/�N�N O STOPIFRON1 3 ' --0" \ A4.1 / " ft 1h „ I I 941)WALL a` A4� 3/4 --1 0 �. 3 a �1 -0` BID SET 4/30/97 , 297057 , PCs$ar 14 _.._. ._.. REVISED PERMIT SET 4/28/97 "'''Yjb' " • " ' »" "" �........- _ _•.. ..--....,--1,...-.MI..._* .._- LEGIBILITY STRIP �C - 2 3 4 5 6 7 6 9 i0 t1 2 13 �a 6 7 8 19 20 21 22 23 24 25 26 2? 28 29 immimmimmimilimummilimilimiolZII t1 OI _ ` 0+22 5 X- � ul �Jlt!IJ�J , '_' ' Tt.t.Wl ill lilt11 114.. " . .. :. .v. '*.�sy..,,.. m_,,..»._, .......«, ... ,... .G,�.._,,........w. ...._.y,...,. ......._-..,.:...«r . ..,......-.: .._...,.,... .. ,.,..r.. ..w.. .-. .. ».«.r'n,....M.,w �+r.rnw.wM.yw+r•.a.. . .. AA1M Trek. nAwutMv _ r.. ., .- -.. -...-...pi ywe W .w ..,ia- +IMAMMMM' .f,.,anlM«•wP .., L :.4" •\ 4 0 ,i 1 V:',4,'," t 1 C. e)° _ r nl 14 ---1" U Z �.____�---- ---25 CA. METAL STUDS a a tlii ` O0 i,. P.' 'I ! A r 24" O.C. NA FH ;,/8" GYP. 0 O � �- )1 i BD. EACH SIDI 0 11) 0 - I I O 11. D K I j _...___. --_,--------2_TJBF FLIIORF SCFN i LIGHT '" 2 40 Q "0 u 3 3 N j 0 O C 9 l A8.1. (-9-) ? 9 (1) (``') 9 (I) 6 �, - - - -4- -1/2 SQUARE PARA-CUBE I •' p I t ii.t.- r.�-^rR_-,._ '.....-Y -- _�. ! LENS L _ 1 , 1 ;; . � _ 1 t 1, ( 1 I --MIRROR• CS 1\ i i � -1 _.______ r ____ �_._ -._�__--- -- __ --- _�1____,___.- FULL LENGTH OF COUNTER D C �� ,, _ _ - `J j _ ___. _____i-� 1 -iI 4 , I Ill-li ,.... •L,. J / a --4" HAGK.SPLASH k ;IDE ( -17: C C C 4' ••-•'! ' / _ �l' �.� -, -SINK IN PLASTIC LAMINA?F 0 ►,• { 1 1_ _I i �y �' -�` 2COUNTER Q '� (� �. (4)4,. ' ; -----c--(1 ) / ,i :r t ! __,--3/4' PARTICLE BOARD BASE _� ii �/ N i16.1 ( 1 ' i - - i - > __ r` _r' , .•� AT TOP & EDGE E e- 1 -_ 9 ' . _/ II , ..•. .. _., rj. - =-.- _ ....._.......),(_____L--. - rte- FIA(48ARO;UPPP�RIA�EIT R A7 el m W - I I Tr i ,, 1 j " - 44 i! -] i .` t - - _.. 1- I __ _. r r'�_� �� . _ _ ` -- _ : i tai +� � 1 ... „"� -- --1 �4" x 2" FLAT BAR A UNSUPORIED END �° >`:--. -_- -----------.. �, '+. --- --- I W/ (3) 1/4 x 1 1/7 LAG .,CREWS I I, -___1...._\H,j; I lU 2 x 4 ANG 2) 1/2"' MACHINE C- - n _ �' ,Ir ,_-- ._ . ' �. Y Dous THRU STUD. ,DOUBLE UP �► ►. - ' \ I ! . STUD 0 WALL) to t) NN 0� IQILET 0OM---1 f-' T01L_ET RQQM_ 01 'J C) 0 5 �_ .------4--------INSULATE HOT AND WASTE 's.- - - - PIPING W/ ZIP ON BOOT F r�lect iBUILDING 16 ELLVAJQIV /1 ft,f VA T �v _:^- F3 RESA TIQN C -- 4, N, \- OREGON TOIL :T ROOM SOFFIT BUSINESS ' p A81 - ---- 3/4.--1.- D" PARK _ 1 ENLARGED TOLET ROOM .. P .., 'AS� 2 TOIIwI " ROAM.. _. �" iGN� - AB.i -� - 1/4"=1'-- �a"-1' -o• A5.1 Tri-' 1/4" 1,-0" ------ -43-19 BATT INSULA MIN Tlg.�rci, Oregon T (TAX! ---SUSPENDED CEILING "walallumii"6" PACTRUST KEYNOTES I 1. HANDICAP TOILET, BRIGGS #4740 TURBO FLUSH HANDICAPPED ,� a •' AN() MATCHING OL_SONITE SEAT 1' 0' 3' " 2. MIRPOR, 34" PLATE GLASS MIRROR W/POLISHI_D EDGES -` �, 3 I.IAST:C TO WALL AND PROVIDE J-METAL AT BOTTOM -3 1/2" 25 GA. IC MIL STUDS „ Ck3.1 c OUTLET 3. I tol,'• ror' AMERICAN STANDARD OVAL HORIZON W/RELIANT A'P 2 -0" O.C. WITH 5/80 _2'.7._(- GYP. D. FA. SIDE _ � ` I i . ",, '1 - - . '..^.iFir 148 CHROME FAUCET IN PLA-;TIC LAMINATE COUNTER �t Sheet Iti - `4� 'I^ 1OILET TISSUE DISPENSER, 8ORRICK -3474 OR APPROVED i Y CA= 4a , I' 1. t'd r�111,t1i'tiF,l5i', i,A1 r • )� + I WAINSCOT, PL AS TIC LAMINATE c DETAILS 6. HANDICAP GRAB BARS, 42 A stnEs, 3F 0 PEAR ROBRICK I • 1 •o a, 'F? -Gfi06 SA TIN CHROME FINISH ti, i1 • .1_ �. �.1___� _ i;A R 1OWI::! DISPENSER/DISPOSAL, I . \ �_. - s-- __r . + _ 7 c,r P30RRICK jFf? ;4a'1 • 1 ,� �_ 1 Cyr'lli.1ir r n Cat< APPROVED T YPICAL DISABLE ± E--:�5 .,1 A! 1_ I F't '4En 1. SED TYP. C'._)l.►NTE,TOP SWITCHES ANn OUTL.ET.,SEAT COVE!; DISPEN ri.�c r i .` - - -_.-.- _.__ R SO,\F' DISPENSER, ROR�'IC'K #R•-•8662 W/rYTCNSION AS REOUIR.ED I TISSUE 1)SPENSER 4V/1 ; cCE_PTA(; F._ 9• SOFFIT SEE DETAIL 3/A8.1 i 10. PROVIDE A PRIVACY LOCK & "OCCUPIED" INDICATOR =--_ - + 4 � L ROOM/ ACCESSORIE! ND FIXTURES 11. UNISEX ACCESSIBLE Sr��NACE PER UFT 1109.15.? , [",, `,J1.Ji1j1 >� /`ti j"lc,. 12• 30"x48" CLEAR FLOOR SPACE --- -BOTTOM TRACK TO FIN. ���'n i►l��f A8.1 MOi1NTIF1' 11LICrHT ; DIMF_N`;(I NS -- TYPICAL A T Al 1. IUTERiC : EVA i IONS " FLOOR WITH POWDER R URIIhN �� _ 1/`1 1'-0" ANCHORS A T 2.'-D" 0.C. ~ 12301 r�r • G� i tMNi� R. WOODS f • 4 I/a • 1 r .. • 1 . I ��'PORILAN , 5 TYPICAL. INTERIOR WALL .,?4, 7.3 A8.1 3/4"- 1 -O OF (�`�`` 0 .___ _� -_ r -- --- 5/8" PLYWOOD 0 II H •A Tr?' k--19 BATT INSULATION - -- THESEED 6 ,, ARO RIGHTS KENZIERESER1997 ' --1 IATT IN`: TYi' - ��" �, s Gkou RIkACK'ENZIf AND NGS ARE HARE NOT RTO Br ,4,_______,.N } -v-)9.7., X' „ ) A n.�' -R I, �I •.91( i 1 , ;,(/,1 1!\'? USED OR REPkOI�U(EU IN ANY MANNER. - ` 1 OR WRI i PERMISSION \ �. . '' i.,�sa�:- -�>r Xl ,TING ROOF STRUCTURE \ �� evl. I.n�. -____ s,. I I WITHOUT PRI N y J i 4 - _.__ � - -__ �._ ' � `--- J WRaPw/(1)�� W R-10 r/ SLISPCNDED CEILING1 - I "`'* LAYER OF 5�8 TYPE: X a SUSPENDED CEILING `'' Rf.Vi510N EDITION •" METAL STUDS GYP HD S� +'� CLOSING DATE 5/8" GYP. BD. _-11 \ - , . I -_______- H\--- SUOPURLINS WITHIN O 2'-0" O.C. W/ 1, --(2) SIMPSON U26 HANGERS 5'-0" OF GLU-I AM REAM • P-19 BATT INSULATION t • • ' ' 5'-0 MIN " -_ _ `.,� NAIL. TO TOP R r I cY W/(y LAYERS OF 5/fi - 8 20 GA. LC MIL -.. ti I TYPE 'X' GYP BD I _ - 'I 1 STUDS AT 2'-o• O.C. (2) / as l' 2 x 6 AT 4 --1 0. . LAYERS J 8" TYPE- -- r 1 V I BASE PO FIN. /�----' 3 1/2 25 GA. IC Mil S 'X' GYP. BD. GA. SIDE 1 --PURI_iNS, W^AP W/(y) LAYERS FLOOR WITH 1/2" - 5/E3" TYPE 'X' GYP' t30 T YP AT ?'-^" O.C. WITH 5/'1" I r _� ' -r- r 5/8" GYP RD. EXPANSION ANCHORS 1 GYN. BD. EA. SIDE C,L U- .AM BEAM, (WRAP--"" BETWEEN GRIDS lis h 8 A 48 0.C', i DLII-LAM FJEAM,, O J / ` .- I (WR. CriP. RD. AT TOILET r SIDE) GRIDS )16 k #8 W/(1) _. �'�( - • - ,' LAYER 5/8" rYPF. 'x' I -BOTTOM CRACK TO FINISH ~y --- 5/8" PLYWOOD ' GYP BD) RES ILJANT•- SECTION c__. __..._.__.- 1 ' ----------- -DO NOT ATTACH OVERLAPPED FI OC)R W/ POWDER q -_�, DATE: 3/21/97 ----3 1/2" SOUND ATTENUATID' WATTS 0' CANNEL O TOILET RM OUTER WALLS f,�. GYP. RD. ' 100 STUD DRIVEN ANCHORS 0 24 OC VERT. (2) LAYE►.S 5/8" TYP`r--- --rX it \,� BRACING OR ;FALL 2'-0" O.C. W/Ac/R" GYP 11 BATT INSULA DRAWN BY. RIO -- 'X' GYP, FID. FA. SIDE _. --/ i1-- CF1ErKED RV: DPW BOTTOM TRACK TO FIN. r -\- -EXIST 2x6 WOOD 1;11105 • INSULATION 0 1 1/2' BLOCKING FLOOR WITH POWDER DRIVEL. OFFICE WALLS ` -__.-__._- R-11 BATT INSULATION ` -- 16" 0,C. - REPLACE AS NEEDED ••-• EXISTING SLAB 5111-ET ANCHORS AT 2'-0" O.C. 0 OFFICES f __�______ _ `~ ------------EXIST RASE ��.-�.-__ __----_ EXISTING CONCRETE PANEL iM ��- -2 r 6 A T 4 ? O.CI . N oT�� _i____ t FIN. 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L...._ ..___i ______-PROVIDE CAP PLA TE ___1_4, 1 *ENLARGE.D METAL STAIR PLAN METAL STAIR Dt� �`..1• SECTION ,� STAIR TO WALL CONNECT •_ _.�,�_ s - 297057 al.I ,•. • BID SET 4/ 30/97 REVISED PERMIT SET 4/28/97 ,,,,-„E„,‘,.4111 10 "` • ' ' •$ + Topaz- sia • LiGlQtlpN S iP -• -- a - • 0 C. 2 3 • e • 9 2: 2 Ii c? c< <g 2e a- %a 20 V - e O 4 • c S Q f E t + 'a"' OrOR 2 5 X , dt err: . • ....,.., ... � ..,. .., . .... . ,....w..........n..«..w_..., ._ � � . .,..., .�•n•.� 1.,..:. ,v +..,., p.r,.yµ,y.�q ... «ww.-r v n.-.Uu'.W-.•i.f. uM4_f.oY•MW,W ' • ,, . .R F t r w • Y - 'J'', ' ''::.,'''' .',''''' ' : !FliPiligilligiRMIIIIIIIIIIIIIINENININ: 1 Q 0.so ID C N r r Y op ti 50 N r g . 1 GENERAL NOTES 0G•10 ' R 0 ti go 4 2DESIGN - ----- SITE CAST TTL.T U CONCRETE WAf l PANEL4' n 0 m f 12 Df`S10N CRITERIA F'Ol1NDA71ON , L. 4- �a t STRUCTURAL ll >< .,, ES 1. CON:RNiNG RUILPINC COf+f: 1/+A4 1'NiEORM f)t',I DING CODE. W.'n1 1. T1 ll FOUNDATION FOR THE STRUCTURE HAS Raw DE!'ICNLFD FOr AN 1. tJNI E-SS NOTED OTHERWISE., PANELS SIIOWN ON DRAWINGS ARE TO RE 1 THE QUAUT,• OF All Wr)OO MEMfifRS AND THEiR FAS 1ENINGS SHAH C:11 AME NOW•N TS. AUOWARI F- SOIL•--RfARNNO PRESS/IRE Or 20(X1 P':74", DA`1 0 ON PRECAST ON SiTF, iII T-UP CONCRETE Wm 1 PA"El S CONE'(N2M Ti: ('FIAT,TFR •?3 OF 1HE 1fl94 IIB(' x THE ORIGINAL DFStC`A! AND CONS fF21►CTION. 2. CRA WTI LINT LOADS 2. SEF GNERAI. NOTES SECTIONS: "(ONCRFTF' AND 'STRUCTURAL STFFI_' FOR 7. AI_I iT1AM!Nt. MFAARFP; AND PLYWOOD SHMI (.Y)NE'Of'M TO THE EOILOWING CO Si poort 2. RACKEILL Door STRIP' W/ 3,%4' MiNUS CRUSFIFD ROM. COMPACT row:L FTE, REINFORCEMENT BARS, AND I MHEDfE-U PN-ATE 'I:CIT1CATIONS. SPECIFIED I I,F if S, UNI-ESS NOTED OTHERWISE: , c (SNOW FTIIIID-iSP IN ACCORDANCE WiTH 1894 URC APPFNDIx C.iI 't; TO SS% MAXIMUM DRY DENS/TY MI ASLIRFfl DV MODlfhi PRO('1OR TEST flTAMD'G Mf1dDFRS: DOII(XA5 no-LARCH (NORTH) PORTION or .Q, j� In �{QQ 3. THE CFNTERI INE OF SiNGE MAT STI'fl- SHALE COINCIDE WITH THE TAKE 23-1-A (t1HSl Q) o0 3. 511 Mil. 3. ALL ABANDONED FOOTINCS, UTILITIES. FTC„ THAT INTEPEERE WiTH NEW CENTTRl1NF (if THE STRUCTURAL Ti IICKNFSr OF TiLE PANEL. PANFI S WiTH PI.YNKX'l: TARE 23-1-B (UHC) to 7 j CONSTit11CT)ON HA.l1 of Rf�A(Wf D. TWO 1 AYERS Or MAT STEEL 91,411. ILAvk A MAT 1-1/2" CIEAR ON THE . • - `EISM C TONE OUTSIDE FACE AND 3/4' CLEAR ON THE INSIDE FACE, STE PANE]. 3. AU. STRUCTIIRAI Pt 1•WN)D !MEATH/NC SNAIL 9E FABRICATED WITH ", U C IMPORIANCI EACTOR 1 1 04. SITE PREPARATION AND OVIfRFXCAVATEON/12ECOMPACTION or SOiLS SHALL f IEVA TIONS IYX2 ADI)LIIONAL RCINEORCI.MF NT REOUiREA/FNTS. EXTERIOR ( ',F CONFORMING TO U.S PRODUCTS STANDARD PS r-1 FOR I" 0 }�O fdLig.UINC TYPE Rw (CONCRETE (XARiNG `I-WARWAIJ_) B 131 profCAW-0IN ACCORDANCE WIEl•I CEOTECHNICAI RECOMMENDATIONS C(XJSTRIlCTi)N AND iF+M15TRIAL Pt YW()OD, 11114; ()0. 1 IF SUCH WCN?K RFQIIIRED. 4. Pf?OVTDF 2-ELLS CONTINUOUS AT THE TOP, BOTTOM AND SiDES OE EACH 12 , 44 PANEL AND AT THE HEAD, JAMRS AND SiLT (X' EACH OPINING AND E ACP 4. Ml FRAMiN( MEMBERS AND rI.YWOOD S-IAI I. DE Gf,1DF MARKED, "" t 'd' N 4. WIND 5. l7ONiRACTOR SIIAII PROVfDF FOR DESIGN AND IPJ^TALIAITON or Ali Ftlflll?E KNOW-011T OPENING iN THE I'ANI"I. � � O N BASIC WIND SPLIT) Mot, C IISRlNC, ::IIEATHiNC, ANO SIIOR1FIr' REQUIRED TO f:AFf7 Y RETAIN THE 5. FRAMING MF VITEN^ SHALL ((INFORM TO THF EN LOWING GRADES: ' CO, m .3 a z I IXPOGIRE E CAiUTit DANKS, AND VTRIFY AI t. STI IDS: DF-t. Sn1D OR BUTTER 0 6 0 IMPf1RrANC'1 FACTO'.' I 1 r, 5. DIMENSIONS,fSOPENING'S,CONTRACTOR JOISTPOCKETI..00ATIONS,AWELD PLATE PANEL I'c"D F'(tOE SIIRPl1R.IN - 1A l S DF L, NO. 2 OR RFT LD LOCATIONS AND REPORT ANY DISCREPANCIES TO THE iTRl/CTUP.AI. rL.ATE` DF-1, NO. 2 OR f3LTIFlt CO c 20 0 ENGINEER PRIOR 'IO CASTING PANELS. 0 (i) f- 01-fl. 1994 URC 7•.NF 23-1.-0, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE CONCRETE B. EXPOSED IME; OF PANEL..S SHAI I. RE CHAMFERED, EXCEPT AT THE INSIDE' RESTRICTIVE NAIIINC IS INDICATED ON THF FLANS OR DETAILS c -- - -_-__ FACE OF' OVF7'1 if AD DOORS. P ro j e c t CFNFR/U ---- CON 1, CONCRETE MiXES SHAH. DE DEsirwrD RYA QUA'Inrn TESTING _ - RATORY AND REVIEWED DY THE ENGINEER. MINIMUM COARSE 7 SRIJ. PLATES, RO''TS OR STUDS BEARING ON CONCF?ETF OR MASONRY SHAH. 1. NOTES AND DFTAlIS ON of/' DRAWINGS SF1AU. TAKE7. SEC AITCHiTECTURAI. DRAWING$ FOR PANEL. FINif urS, REVEALS, CHAMFERS, RE PRESSURE TREATED. BUILDING 16 PREC7'DANt) MC?TAI THE GEN!RA1. STRUCTURAL NOTES AND TYPICAL 1L TA: `; AGGREGATE Sh IS 1/;' INCH. MiX DESIGNS SEEM I RE SEALED DY A CIViL ET(;- OREGON ENGINEER LICENSED IN THE. STATE OF THE PROJECT. SLIIIMiT MIX R, BLX.T HOLES iN WOOD SNALL RI 1/32' TO t/16' LARGET? THAN THE BOI-T, DESIGN FOR AirCF11lECT/INGINEI"1? TO REVIEW. B. THE PANFI.., HAVE BEEN DESIGNED FOR THF IN-SERVICE CONDITIONS ONLY. FENDING ('l H01 T ii7F 2. THE CONTRACTOR SHALL VE)<tif 1' ALL DIMENSIONS BEFORE CONSTRUCTION BUSINESS THE GENERAL CONTRACTOR SNAIL HF RE3F'ONSfRIF FOR THE PANEL I.ifTING PARK INT ARp1(TEC.T SHALL tar NOWIFI) OF ANY DMUS. (X! INCONSISTENCIES- 2. AGGREGATE FORNORMAL M41C +7 CONCRETE SHAH. CONE ORM TO ASTM C33. DESIGN AND MEN ICM). PORT LAND ClMFN1 STiAl.l 111 TYPE 1 Off TYPE IT AND SHALL CONFORM TO 9 00L HOLE. 11A1.1 NOT RF. LESS THAN 7x DIA. FROM THE END AND 4x DIA. FROM THE t-''7 OF THE 1.40M11/R, UNLESS NOTI1) OTHERWISE, 3. DO NO i' SCALE DRAWINGS; COOMINATT' DIMENSIONS WITH ArRCHI TECTURAi ASTM C150. EI YASH SHAH NOT DF USED. 9. METING INSERTS VTSERI E AETEA ETNA'. CONSTRUCTION SHAH_ RE PATCHF71 Tigard, Oregon DRAWING';. AND FINISHE ,O MEET THE ARC,41TECT'S APPROVAL, 10. PRE-BRIO t•rlt HOIFS WHEPf NECESSARY TO PREVENT SPLITTING. 3. ADMIXTURES MAY BE (RED WITH PRiOR APPROVAL OF THE ENGINEER. ADMIXTURES USED TO INCREASE THF WOF'KACILJT'Y OF THE- CON('.x'I:TE 10, TEMPORARY (TRACING OF PANELS SHAD_ NOT DE REMOVE]) UNTIL AFTER 11, EACH CIU--I'LAINATED MF1JRFR SHALL BE STAMPED WITH AN IDFNTIFYINC Cl �-'� 4. ALL WORK 91ALI. CN•1ECIFNM TO THF MINIMUM STANDARDS OF THE 1INIFOP,M Client BUR DING CODE AS AMEI11rF7 AND ADOPTED BY TI II' .;IAtE OF ORF CIO t SHAD. NOT RE CONSIDERED TO REDUCE THE ;PFCiFIFD MiNIMUM CEMENT THE 9AR LEAVE OUT HAS BEEN POURED AND THE ROor DIAPHRAGM NUMBER ANC, SNAIL RF ACCOMPANIED RYA CERTIFICATE or INSPECTION PACTR UST 1996 EDITION Of THE `ItitlE TVA! SPECIALTY COD'. CONTr_Ni, CALCIUM CiII(W1IDE SHAT-!- NOT DE USED. CONSTRUCTiON ISAS REIN COMPSFTF'D. CERTIFYING -',IAT THE Mt-MOMS un-1 THE 1994 1.1130 RIO(1IREMENTS. SUCH CERTIFICATE'.'. MUST BE MADE AY AN APPROVES) AGENCY Or THE A.P.A. 5. !Tr AI;p+ITFCTl1RA: fi?AWfNC` FOR 1HE EOI1-OWING: 4. COMPRFS ifVE STRENGTHS OF CONCRETE AT 78 DAYS SHAM R: AS FORAMS: 11. BORATE SHOP DRAWINGS FOR ARCHITECT/ENGINEER' TO REVIEW. A. SIZE AND IRA. ..N Of AIJ OPENINGS, F>'CxTE. Al NOTED. SEAN ON GRAfrF' MOO PSI 12. GLU-IAMINA'i!'O MEMBERS SHAD. RE A CC>x+BiNAT10M OF 241-V4 (0.F.-- G. 517E AD ((CAT ION (M Al tMi 1N1'iTAND ET'T A(?R NON U('ARWC. Til_T-UP WAIL 4000 PSI LARCH) INf1U:tiTF)AJ. GRADE, AND FX1'FRIOR GL UE:, UNLESS NOTED ' PARTS TR/NS11) L 5 MIXING, TRANSPORTING, AND PLACING OF CONCRETE a11AL L CONFORM 1'O OTHEIrWIG: Oh PI AN. CANTILEVER MEMBERS `.-1ALL BC '4F--VR c. SIZE AND LOCATION Or CONCRETE coons, n nor DRAINS, `�-OPE`', STRUCTURAL STFFI. SNPRECAS AREAS, CHANCES ALLES IN El W..1., CHAMFERS, GROOVES, TWERP.,? ACI 3O4R-116 AND F'h'OJECT SPECIFICATIONS. 811. CON%F,r'TE SURFACES -------------- 13. MAXIMUM 12' MOISTURE CONTENT IN WC)OD AT TIME OF INSULATION ET C. AGAINST WITCH CONCRETE iS TO UE: PLACED 5HA11 DE" THOROUGHLY 1. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE F OR 5, INSTAL.LATIC' d. Sl7F AND I OCATT(NJ (X AU fl_OOR AND ROOF OPINING ti EXCEPT A` CLEANED. L.AIT'ANC.t AND :;TANDING WATER SMALL- IIF REMOVED. GRADE f! Oft ASTM A501, MiI L 71ST REPORTS roo !':TEES PIPE SELAU- DF SHOWN. S.11RMI i TED FOR APPROVAL a Fl-OOR AND ROOF FINISHES. B. Al REINFORCING BAPS, ANC11Ch? 801 T^, AND OT HET? t ONCf'i'TE INSERTS �_ • 9-1 ALL PC. W1 I1 ` CUREL) IN POSITION PRIOR TO Pi ACING CONCRETE. 2. ANCHOR DOLTS SHAH CONFORM TO ASTM 4307, UNLESS NOTED OTHERWISE. SPECIAL, INSPECTION I c+�1 litlo I. STAIR FRAMING AND DETAILS, EXCEPT AS ;fiOMM, PROVIDE STANDARD LIAR CHAIRS AND SPACE/ZS AS P505 fRf U 10 MAiNTAIN rEC� ______...._____.=. p. DIMENSIONS NOT SHOWN ON ^TRIICTIIf`Al. DRAs17NC.:;. CONIAETE PROTECTION SPECIFIED. GENERAL NOTES 3. STRUCTURAL STEEL- DETAILING, FABRICATION AND ERECTION SNAIL CONFORM IN ACCORDANCE WiTH UDC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE R. SPF MECHANICAL IN tIM01NC, AND ELFCTRtCAI DRAWING^ EfN' THE TO DIE AISC "SPECIFICATION FOR STRUCTURAL STEFI 61111 DINGS - SPECIAL INSPECTION. SEE' THE SPECIFICATIONS AND DRAWINGS fOR ADDITIONAL FOi l OWING: 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL DE AS AtLOWARIE STRESS DESIGN AND PLASTIC DESIGN,' 19E19 EDITION, WITH REQ(JiRIAIENTS FOPINSPECTION AND TESTING. u FIFE RUNS, SLEEVES, HANGERS, TRENCHE;, WALL- .IND ,:LAD OPENINGS, F01 LOWS: (',TF A.C.L. 318-89 SE('TiON 7.1 FOR CONDITIONS NOT NOTED.) AMENDMENTS, AND THE. 41CC `GOOF Of STANDARD PRACTICE FOR STEEL EXCEPT AS SHOWN OR NOTED. 1 n. CONME IE CAST AGAINST AND PE.'RMANENTL.Y Fx'POSL-D TO EARTH . ..3" BUiiP!NCS AND RI-IMS,' 1986 EDITION WiTH AMENDMENTS. -" - - --- ----- -1 NS I. fTFCTRICAI CONDUIT RU , PDXES, OUTLETS M WAILS AND al ARS. b. C(NJCRi if. FXPCl�;FI) TO EARTH CO2 M�ATHfIt IIF'M I 'R CHAPTI?' 17 r. l',ONCRE1E INSET?TS FON FiXnJRE DANS #3 AND tAiCCXR 2' 4. WELDING SHAH_ CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD _' �n r CONCRETE 15 ---V l d. ON AND LOCATION CN MACHINE OR EQUIPMENT BAS.fS, ANCHOR BARS AND `''MAULER 1 1/2' D1.1 LATEST EDITION. ELECTRODES FOR 1. CONCRETE SHOP AND FIELD WEDS SHALL IlOT TS FOP MOTOR MOUNTS. c. CONCRETE. NOT EXPOSED TO WEATHER ON IN CONTACT WiTH GROUND CONFORM TO AM; A5.1 OR AWS A5.5, (l ASS C7OXY, SUBMIT SPECIFICATIONS Z - L ----1 SLABS. WALLS, JOISTS -- 1/11 LIARS AND SMALLER 3/4' ROE T.. NS • 1 EP IN CONCRETE -WEDGE ANp+OR INSTALLATION A. NO ROOF TG' MiCIANic:AI UNITS WITHIN 25'-0' OF ANY EX1R)OR WALL c S OF PRC)F'OSEO ;11BSTITUTt. FTI.lER METAL FOR Af'PkOVAI.. WHERE: INDICATEDH ON DRAWINGS _ - RFAM.,, COLUMN., - TIES, STIRRUPS, SPIRALS 1 i/2' All EPDXY ANCHORS M 5. SPLICING OF STRUCTURAL STEEL MFMRFR S WHERE NOT DETAIL .'' ': 'EHE , .410`i fi� 7 METHODS, P►,nCfDI1R1:;, AND SFOIIENCf`i of CONSTRUCTION ARE THE S. REINFORCING STEEL FOR CONCRETE SHAM_ DE GRADE CO AND 511411 CONTRACT DOCUMENTS IS PROHiLifll WITHOUT THF PRiOR APPT•OVAL OF 3- RFINFORCXP '•1ELL - -REINFORCING STEEL PLACEMENT G, R MtFtlT4'ONSIDIUTY OF THE AND SECTOR. THE CON'r CONSTRUCTION SHALL TAKE All. CONIORM TO ASTM A615 OP A706 FOR WELL TYPE REINFORCING STEEL THE ST71UC(1uAl ENGINEER AS 70 LOCATION, TYPE (1f• SPLICE AND - IN 711.1 WALL PANELS Efr,` ,_ NECESSARY PRFCAIITIONS TO MAINTAIN AND ENSURE T,IE INTT"GRiTY OF RIINFORCINE BARS SH Ali. NOT RE. TACIt M1•:DED, WELDED, IllATED OR CONNECTION TO DE MADE. AND POUR STRIP .• THE STRCICTURIT Al All STAGES OF CONSTRUCTION CUT UNLESS lNDIC'A7Ff1 ON 1H[ CONTRACT DOCUMENTS (k2 APPROVED DY _ ___. --___�_ ,____., �._ a THE STRUCTURAL CM:INTER. , + C. HEADED CONCRETE ANC/1URS MALL RE NELSON HEADED CONCRETE 4' WEUIING -All ElF:0 WELDING - d, nFE CONT?ACT STRUCTURAL DRAM7N6S AND SPECTF"1CATTON,, pTIT ANCHOR: (Of? APPROVED UCIUAt.), AND SHALL CONICI?U TOA LM A10A. -ALL SHOP WELDING �►, '� THE FINISHED STRUCTURE THEY DO NO1 INDICATE THE METHOt1 OF 9. WELDING RCINFOR(fMCJT HARD,, MWILN APPROVES) BY TING.. `TRIICTURAI. ANCHORS SFiAII. RE Al1TOMATiCMI.Y END WFl_DEU WITH SUITABLE STUD y , THE' 7(NJ, THF CON TRACTOR '2181.1_ MOWN- AL1. MEASURE^ ENGINEER, SHALL CONE ORM TO THE AMERICAN WELDING SOCIETY STANDARD WELDING EQUIPMENT iN THE SHOE' OR IN THE FIELD. WELDING SHALT RE J' PIAPHRAGA: _____.�� -NAILING AND STRAPPING` -- O COL-&.SARY TO PE`ITFC:T THF S'IITUCTURE. WORKER' AND VISI 01.4, LA TEST EDITION. L`7AXX ELECTRODES SNAIL RE (JSLD IN WELDING `- �+" IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD PLYWOOD THICKNESS & ' 1RiO, 4706 RI INF ORCING FATS 70 A35 STRUCTURAL ST01. vstioiNG COMPANY. INDEX k GRADE CONSTRUCTION. S1Lp+ MFA�.IMf' !'�1AL 1 UNCI UDP, OUT NOT RE I iMLTF11 TO, RR ACING, SHORiNG roP CONSTRIICTiON LOAD;,, ETC, VISITS TO THE SITE _ --�.� �_ 10. DETAILING OF CONCRETE REINFORCEMENT ©ARS AND AccE-`Y;ORiCS SHAT I -__-_ _.. ... -_ _______-,-__ _-__._____. BY 11# STRI/CLI.41. ENGiF10ER !MA IL NOT I GEL DF REVIEW or Il-IL ABOUT CONFORM T.'1 THE RECOMMENDATIONS OF THE ' r I. DETAILING MANUAL. �1 GROUP MAGKEN%If 1997 ITf1w/'� All. RIGHTS RESERVED ACi COMMIT TFT ,115, 1989, ST CO A SPECtFlf 9. OPENINGS, POp(ETS, ETC. SEMI L NOT BE PI ACED IN STIR ICT1 RAI DRAWINGS ARC THE PROPERTY OF 111 MINTS 11Nl f'SS SF'FCiFlCALLY DF TAJI FD OR AFFRONT P D'.' TILT 11, GROUT 9011 1N NON--SHRiNKAR1 E GROUT CONFORMING TO ASTM CA27, GROUP MA!�t.Nii: AND AR! NOl TO RE USED iJ I REPRODUEI.0 IN ANY MANNER, STRUCTURAL FNGINEFR. HAW !) A/PRC:;SIV[- i'CTvG11I AT 211 DAYS OF WI11fCUPRIOR WRITTEN PERMISSION SHAH. 3000 PSI. PRI-GROUTING Of BASEPIA TES MO. NOT OF PERMITTED. SITE. CAST CONCRI T( 7157's BY INDEPENDENT T1 STTNG LABORATORY ---_-- ___ 1 i K•:vis!ons: 10. CONSTTNIC"ON LOAD (MATERIAL. AND FOIII/MENT) f,14AI L. NOT FXCYI D TFIf 12. FORMS FOR CONCRE TT: SHALL RE LAiD O11T AND CONSTRUCTED TO PROVIDE 1, SAMPLE THE rfr^T DAIS TRUCK LOAD OF READY MiX CONCRETE AND EACH en p_).7 f>FSIr)V L►VF LOAD PER SQUARE F(a)T. PROVIDE ADEC)llAfr IIOFIE�t, ANf EOR FHE REQtl►RLI; CAMBER;/';LOPES. TENTH TR1/(`F LOAD THEREAFTER, COMPLYING WITH ASTM C 177, K �, REVISION EDITION i OR HRACiNG WNFTIF STRl1CTIIRES HAVE NOT ATTAINED DISiGN f-lRttNGTH, V t3 "u, CLOSING DATE_ 13. ROVi SI EE WS FOR PLUMHENC AND ELECTRICAL. OPENINGS IN CONCRETE 2. PEPEORM OW .SLUMP TEST FOR THE FIRST DAILY TRUCK 1.0i'D OF READY ax ?n 11. IMHfN A OFT All IS IIWNTtRFO, THE CONTRACTOR SHAH APPS Y TIi1S BE:TORE PLACING. CORING 'THROUGH CONCRETE IS NOT PERMITTED EXCEPT MIXEDCCiNCF`F1C AND EACHFIFTHTRUCK LOAD THEREAFTER, COMF'I'(INC OF [All IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDI TION WHERE SHOWN.. NOTIFY THE ST1TUCT1IRAI_ CNCINFER IFi AIIVANCf OF CONDiTIONS WITH ASTM Ii43 + + +f THLn (1R NOT THE RET FRINGE IS MADE IN EVERY INS FANCF:, NOT ;FLOWN ON ISLE DRAWINGS. 3. PERFORM ONr AiR CONTENT TEST FOR EACH SET OF COMPPISSIVF STRENGTI+ + I- + 14. CURING COMPOUNDS MEED ON CONCRETE THAT IS TO RECEIVE: A RESILIENT SPECIMENS, ! 'OPEYINC WITH ASTM C 31. .- TELI fiNiSH SHAH BE APPROVED DY THE 171 MANUFAC.T(IPLR RETORC USE. 4. FAMILIA TE C(M.LPPESSiVE STRENGTH IPITC(MFNS, COMrt YTNG Wi1H - --+ 4 - • 15. SI.111111T SHOP DRAWINGS For ARCHITECT/ENGINEER TO REVIEW. ASTM C 39, 16. AiR ENTRAINMENT: AST/.4 C--260, 5X, EXTERIOR FLATWORK ONLY. 5. MAKE ONE 9 ' i• 3 CCMiPQES;/V1' STRENGTH SPECIMENS FOR EAC 1 DAY OF - .--- . - , . _ STRDCTIIRAI- :ONCRETL REWIRING OR EACH 100 CURER YARDS OR FRACTION THEREOF FOP f ACM PASS OF CONCRETE. +--- •_ 6. TEST TWO SPECIMENS AFTER CTIRING 7 DA'IS, TWO SPECIMEN; AFTER CURING PAH:: 3/21/97 28 DAYS ANI' PITA IN ONE SPECIMEN FOR LATER TESTING IT REQUIRED . DRAWN BY: BO 7. COMPLY W►TH SIRE SECTION 1906 FOR EVALUATION AND ACCEPTANCE or CONCRETE CHECKED R'1: 1.-110/JDA r B. SiTE CAST CONCRETE TESTS WILL RE PERFORMED NY iNOE-PFNDENT TTSTING Ffifiir + I-AFXX?ATORY rUPLOYED PI OWNER. 81.0 0 i Cor --_ him's% N‘1 NI 1 , Fi-Iel DID SET 4/30/97 t 2gd 057 1'l. ►1 ..1 1l REVISED PERMIT SET 4/28/97 r''°"^`' �,�°°" �y a,«�; * l N« ..� 1 LEGIBILITY STRiP cmo I 4 ,. 9 1 M . 1111 iiii�Ii1, ,.�. 11 11 i i �iiiil i1I1uI1nlluuliii I,il l Ipn�,nwi cn, ti IG I I 12 13 14 i lle 17 18 1l9 20 21 22 23 24 25 28 27 28 29 30 til - l�•. 1i,11 111a1.1J�..iiitiiala.�.i1.�1�J.�-.tllkl l dill ilthallilatill.�.lil.iiiil�.� ilI.lWiliiiill�laliIIL►1t!a1,./Iii�1a1 l.I 11�.f .1 HillI 1 ,Oz 1, 11 .111�.111L1.11�,1.11111.�1a111.11.1r1.1.L�1,11.1*�J1.1lII,IIiIJ..IIIIII� 2 5 X .„ , J'1 .II i . . nnWN!�.1.te.•M.+wM'"wt.-:.,.wr+i.,,.,r.v...., ........,....... _.,,... , ., .. ..-.... ._.,».....__.- ..•... i •rn•-w+ywi+-.a•.•,.,,.w•.,w - „on...,. _ ,..._,.•, ,.,... .. ... ........ .. .. .. . ..,..., ., .. . .., .,. -. aw.y+w.e ,�+wwrwu�wr•Are�'� - somo . 'R9sKMM�"eRr�rMRP �lMMw,eaMW.T. ry;�,r" +R "w+«a•�- M� "4 ,1. 16748 SW 72ND AVENUE #B-16 3 OF 4 -____. - I Iv } \ . . N 8 9 10 apn � . ' . '\y � --- - . . . .. le C3 2 0 C/ 3 1) �3 ® 1,, \' U m4. t I ,.% _ , ;, .0_, •itis ....1 p I 0 L-._.__ --Ti . _.) 1 - ---.1 . _ 1 __,.____ 0 1 P S1821 SIM ` ! , et C E iE 6 ®--___,,, 0 � Qf I Q2 FL - ..r (.� j Ili O C 1i7 2 Ir' [7 , , I I fi: s -IFI 41). co 0:1i 0 N` __- _ ,' - ; • : - . III9S8.1 • I V ;OM. N4t _- T. %��I7IW-4-LE Ik0 - • 3 �' 3, C� , ,�.....C. \-- -r5D . • 31 Projec t 10 Fi 2� ��-i BUILDING 16 ' , sd•i IT U OREGON BUSINESS © ® ; „. a I PARK 400, ,' ! EAST PANEL REPLACEMENTS ELEVATION 1/8"--1'-O" PANEL THICKNESS= 5W. Tigard, Oregon C�.`,. E 1\9G� 6 - Client - - _- l F 9 . Sst •. "to.., 518.1 1 0 9 PACTRUST -� <N > 1 , , / . I 1 0 4� 5 4 0 Go 1 , , , , , , ___z Sheet Title I -'' _ `�-- �---� EXISTING FOUNDATION _ PLAN & t �• i ! i F ...._() j :-� T F! NEW PANEL .9 - ! -. 'THICK PANEL_ � � a •- (, i t N f i I `t STOP O EXISTING � I ' PILASTER ELEVATION . ‘--- 1 )1P 1 F-E-d i --, UNO 9 12 i' 1 SF3.1 1 58.1 f I PA 5 l-I., 'A i, T i I ! -- ' ----- ��V,C,1 N t ��/ /' / - - - ./ - -, "i 7 r Asfi , --it * ' 1..- EIA *, ,7.t._,, , , , -4t-t- B. Cc's 0.) <le .. i.3 yr\ 4> NO-111-1 PANEL.. REPLACEMENT ELEVATION SOUTH PANEL. REPLACEMENT ELEVATION �' •► 1/8"--.1'--o" PANEL THICKNESS= 5y" 1/5"--1'-0" PANEL THICKNESS= 5}6" TYP t GROUP MACKENZiE 1997 , 12" 0 THICKENED =--' AU RIGHTS RESERVED THESE DNAWIN': . ARE THE PROPERTr OE GROUP uATkrNZIE ANO ARI NOT TO BE USED CP PE PRODUCED IN ANY MANNER, WITHOUT PRIOR WPITFEN PERMISSION ... � evisiNn�:� 0 FOUNDATION PLAN GENERAL NOTES _______ ___. PANEL KEYNOTES x� 0 rW " _�'- ' fki uv+ CLOSING DATE ON 1/16`r-1 --�> FLOOR SLAB b. REPAIR 1. #4 0 12" OC "-A WAY, AT c. OF PANEL r4 iz a. THORROUGH/.Y CLEAN ENTIRE SLAB SURFACE, REMOVE AL-1, nEl?RIS 1. APPLY EPDXY BONDING ACFNT "CONCRESSIVE 10011_PL" OR 2• (2) #ri o c C PANEL, AT ALL PANEL EDGES AND MISC. STAINS BY SCRUBBING, SURFACE GRINDING, OR APPROVED SUBSTITUTION 3. (3) #5 0 EA ,-ACE OF PANEL, EQ SPACED IN LEG • • • FOUNDATION KEYNOTE SANDBLASTING TO OBTAIN CLEAN UNIFORM SURFACE: 2. GROUT W/NON-SHRINK 4,000 PSI GROUT "MASTERFLOW 928" 4. (4) #5 O EA "ACE OF PANEL, EQ SPACED IN LEG �. -,-_ ._._-_ - - APPEARANCE 3. SACK FINISH AREA AS REQUIRED TO PROVIDE UNIFORM 5. (2) #5 O q L . PANEL, 2'--6" PAST OPENING 1. EXISTLJG 5" CONCRETE SLAB b. FILL ALL HOLES AND CRACKS W/ "DURA PATCI-I" SURFACE ON EXTERIOR 6. EXISTING PANr i_ TO REMAIN 2. EXISTING POUR STRIP TO PEMAIN c. APPLY MINIMUM (2) COATS FLOOR SEALER TO ALL SURFACES 4. SACK FINISH ENTIRE WALL ON INTERIOR SURFACES ` - 3. 2'--O" X 2'-0" COLUMN HI.00KOUT, SAW CU" .11) REGROUT 5. AT INTERIOR PANEL PICK POINTS GROUT AND FINISH --.....----+ - 4. EXISTING PANELS FOOTINGS AS NOTED ABOVE 5. NEW CONCRETE PANEL n. CONTRACTOR TO VERIFY ELEVATION AND LOCATION c. REFINISH 6. SAW'CUT SLAB AS REQUIRED FOR PANEL TO c -,TING CONNECTIONS OF EXISTING FOOTINGS 1. PAINT TO MATCH EXJSTfNG �=_ _ _ _--J r REPLACE PER DETAIL 9/58.1 INTERIOR AND EXTERIOR CONCRETE WALL SURFACES ,lANFI_S DRAWN BY: KB ROCK POCKETS, SPALUNG, ETC. OTHER THAN THOSE AREAS a. CONTRACTOR TO REMOVE EXISTING WELD BAR BETWEEN NOTED FOR STRUCTURAL_ REPAIR I.F. F3FAM SEATS LOCATIONS CHECKED BY. JDM/LBO AND HIGH PRESSURE GROUTING WILL REQUIRE THE FOLLOWING; EXISTING PANELS. " " __ t n. SURFACE PREPARATION b. HIGH PRESSURE INJECTION OF CCNVCRF'SSIVE STRUCTURAL 'TiLET CONCRETE BONDING EPDXY GROUT INTO ALL VISIBLE CRACKS 1. REMOVE ALL LOOSE OR CRACKED CONCRETE TO SCUD ON EXTERIOR SURFACE OF (7) PANELS NOT REPLACED. WORK SURFACE ( LIGHT BRUSH HAMMER OR CHISEL) 2. REMOVE AL1. PAINT FROM ARTA REQUIRING REPAIR BY "HARRY S. PETERSON" OR APPROVED SUBSTITUTION. 3. REMOVE.- ALL DEBRIS FROM FIRE DAMAGE FORA SMOOTH REMOVE Ali PAINT FROM AREA, REQUIRING REPAIR, S 2.1 UNIFORM SURFACE AFTER THE EPDXY HAS CURED, THE TEMPORARY SURFACE SEAL IS TO BE REMOVED, STRIKE AIL CRACK JOINTS AND SACK' FINISH AREA FOR UNIFORM APPEARANCE. REPAINT TO MATCH EXISTING. IYi_g _ _ I Ih�4N 1N „I a , 297057 BID SET 4/30/97 - n R.16 REVISED PERMIT SET 4/2E3/97 s''''' '''"' " "" IMI12 't I•! - w -._,...........,...-.._....-._.._..__ _____ _ - LEGIBILITY STRif02 3 4 5 7 9 9 ' I 0* . c. 0 12 '3 a e 7 18 I9 20 21 22 23 24 25 28 27 28 29 30 al 1 1 QI o MOI • OL` a 25 X „ i 1,, „ ; ' ,li !'' 11x'''' I of 1 11t "1hl ''," I .; I„ I e • • it it 1 A ' p -N G �r-: r r ao I - —SIMPSON LSTA 30 a N STS A 4'-0" UC w�. 0 i n. vi 0 e . <>I 40 . • RAP 8 9 1 Q STRAPS FIRST (3) PURLINS n A 4.6 ` ,� -----ROOF SHEATHING 0 O 3 • X ql in 1 i; I; i I I I I I S. J 1 iI . : . i T.s t t _ b . .,.., \ 4 Q Io . • a) a: . . . ,. \ : r==ar c-=_ s_�f=a- __ _r --a; _--; -.r---ter=- .- .a. ..- c $ NL . . — \ 41 0 II ceii 1 1 \– -- --SUEPURLIN W/ HANGERS %. Q *' ' ai 2 I tli I i say • I i`" ` ` 0 �J 4 t0. I 1 SIM d 01 t I -�_ ,/ Al•I l ( I, , I I P.-P-0- i I -------- _ PURL_(N c p 1 N 1 .. * m W *i d I , . ' ( : C. ', ; I 0) a> SS11 ) •`: I M. i- .""mli ` 13 a QN I YPI M) ") I I �• �fi ` I I i I x x TY(' 10 15) f?I.ACES c. to CO!A H- 1 I% � I I 1 I I �t protect "-'_`—� Er BUILDING 16 "I 3_ I ( 3UB-PURLIN PURLIN FiEGON I 1 SEi.1 I , 5Fi.1 S8.1 4 11 /2"=1'- 0" F3l)SINE�Sr�52.?.. sIM O (6) (2) PLACE'S _? '1PARK + � I I TYPO � PLACES /(11 __ $.1 __ I ' - Tigard, Oregon -,i --'., L ---- , , 1 i ' 1 I ; ! ------(;) :c 1 i jP5../ t ` c a j SIM 0 (6) ___.— '____-, . I_I-�- ' I i ." - ---EXISTING ROOF SHEATHING PACTRUST 11 - -1 , f PLACES a ► I 1111 0 I I I I I -�-- :J_L I I . _ ._.. ----•C 1 ',�`�� I I 1 1 , j 1 I I I I �� I . f X v 1111"-/1\ , /,\ ):----CD -EXISTING PURLIN • 1 ` 1 `A 1 1 r, i►� 1 1 1 c4-27\,) f 5Ei_j. �— /` I 1I I `;' _____.—= >4. I _ laltA: ‘ ., ,1 1 Title 58.1 r '���/ 1 SIM ? ? I I I I I i I 8.1 1 i SIM 2 , , II �. �� � _ _ FRAMING SIM® Q J } , _ _ --- ' -t=~-4--- - W , - .- 4---#= PLAN I N.. : 1 -r- _r--=� -�=f 1-r— --- - --'1-31Jsc�--�— _ - rr --___.._,.r ..__ . . .s-- rr_.-_�.... --- - _ / S, . 1 I 5 1 1 1. 1 > — SIMPJUN HTTI6 EA PURLIN, S2.2 ( S[iF, ' . . EA SIfF OF GLR c_-- .___ -_-—.--Z r3 .t I I I --� Tti: +I' W/ 5/R"W THRU BOLT 1/4V PROP4 TYP 1 khi- N.' . I I -0I 1 I 74 �'4' +' 49. )))e--) 1 ! 11" _�_._._i EXISTING GI.U- L.AM E1CAM V �,�<I-> . r. . 0 y I I I '' re;r‹> " :-_ ,,, 3 EXISTING PURLIN TO BEAM CONN.82-2 Z ' J 0Q•' GROUP MACKE.N71C 1997 ALL RIGHTS RESERVED (..- THESE DRAWINGS ARE THE PROPERTY OF 1 ---EXISTING ROOF SHEA THING GROUP MACKENZIE AND ARE NOT TO BE --1 i - Ann zx4x.'-0" FLAT WITHOUT PRIOUSED OR RWRITTENPERMISSIIN ANY ON ROOF FRAMING PLANi " Ikev15 0: ____, CO l . r---+ ADD 2x4x2 -0 W/ (10) 12d � 2 / �. j tit " <i_.}: NMI S ALTERNATELY ON EA _ r w \ -y -- . . REVISION COITION �`- -�'-'—� >�• ' "y. CLOSING DATE IJ• rte/ rrZ ru '(L [ / SIDE ---EXIST ROOF k TOP If �' .a I ( I Aii\ KEYNC�TS . , i . _+ • 1. 19/32` % A RATED PLYWOOD SHEATHING, INDEX 32/16 EXTE110r ,,LUE w/ 10d 0 6" OC 0 PANEL EDGES, z � - -' - -----------EXIST SUGPURI_IN , 12" cfNTERIOR SUPPORTS . 1-1.---7-71 2a 2 X 6 ` SUAPURI.INS 0 2'-0" OC W/ SIMPSON F26N HANGERS \ r• 1 , AND HANGER _ _ ► 3. 2 " X '. " ( u-LAM PURLINS C-14" O 8'--0" OC W/ M' �. I \--SIMPSON LTT19 O C A _ 51MPSOE ,}E�B2.6 HANGERSSIDE OF PURLIN O 4'-0" OC DATE: 3/21/97 4. EXISTINr ; lJ-LAM REAM W/ PARTITION WAI_l. BELOW. SIMPSON HTT22 W/(16) 16d W/ "4 -- i W/ 3/4"o THRU DOI T ACROSS FIRST (3) PURLINS DRAWN BY: KB J ' 5. EXISTIN "OOF FRAMING T►JkCADF U RODS W/ SIMPSON ET22 EPDXY I CHECKED BY: JDM/L80 & 5" EMRLO AND SPECIAL INSPECTION. I ..� IN FROM GRID O AND O t SPACE 0 4'-0" OC & ALIGN WITH . \ \.` E� ' 2x6 SUE3f'IJRI.IN�;. EXISTING POPLINS ' • -EXIST CONCRETE PANEL. 1 2.2 2 SUB"-PURLIN CONN(7' EXISTING $ 2 _ -- 3.1-11.--0. a r w �1 , _5 SUBPURLIN CONN. • TOP PLATE -4 - $2.2/ 0 EXISTING 1 1/2`-is--0" 1 297057 Ih7J% NN N\I \1 I ./ " " 'n BID SET 4/30/97 , __ , "`' '' ',' " REVISED PERMIT SET 4/28/97 a'"'""' " "r" " "" C�0 I 2 6 4 5 8 7 e, l LEGIBILITY STRIP g 10 I 1 12 13 14 18 17 18 1g 20 21 22 23 24 215 2 27 28 29 30 - - 1111T•I crit - el 1 1 O1 4 c W f4I .,AI . 1.111 }.11111J1J1.L1►i(:)(7 2 5 X ..q,,, 4 ..„.„,.. ,,., ,,...,,. 1' . '• N1.�'H.` . 'Mf1g11!INIY.11!!r'RAVIIM .m.V« .1rw MN. «» ..- ...,rry.--r., ... �wr uy.w+.a ..M......rMRV..+N:, k. I 4 , •T Of:':' ' . .., 'f. P `F '• f • • p o'urf TC><' �', .FF DET 4/SA 1 --SIMPSON 6236 W/(12) 16d . - -" co . / ROnF SHFAT�t "!r 0 LACE! F'URL1N _— S-:-: - -SHFATHING G -- 1 1/4" � 1 --1- a 5 -0 (V ----DPI ROW O< 1 Od A F' Or �/ I * • N •r'1 �I AT EXISTING AND NEW --`-r - _ - - --_ ---- -DOUBLE ROW OF tOd 3 0 0'0 / i i NAILS O 4" OC PLANE U ' SHEATHING O SIM CONDITION - UNE- ROW ON EACH SIDE .. wzrimmorztttler . -.,--.: ' . _ - _"_� --- - gyres imp OF ANCHOR FI OL T 0 0 U r!. -. .1 V m Q�.. xsx7 t/?' CI►� (PIT) — PURLINS w/SIMPsotI -� HANGERS EACH END L. £ m t CA SIDE OF—\\ ., REAM W/(2) \ i 1/2- ` I 1' - 10" �, I }�'E T►!f?U not i1, r ' j �` I 4x P.T. TOP PLATE Cd — ,__ ___._� N I 1 1/?." i 1 1/�" _� WITH t/?"m A.Q. 1 \ �' i r . .✓ AT 2'-6" O,C. COUNTERSUNK Q r j` .-- ' -' i f I , WITH MINIMUM 5` EMBEDMENT Ru xs xt 10 E.S. \ c Ia s,,, r o ,d___.-4--------------- ',�� �_ --ti (EXIT 0 SIM) w ` o T ` ` - -----PURUN - SEE FRAMING PIAN 0 A. �. NON-SHRINK - :------ i \ —1 --r-ci-_-. -- -- -- FOR SITE AND HANGER C •- c 1 4 GROL I 1 �,, .4 7r_ - �� (EXIST 0 SIM) •i C) i �� \------GAB, SFE f l AN, CI! SIMPSON HTT22 VICO TNrlFADED [j- ett LOO 4'4 O `:UPPOPT v F. X 67¢ X f'-10' RODS W,� SIMPSON Ff2' Fr(>>'`' r/" —FXI>TING CONCRETE PANEL Y T FXI T(NG WAIL 1 V' ` Sr 5" EMBED AND SPCCIAI INSPECTION. --�' " CII 4 N PANEL N�, \ "---------CI.l1-LAM REAM _ ) r'E r !• ,. t \ ItJ c) • 0 w/i2) X"c f . r, DORS : b• ll O 9" GA W/6" I ) LI -o ~ _____' 6"0 f777) PIPE COL UMN F-ojecl cr DEAN! TO WALL M _ 2 I U I`IN TO I ,AM CCOLUMN OAP _ U 4 PURLIN CONNECTION TOP PLATE N nRc o� 16 FAI.1 ---- - -- r1 –0 cu 4,x.1 1":-1' -n" "� i `' 1"-=1'-0" �► 3.1 - -- 1 1/2 „W1,-o. 1 \F.1 BUSINESS c FTG . PARK < i - H `,, . V 6.1--GLU-(-AM REAM O COLUMN DLOCKOI IT `'` ' /7\ I , 0Ti and Or on ,y ,R s- � I ---- PURLIN �I ?'-0 x 2'--0' � 1 1/2 - ,,, / � 1.: `-`'' V.t7. AT PURLINS CLOSEST �- ROOF SHEATHING, SEE PLANS • ' COL PER PLAN -- \ TO COLUMN Clipnt -DOUf1Lf ROW rJF 1Ud 1.1 (...427 GLU-LAM BEAM :4.(-J:1;1.;a:tn! j START AT W( OC PACTRUST STAGGEF;ED (1) ROW ciz , ON EACH SIDE ��_ -- - �..r ; -� - - - -- - - COLUMN 0 Q'. r• STFE:L BASt �' ("X14X14 - I W/(4) 3/4"m EXP ANCH ! — F?NI.:H FLOOR y OF ANCHOR DOLT. IL '1 W/ 6' MIN DARED --/'--K-.1,- ; /'--K-,i,- 1 1/4 -'1 -PLY 000 SHE.A.THINC-. FOOTING TS COLUMN CA)15-1N1- 5/16II - _-__ -- J f,•-. -SHIM SPACE W,/ I I -- -- ' .. —_ _ SIMPSON FIC4C7A 7-` ELEVATION--- 4 { _274,1 - c. �,,. ----- T YF' - -- ._ - I. I -�'Y�' (4) HO8A HOU-1)04N NON-SHRINK GROUT .../\r---- ,, „,...„,,...\._____,:i' DETAILS «• N.T.`S. (2 EACH SIDE) �X •► r _ ;f --f31.00KOl17. GROUT FU(_I. ' ” W/ 7�A'm A307 POO -- 54 I -'" 0 -4 x PT TOP ELATE W ' (HINCr- Ear:',1E"k. • r ,1 ►- 5/1E;� / ,�,-----fX1STlNG CONCRETE_ FLOOR �.�' / �- Y., 7,--- ! ✓ SLAB -- JMPSON STRAP ACROSS GI_. QM. TYF'. [ 3/4'0 APO 4'-0" OC t ____, co,..;;;: E''`r" N ( NOT AT „M SEE DETAIL 3X2.2 SI.f P- ON HTT22 W/(16) 15d W/�� COUNTERSUNK W/ MIN THREADED RODS W/ SIMFSON ET22 EPDXY 6 EMBEDMENT _____------------EXISTING FOOTING -- ' _ '- ~ - �--fUR!_IN - SEE FRAMING PLAN & 5 EMBED AND SPECIA, INSPECTION. FOP SIZE AND HANGER - / 1 SPACE 0 4 -0 OC' k Al. rN WITH SUR-Pl1Rl1N - SET FRAMING c= -� • NOTE: CON TRAC TOR'S OPTION- CUT �` ' 2x6 SUBPURLINS. PLAN FOR SIZE AND HANGER " ___ ^POTION EXISTING COL 3'-O" ABOVE F7N FIR, \\ -_ — GI.. RM. - SEE ROOF -- _---1 V• FRAMING PLAN FOE c --- WELD NEW COL WITH PARTIAL �_ EXISTING CONCRE'TC PANEL Titioo I Pf_NETRA T10P1 SINGI_f. V FrI I i C JOINT SIMPSON VR BRACE ✓� - ' t♦. SIZE., DAP TOP Of E ,_AM A� GROOVE WELD, F'-P2 TO EXISTING n AT pSuR1_m4 t INE AT EACH i---- _.i~ NECESSARY ARY TO AC��'iMODATC -1 HINGE CONNECTGi SECTION alb _-,...f_-_______C1 ION SIDE or cot UMN. SIZE ii' 461 illrj0 NTS AS RE.CXJIRE:D FOR CL. BM. +r..�i ��-� .--„, GL fTM. C �� � ��� � Y,,;.,,a ____)HINGEC IE TION 1 sCOLUMN O FOOTI N V.B" BRACE A COLUMN , 8 SUBPUR .IN CONN. AT TOP LATE Ps8. 1'-0` ' =8.1 NO SCALE 88.1 ___ 1/2"=1'-0' .1 1--- �� --- - 1/2"".=1'_0" 11 cr I ---_--_ __, GRQUP MACKENIIE. 199? ALL RIGHTS RESERVED GROUP MACKEN 1DRAWINGS AANDIARfNOTRTO E A_ USED OP REPRODUCED IN ANY MANNER, _ G1iJ--LAAO /—((2,27- #5A706X0'-8` L2 X2Xy{sX0'-4" 1�-- ---�'C1NC`NFT(- K�tl ! r SIM NOTCHGl_R W 1 "m EPDXY WITHOUT PRIOR WRITTEN PERMISSION I' _ OOR ARMOR, A" BENT F' W/ #4 SIM CONDITION /O }� i � - FOR SAPS) do EXTEND ANCHOR NC? EPDXY peels ans: �� �------'r X 1'-0" 0 1'-0" OC (IP TO A A BARS A`' REC.() TO ANCH^•R 0 SIM) ' ,--EXISTING PANEL �r ` f / 7.'-0`x7'-0" x �f4 )WELS 4'-0' A[lOVE FIN FIR - --J' Y - _lir__ 1� REACH PLATE ON OPP es- CNm 3 r REVISION EDITION AT 12` OC I i ( 11 SIDE OF GLU-LAM w �C r ✓" --- -{. 3x3x1 4x FULL WIDTH CLOSING DATE 4 NOTE' V n W/ 1/2 m x 4" HWS A EXTEND R AND - az o PLACE PANEL TO FTC " 11-0OC OR '- . _ ___. _ CONNECTION MAX 2'-0' I f 0" O 1'-0" O # , x 1 0 Loc1 TE Al(41 AN;►t +� 7 •f' FROM EA END OF EA PANE! / EXISTING CONCRI SLAB, ----eel - 4 AT 2'-0" OC x 2'-0" ;2;Irdi.1",t,:td:1:41dTION'AtV __. -.�_._-_--_._�.. ._____ SHIM k GROUT AS REVD & • ' SAWCUT 0 POUR ,:Ip AS 1..tr;11 14fLD W/ 1/2' FLAT BAR. REWIRED iv - •.; ---SAWCUT EXIST SLAT) ,h _. : ____-�_- - _ ---_ �� - "`,�---(2 X 2 X � X 0' 6" - /4 DOWELS O 1. ITN FIR / L r F_ – ���` (AT F10TH PANELS A SIM EPDXY 6` INTO LNG SL AR Aka 41*, _.,..__•_:, -.- 1 o i 1 I CONDITION,) *- ) i * NI. T/SCAR " o b o o -------. - --- �` 4 , --X14 nowns, EPDXY #4 O 1?` OC• . ,- �' `° � FIN. GRADE - \ \• EPCWY 6" INTO EXISTING SLAP - �` - �"�` r' "` -._ ___ ___ �.? x ? Xe X c.) \\ ----CONCRETE SLAB �'\, 5" ! ,wex � • TYP DATE: 3/21/97 _. W/(M1) / X 1?` " OC p ` �.-___-__ _---- -fl" FREE DRAINING - —' -- DRAWN BY: ©EB r r I /)1 5,-w274-(FLAT BAR CONN ��t GRANULAR MATERIAL -�\� . - �'j�X3X1? W/(2) +X6�� '� ------ 3/4" CHAMFER NOTE: �� " CHECKEL) BY: Leo/mm I EPDXY ANCHG)R� r Tq s INSTALL SPLICE --Q X A X 1 -9 MUTES; - NEW CONCRETE PANEL I 1 t , CLEAR EXISTING Fp MM `� 2'--0" BELOW W/(4) }i I HII-Tl 1. PROVIDE CONN. EQ. SPACED SF�FFT FIN WADE \ . �� FOR PANEL. REINFORCING TOP PLATE. HVA EPDXY ANCHOR 0 4' 0 OC, MAX 1.-0" FROM ' o' SFE' ELEVATIONS W/ HAS SUPER FINVOED FLOOR TO TOP PLATE. ` ---- --4 XISTING FOATin 1 I T��O STUD AND 4' 2. SET PANEL ELEVATION FOf? RUNE ,f c�R J EMBED AND THICKNESS ►s r- I -�` c OF FTG • c EXISTING FOOTING ' 1 OF PANEL - --f-PANEL JOINT ■ TYP uoN -- 1 90° PANEL CONNECTION 9 PANEL TO SLAB C9DOCK HIGH DOOR ; \- l; 1 f/2 1 0' = I �F ,N n_ CHORD SPLI�C.E "UP SCALE - CC TT_ J06 NO. 2 NO SCALE . 1 1/2%10 —° BID SET 4/30/97 297057 , I Ih MINN -' 11 I Ni I ff - " " 'h REVISED PERMIT SET 4/28/97 »'��' r.�1 � '°'' "� `"'� "� I IS w P(i 14�,1 I4 } AlgooliMmillowiliv LEGIBILITY STRIP C0 .41 i m0 ! 0 5e e m a imiA 0 10 i I i2 '3 is M �8 9 19 20 2' 22 23 24 25 25 27 2A 29 30 A I. imimi .- •i i 0 i m I.mi 1 i t l I I o, a mow •61 OE la� ;W11�.111111i111a,�lill,hl��1i ithit ,ial LII Oz 2 5 X , , , , . .„, , • . . „... . .. .. ., . , . . . , . . . . . .... ." - . ... a:.,r..•.rvw.w.!+ • ..wnrra«we�ec,.r}uwrow.rrw+.i� a+.e. •-fiep,.�xr:,¢w.e-;+.gym,•N.• M i .o• . . • �.� W - • fi ADDRESS: / 74 SW i:Uecords\znicroflm\targetsu)uildirog.doc Page No. 1 CASE HISTORY FOR CASE NO.: BUP97-0139 PACTRUST 16748 SW 72ND AVE Unit: B 16 11/23/98 Action Description Req/ Schd/ End/ Action Notes . • Dep By Update Upd Code • Sent Done Done Date By BUPC005 Application received 03/26/97 / / 03/21/97 PASS DRA 03/26/97 JD BUPC008 Permit created 03/26/97 / / 03/26/97 PASS ISD 01/26/97 JD BUPC012 Plane routed to Plane Examiner 03/26/97 / / 03/26/97 PASS JSD 03/26/97 JD BUPCO15 Plan Review Ltr. to Ofc. Svcs 04/03/97 / / 04/03/97 JHF 04/03/97 JHF BUPC018 Revised Plane Received 04/03/97 / / 05/01/97 need a redo of the area separation wall JHF 09/04/97 JDA termination BUPCO24 Plane Approved/Routed to DSTs 04/03/97 / / 05/02/97 JHF 09/04/97 JDA PUPCO29 DST Poet Review Completed / / / / 05/07/97 PASS B 05/07/97 BUN BUPC070 HOLD FOR (Note in Action Memo) / / / / 10/15/97 no low volt permit for data HOLD MJR 10/15/97 MJR BUPC070 HOLD FOR (Note in Action Memo) / / / / 05/06/98 HOLD C/O, E MAIL TO TOM/HAP. ELC97 0633, HOLD 05/06/98 JT NO FINAL. BUP97 0306, NO FINAL, SEE NOTES. JEANNE T. BUPC075 Hold Release to Issued Status / / / / 01/28/98 dah see elr97-0100 PASS JMH 01/28/98 J•H BUPC075 Hold Release to Issued Statue / / / / 07/01/98 Per TLP's inspection and review: All PASS HAP 07/01/98 J•H necessary permits have been obtained and inspections have been approved. BUPC090 (F) Reedy to issue / / / / 05/07/97 MEMO B 09/04/97 JDA BUPC100 (F) Issue permit / / / / 06/02/97 PASS OEO 06/02/97 DST BUPC100 (F) Issue permit / / / / 09/16/97 PASS PRA 09/16/97 DST BUPC112 Revisd Pins Subm'd after issue / / / / 07/31/97 RECD JHF 09/04/97 JDA BUPC115 Approved Plans routed .o DSTs / / / / 09/04/97 New plans approved. New fees added and APPR JHF 09/04/97 JDA due on this permit and the PLM and the SWR BUPC117 Return to Ready / / / / 09/04/97 Plan revisions submitted and approved PASS JDA 09/04/97 JDA after issuance. New fees due on this permit. Approved Plan revisions in the READY bin to give to contractor when fees are paid. The PLM and the SNR which were readied previously also have increased fees due to revisions. HL OREFN called and 1.M with receptionist of updated fees because of the revisions on 9/4/97. PUPC725 Slab Inep / / / / 07/28/97 PASS OS 07/31/97 J•H BUPC726 Tilt-up Pnl lnsp 04/03/97 / / 07/03/97 re bar and tilt up panel wall approved PASS OS 07/07/97 J*H Page No. 2 CASE HISTORY FOR CASE NO. : BUP97 0139 PACTRUST 16748 SW 72ND AVE Unit: 13-16 11/23/98 Action Description Rea/ Schd/ End/ Action Notes Diep By Update Upd Code Sent Done Done Date By BUPC740 Framing Inep 04/03/97 / / 10/01/97 both areas approved, PacTrust/Cascade, PASS TLP 10/01/97 J•H Rod Porter tenant improvements burn ovt repair. BUPC742 Roof nailng Inep 04/03/97 / / 07/23/97 PASS TLP 07/23/97 J•H BUPC760 Gyp Board map 04/03/97 / / 10/02/97 Both tenant areas, Rod Porter 6 Cascade PASS TLP 10/02/97 J'H approved drywall nailing. BUPC,62 Sump Ceilng Inep 04/03/97 / / 10/16/97 PASS TLP 10/17/97 J•H BUPC802 Final Inspection 04/03/97 / / 01/28/98 Plans sent to Reco]ds for m+.crolilming PASS TLP 10/16/93 VLN 10/16/98. BUPC80i Final Inspection / / / / 11/16/98 this job requires no alarm permit NOTE TLP 11/16/98 TLP sprinkler permit it all that. needed per Jim Funk. . . . BUPC950 J.) Issue Cert. of Occupancy / / / / 07/01/98 mailed 11/23/98 MAIL JMT 11/23/98 JT BUPC960 Case Finaled / / / / 07/01/98 PASS TLP 07/01/98 J•H r - Page No. 1 CASE HISTORY FOR CASE NO.. PLM97-0753 PACTRUST 16748 SW 72ND AVE Unit: B 16 11/23/98 Action Description Req/ Schd/ End/ hction Notes Disp By Update Upd Code Sent Done Done Date By PLMC003 Application received / / / / 08/22/97 PASS JDA 08/26/97 JD PLMC005 Permit Created / / / / 08/26/97 PASS JSD 08/26/97 JD PLMC040 (F) Ready to issue / / / / 08/26/97 Complete sewer card and give to PASS JSD 09/15/97 JDA applicant Must Nay SWR/7-0344 first! Dean warren muut sign application PLMC050 (F) Issue permit / / / / 09/24/97 PASS B 09/24/97 DST 1LMC725 Top out Inep 08/26/97 / / 09/26/97 PASS MS 09/29/97 J•H PLMC760 Inap existing/capped fixtures 08/26/97 / / 10/21/97 PASS TLP 10/29/97 J•11 PLMC799 Final Inspection / / / / 10/21/97 PASS TLP 10/29/97 J•H PLMC800 Case Finaled / / / / 10/28/97 PASS TLP 10/29/97 J•H Paye No. 1 CASE HISTORY FOR CASE NO.: ELC97 0633 BACHOFNER ELECTRIC INC 16748 SW 72ND AVE Unit: 8.16 11/23/98 Action Description Req/ Schd/ End/ Action Notes Diep By Update Upd Code Sent Done Done Date By ELCC001 Application received / / / / 09/25/97 RECD JDA 09/30/97 GEO ELCC003 Permit created / / / / 09/25/97 PASS JDA 09/30/97 GEO ELCC500 (F1 Issue permit / / / / 09/30/97 PASS GEO 09/30/97 GEO ELCC7C0 Ceiling Cover / / / / 10/15/97 Electrical ceiling cover approved, may PART MJR 10/15/97 J•H need data permit. Not ready for final, bath not trimmed. ELCC720 Wall Cover / / / / 09/30/97 PASS MJR 09/30/97 MJR ELCC730 Elect'l Service / / / / 10/06/97 PASS MJR 10/09/97 J•H ELCC799 Elect'l Final / / / / 10/20/97 1. Receptacles do not comply with FAIL BRP 10/21/97 J•H 410 56(e) . 2. Ears not seated on wall, yoke not o•i box. 3. Need one surface to contact yoke or strap to comply. 4. The dimensions of plastic boxes do not allow the mounting ears of device to protrude enough to rigidly seat on wall. Boxes must be flush with wall surface to enable compliance with 410-56(e) . 5. Plate and its mounting screw are not approved to secure device to well. ELCC799 Elect'l Final / / 07/01/98 PASS CD 07/01/98 CD ELCC800 Case Fina)ed / / / / 07/01/98 PASS CD 07/01/98 J•H Page No. 1 CASE HISTORY FOR CASE NO.: BUP97.0306 PACTRUST 16748 SW 72ND AVE Unit: B-16 11/23/98 Action Description Req/ Schd/ End/ Action Notes Disp Dy Update Upd Code Sent Done Done Date By BUPC005 Application received / / / / 06/12/97 RECD DRA 06/18/97 BON BUPC008 Permit created / / / / 06/18/97 PASS B 06/18/97 BON BUPC010 Check for prcl. restrict. / / / / 06/18/97 PASS B 06/18/97 BON BUPC012 Plana routed to Plans Examiner / ./ / / 06/18/97 Plans submitted incomplete. There were 6 PASS B 08/28/97 JHF sets of site plans with no floor plans nor talcs. Advised the applicant Bob P 6/23/97 BUPCO15 Plan Review Ltr. to Ofc. Svcs. / / / / 06/26/97 PEND RDP 06/26/97 RDP BUPCO26 Approved Plans routed to DSTs / / / / 07/03/97 APPR RDP 07/03/97 RDP BUPCO29 DST Post Review Completed / / / / 07/10/9/ PASS B 07/10/97 BON BUPC090 (F) Ready to issue / / / / 07/10/97 PASS B 07/10/97 BON BUPC100 (F) Issue permit / / / / 07/10/97 PASS B 07/10/97 BON BUPC783 Sprinkler Rough In 07/03/97 / / 09/25/97 (Th10 is coverage for the burnout area PASS TLP 10/01/97 J•H only, the balance of the bldg to be at a later date.) Flush test okay, 092597/tlp BUPC783 Sprinkler Rough In / / / / lC/i6/97 (Casci.de tenant space) PASS TLP 10/1'/97 J•H BUPC7R4 Sprinkler Final 07/03/97 / / 10/23/97 no building final inspection until a NOTE JT 07/01/98 TLP monitoring alarm system has been permitted. pet• bob p. 12/17/97 delda fire requested final inspection. I called & told them no inspection because fire alarm permit has not been issued. Jeanne t. BUPC802 Final Inspection 07/01/98 / / 07/01/98 All necessary permits have baen obtained PASS TLP 07/01/98 J•H and inspections have been approved. BUPC960 Case Finaled / / / / 07/01/98 Approved by review. PARS TLP 07/01/98 J•H Page No. 1 CASE HISTORY FOR CASE NO.: MEC97-0328 PACTRUST 16748 SW 72ND AVE Unit: B-16 11/23/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By MECC007 Application received / / / / 08/29/97 RECD B 09/04/97 BON MECCO08 Permit created / / / / 09/04/97 PASS B 09/04/97 BON MECCOl1 Routed to Plans Examiner / / / / 09/04/97 PASS B 09/04/97 BON MECC015 Reviewed Plans Routed to DSTS / / / / 09/11/97 APPR RDP 09/11/97 RDP MECC016 DST Poet Review Completed / / / / 09/11/97 PASS B 09/11/97 BON MECC050 (F) Ready to issue / / / / 09/11/97 PASS B 09/11/97 BON MECC090 (F) Issue permit / / / / 09/12/97 PASS OEO 09/12/97 DST MECC705 Oas Line map 09/11/97 / / 10/17/97 1-inch line okay PASS TLP 10/21/97 J•H MECC7C6 Mechanical Inep 09/11/97 / / 01/28/98 PASS TLP 01/28/98 J•H MECC799 Final Inspection 09/11/97 / / 01/28/98 PASS TLP 01/26/98 J.H MECC800 Case Finaled / / / / 01/28/98 PASS TLP 01/28/98 J*H Page No. 1 CASE HISTORY FOR CASE NO.: ELR97-0100 SONITP.OL PACIFIC 16748 SW 72ND AVE Unit• B-16 11/23/98 Action Description Reg/ Schd/ End/ Action Notes DiHp By Update Upd Code Sent Done Done Da'e By ELRA500 (F) Issue permit / / / / 03/31/97 PASS TAT 03/31/97 TAT ELRC001 APplication Recei""ed 03/31/97 / / 01/31/97 03/31/97 TAT ELkC003 Pejmit Created 03/31/97 / / 03/31/9 03/31/97 TAT ELRC799 Elect'1 Final / / / / 04:04/97 04/04/37 MJR ELRC800 Case finaled / / / / 04/04/97 PASS MJR 04/04/97 MJR Page No 1 CASE HISTORY FOR CASE NO.: ELC97-0110 CASCADE SPRINKLER 16748 SW 72ND AVE Unit: B 16 11/23/96 Action Description Req/ Schd/ End/ Action Notes Disp By UFiate Upd Code Sent Doric Done Date By ELCA500 (F) Issue permit / / / / 02/26/97 PASS TAT 02/26/97 TAT ELCC001 Application received 02/25/97 / / 02/25/97 02/25/97 TAT ELCC003 Permit created 02/25/97 / / 02/25/97 02/25/97 TAT ELCC730 E1!ct'l 1ervice 02/25/97 / / 02/27/97 PASS MJR 03/03/97 MJR ELCC799 Elect') Final 02/25/97 / / 10/21/97 PASS MJR 11/06/97 J•H ELCC800 Case Finaled / / / / 11/06/97 PASS MJR 11/66/97 J•H Page No. 1 LOG NOTES FOR CASE NO. : BUP97-0139 PACTRUST 16748 SW 72ND AVE Unit : B-16 07/30/98 By Date Text of log note JT 07/30/98 NW RUBBER EXTRUDERS "NO OCCUPANT CERT" MUST HAVE TI THIS IS FOR THE REPAIR OF THE BUILDING ONLY. THINGS HAVE CHANGED, NW RUBBER IS NO LONGER A TENANT SO MY CONCERN FOR HAZARD IS GONE. BUT, WE STILL NEED TO KNOW TENANT 8/29/97; ; 9/23/97 THERE WAS AN AMENDMENT TO THE CONSTRUCTION PLANS THAT ADJUSTED BATHROOM IN WHAT USE T HE_THF-RUBBER BUSINESS, BUT NOW IS THE_MILR_ BUSINESS . THIS DATA ENTERED BY JEANNE T. FROM JIM FUNK'S NOTES . CITY OF TIGARD A � DEVELOPMENT SERVICES ,ram 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 CERTIFICATE OE OCCUPANCY PERMI T M s 8Ur'97-0139 DATE ISSUED: 07/01/98 PARCEL t ?S 1 13Ar1-vti 18 0 3I TE ADDRESS. . . : 16748 SW 70'ND AVE MB-16 3UBDIVISION. . . . :ROSEWOOD ACRE TRACTS ZONING: I L. BLOCK $ LOT :011 JURISDICTION: 110 CLASS OF WORK. :ALT TYPE OF USE. . . :COM TYPE OF CONSTR:5N UCC'ir'ANCY GRP. W2 1PCUPANCY LOAD s 48 L.NANT NAME. . . : Remarks : Burn out repair S.'ACTRUGT 15350 5W SEQ(JOIA PKWY STE 3@0 '-'OPTLAND OR 97224 Phone M: f L GREEN '5350 SW SEIJH IO I A I1L V1) 1TE 30Q► ( 1 PARD OR 9724 '').one Ms 6c:4 7717 `?eg C . : 000413 'his Certificate grants r.c'rI.tpancy of the above referenced building or portion .hereof and confirms that the building has been in .ec^t. ' for compliance with the State o argon S. ity Codes for the g► oup, le :upra,,. and use under which r for-once / t was issued. ♦ ' r 'UI ING INSP( r. IL BUILD/ c ' 0 FIC L IN CONSPICUOUS PLACE d , 1 , . CITY OF TIGARD ‘,„,.., DEVELOPMENT SERVICES BUILDING PERMIT 'J. 13125 SW hall Blvd., Tigard, OR 97223 (503)639.4171 PERMIT # • BUP97-013'3 DATE ISSUED: 09/16/97 PARLEL: 2S1 1.3AD-01800 SITE ADDRESS. . . : 16748 SW 72ND AVE *B-16 SUBDIVISION • ROSEWOOD ACRE TRACTS ZONING: I-L BLOCK LOT : 11 JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :PLT FIRST • 8870 sf N: S: E: W: TYPE OF USE -COM SECOND. . . : 0 sf PROTECT OPENINGS? TYPE OF CONST. :SN . . . • • 0 sf N: S: E: W: OCCUPANCY GRP. :F2 TOTAL 8870 sf ROOF CONST: FIRE_ RET? : OCCUPANCY LOAD: 48 BASEMENT. : 0 sf firiLIA SEP. RATED:2HR STOR. : 1 HT: 0 ft GARAGE. . . : 0 = ` OCCL, SEP. RATED: BSMT? : ME Z Z?: READ SETBACKS----- ----- REQU I REU--- - FLOOR LOAD • 0 psf LEFT: 0 ft RGHI: 0 ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: 0 FRNT : 0 ft REAR: 0 ft FIR ALRM:N HNDICP ACC:Y BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CGRR:N PARKING: 0 VALUE. $ : 180300 Remarks : Burn out repair. Note: NW Rubber Extruders "NO OCCUPANT CERT" oust have TI This is for the repair of the buildinn only Things have changed, NW Rubber is no longer a tenant so •y concern for hazard is gone. but we still need to know tenant 8/29/97 Owner: •- FEES - PACTRUST type amount by date recpt 15350 SW SEQUOIA PKWY STE 300 PLCK $ 396. 83 DRA 03/21/97 97-292116 PORTLAND OR 97224 FIRE $ 244. 20 DRA 03/21/97 97-292116 PRMT $ 610. 50 GEO 06/02/97 97-295334 Phone Its 624-6300 SPCT $ 30. 53 GEO 06/02/97 97-295334 PPMT $ 25. 00 DRA 09/16/97 97-299288 Contractor: PLCK $ 16. 25 DRA 09/16/97 97-299288 H L GREEN FIRE $ 10. 00 DURA 09/ 16/97 97-299288 1 15350 SW SEQUOIA BLVD SPCT $ ! . 25 DRA 09/16/97 97-299288 STE. 300 T I GARD OR 97224 -- --- Phone #: 624-7717 $ 1334. 56 TOTAL Peg #. . : 000413 REQUIRED INSPECTIONS --- 1 This peruit is issued subject to the regulations rontained in the St r'_ic Ste e 1 Ins p St rnet'_ira 1 weld i i Bard Municipal Code, State of Ore. Specialty Codes and all other Re i n f Steel Insp _ applicable laws. All work will be done in accordance with Slab Insp _ approved plans. This perait will expire if work is not started Tilt-up Pn 1 Insp within 180 days of issuance, or if work is suspended for core Framing Insp than IRS days. ATTENTION: Oregon law requires you to follow the Roof na i 1 n g Insp rules adopted by the Oregon Utility Notification Center. Those Shear Wall Insp rules are set forth in OAR 952-001-8018 through OAR 952-I8I01987. Firewall Insp You •any obtain a copy of these rules or direct questions to OUNC Gyp Board Insp by calling (5413)246-1987. St_isp Ceiing Insp I Reinforced concr Bolts • -et ____ — I • t -ice- . Permittee Signature ♦./ _ , �� - Issued A , /��f'� ++++++++4+++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++ , Ci11 6339-4175 by 6:00 a. m. for an jnsnect ion needed that naxt business day ihh:+++++++++++++++++++++++++++++++++++++++++++++I-++++++++++++++++++++++++++++++ '7,,,,t e-i_,.. o(,"4 7/e, 7 6 ( ,d" 17 -- d/ p 1J J � ' ,•� ,�.� v t- ./llff� , ;71Cr �/ r' fir.! / ""r�, / //.--6/' tea I ' l • . - ' lr /' ! i /r I C) t C'U --1-A ., J • e , ')',, C,,/t J / r , , . ' , , , .1}-r✓U /'G'//eI C/ 7y ., 1 l"!/c - /f s. . /7 c• '! J.-11 '• f/ y e.r /2 . -- �, ., It', 1� t , ;," ''.-.J �f ., ,,,,/,•./, 0,.4 !CI,i, "s ii t r 7/..,,,-0: 4, . 1°110, 61,1 .;,_ 6, , ..„. __ iff2-i 01' 2'1 , ,' .. . , • , I, 41(Lit j' %/ O r "L_ CITY OF TIGARD MECHANICAL DEVELOPMENT SERVICES PERMIT 4P 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 PERMIT • MEC97-0328 DATE: ISSUED: 09/1L/97 PARCEL: 2S113AD-01600 r•ITE ADDRESS. . . : 16748 SW 72ND AVE *B-16 7,UBDIVISION : ROSEWOOD ACRE TRACTS ZONING: I-L 31_O0l, • LOT • 11 JURISDICTION: T I G CLASS OF WORK. . :ALT FLOOR FURN • 0 EVAP COOLERS: 0 TYPE OF USE •COM UNIT HEATERS. . : 1 VENT FANS. . . : 1 OCCUPANCY GRP. . :F2 VENTS W/0 APPL: 0 VENT SYSTEMS: 0 STORIES • 0 BOILERS/COMPRESSORS HOODS • 0 FUEL TYPES 0-3 HP • 1 DOMES. INCIN: 0 :GAS 3-15 HP - 0 COMML. INCIN: 0 MAX INPUT: 250000 STU 15-30 HP • 0 REPAIR UNITS: 0 FIRE DAMPERS'. . : N 30-50 HP • 0 WOODSTOVES. . : 0 GAS PRESSURE. . . : M 50+ HP : 0 CLC) DRYERS. . : 0 NO. OF UNITS- --- AIR HANDLING UNITS OTHER UNITS. : 0 FURN < 100K BTU: 0 (= 10000 cfm: 0 GAS OUTLETS. : 0 FURN ) =100K BTU: t ) 10000 cfm: 0 Remarks : Mechanical TI Owner: -- - - - ---- FEES PACTRUST type amount by date recpt 15350 SW SEQUOIA PKWY PRMT $ 33. 00 GEO 09/ 12/'37 97-299168 STE 300 PLCK $ 8. 25 GEO 09/ 12/97 97-299168 TIGARD OR 97224 `_;PCT $ 1. 65 GEO 09/12/97 97-299168 Phone $: Contractors -- - PROTEMP ASSOCIATES INC 807 NE COUCH - -- $ 42. 90 TOTAL PORTLAND OR 97232 Phone it: 233-6911 Reg M. . : 000388 --- REQUIRED INSPECTIONS ----- This ---- --- This perait is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applicable laws. All work will be done in accordance with Heat ing Unt Insp approved plans. This perait will expire if work is not startxd Mi sc. Inspect ion within l88 days of issuance, or if work is suspended for lore Final Inspect ion than 1A8 days. ATTENTION: Oregon law requires you to follow rules _ __________ adopted by the Oregon Utility Notification Center. Those rules are ___________ _ set Tu.•h in OAR 952-881-+s818 through OAR 952-101-1S88. You say obtain copies if these rules or direct questions to OUNC by calling 1583);:16-9187. J Issue Byt l , 4-, Permittee Signatures_ V =_ --„ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 6:00 p. m. for inspections needed the next business day +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Plan Check ', ,`lc' CITY OF'TIGARD Mechanical Permit Application Recd By 4' J 13125 SW HALL BLVD. Commercial and Residential Date Recd r• -?C; -411 TIGARD, OR 97223 Dabs to P E (503) 639-4171, x304 Date to DST =FE �_ .-- Permit 0 I I i ! D �P Y c 9 Print or Type Called °J ,I I_- 'T7 4.,21,-)P Z` Incomplete or illegible applications will not be accepted pmenvPropct Name of Deveio ��) Description �— 7tTE.2_ G4_ L I Z' Table 1A Mechanical Code OTY PRICE AMT Job Street Address /ri,74/ ( J Suite* A) Permit Fee -0- -0- 10 00 Address 0€460n1 /1(15 dreg Bldgs City/Slate Zip 1 ) Furnace to 100.000 BTU S 00 I L 77444'J oe 9722.J including duds&vents Co Name to(name of business) 2) Furnace 100 000 BTU4 7 50 Owner PcT27y 57" inciuding ducts&vents wrong Aodreu '.53pC". 3) Floor Furnace 600 / 3 50 .5,-,,) ,SEQIJc)/4?cul,-1 including vent _ City/State zip Phone 4) Suspended neater,wall heater 5 00 , 77 --24,C1) e2 472zyI . 33-6vq jj or floor mounted heater (y Name to name of business) 5) Vent not included in appliance permit 3 00 Occupant Mating Address 6) Boiler or comp heat pump,air cond, 6 00 to 3 HP,absorb unit to 100K BUT" (jr Cnyrstare Zip Phone 7) Boiler or comp,heat pump,air cond. 11 00 3-15 HP.absorb unit to 500K BTU" Contractor Na" 8) Boiler or comp,heat pump,air cond. 15 00 (Pnor to QTr('7f- Assoc 15-30 HP,absorb unit 5-1 mil BTU" issuance Mntng Address 9) Boiler or comp,heat pump,air cc and 22 50 applicant QO _I NE LQu-C N 30-50 HP.absorb unit 1-1 75inil BTU" must provide all Cit •Stats Zip Phone 10) Boiler or comp,heat pump,air cord 37 50 contractor LYILD Cj,c, CI ie 32_ 233 -(061 II >50 HP:absorb unit 1 75 mil BTU" license Oregon Conn Cant Board LK a Exp Ore 11 ) Air handling unit to 10,000 CFM 4 50 n,formation 9g$(.427 /D/q7 for COT i COt Business Tax at Metro a Exp Date 12) Air handling unit 10.000 CFM 750 4'-� database). Lt S-670 /07q 7 Architect Name 13 I Non-portable evaporate cooler `'_____, 4 50 or Mating Address 14) Vent fan connected to a single duct 300 ' Engineer co's' a Zip Phone 13) Ventilation system not included in - 4 50 appliance permit Describe worts New, Addition 0 Alteration 0 Repair 0 18) Hood served by mechanical exhaist 4 50 to be done Residential 0 Non-resdenttaIR Additional Descnptien of worts 17) Domestic incinerators 7 50 18) Commercial or industrial type 30 00 Incinerator Existing use of 19) Repair units 4 50 building or property __ 20) Wood stove 4 50 Proposed use of 21 ) Clothes dryer,etc 4 50 building or property __ ---- - 22 1 Other units 4 50 2 00 Type of fuel-oil 0 natural gases LPG 0 electric O 23 1 Gas piping one to four outlets I I hereby adrnowledge that I have read this application that the 24 1 More than 4-per outlets teach) f 50 information given is correct. that I am the owner or authorized agent of the owner.that plans submitted are in compliance with Oregon State QTY SUBTOTAL Laws Signature of Owner/Agent Date 'SUBTOTAL __. ' _ 33 5%SURCHARGE is �4 Y-Zci j_ _ 1 C tPerson Name Phone Pt.:-N REVIEW 25%CF SUBTOTAL Tii Zs 30 A�Ar-t5 a33 -lG9 I / -- TOTAL 1D i dst'mec1 pmf dos (rev 9 'Minimum permit fee is 525• 5%surcharge f1 "Residential AIC requires site plan showing placement of unit. l CITY OF TIGARD 'i DEVELOPMENT SERVICES SEWER CONNECTION otia 1( 13125 SW HaII Blvd.. Tigard, OR 97223 (503)639-4171 PERM 1 T PERMIT # • SWR97 0344 DATE ISSUED: 09/16/97 PARCEL : 251 13AD-01800 SITE ADDRESS. . . : 16748 SW 7LND AVE #B-16 SUBDIVISION : ROSEWOOD ACRE TRACTS ZONING: I—L BLOCK LOT : 11 JURISDICTION: TIG TENANT NAME -BURN OUT SPEC SPACE USA NO • FIXTURE UNITS. . . : 21 CLASS OF WORK. . . :ALT DWELLING UNITS. . : 1 TYPE OF USE :COM NO. OF BUILDINGS: 0 INSTALL TYPE •BUSWR IMPERV SURFACE: 0 s Remarks : RE: PLM97-0353 Owner: ---- — FEES -- _ PACT RUST type amount by date recpt 15350 SW SEQUOIA PKWY STE 300 PRMT $ 2200. 00 DRA 09/ 16/97 97-299288 PORTLAND OR 97224 Phone #: Contract or: OWNER Phone #: $ 2200. 00 TOTAL Reg #. . . REQUIRED INSPECTIONS this Applicant agrees to comply oath all the rules and regulations of the Unified Sewage Agercy. The permit expires 199 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer' Permit and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 95211-!!l8 through OAR 952-liel--618B. You say obtain copies of these rul or direct gvstions to INC by calling 15331216-1997. _ •l =sued s .�° Permittee Si nater 1 I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 6:00 p. m. for an inspection needed the next business day ♦+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' f • Commercial 6uildirig Permit Application C.ly of T girt? 131:3 SW Nall Blvd. T1gard,CR 9i_21 (303)439-1.171 Jobsite Adzi ess: ' OFFICE USE ONLY .enai;!: _'��Suite $ ( ` Planck/Rec. # Valuation: Permit _ f»'.. l (A/ Map &TL 0 Dwner: • AgLILQYA L Resulitad •ddress: Planning Engineering elephone: Other :ontractor: Address: Type of constr. Telephone: Occupancy Class:__ :ontractor's License * Sprinkler? Yes No (attach copy of current Oregon license) Sq. Ft. Of Project: ontact name & telephone: Story (1st. 2nd, etc.):_ rchitect & Engineer: Proposed Use: Address: Previous use: Note: Plumbing & mechanical plans must --jlephone: be submitted at time of building permit application. "B DESCRIPTION: (Applicant Signature & Telephone Number) eceived by: Date Received: :„Alii :cc ,cs' •c,4. — 'E� H1T7 Account Description Amount Amt Pd. Balance Oue Building Permit (BUILD) Plumbing Permit (PLUMB) Mechanical Permit (MECH) Stats Tax (TAX) Bldg. Plumb. Mech. Plan Check (PLANCK) Bldg. Plumb. Jl � ' `� Mech. qL-1 Sower Connection (SWUSA) � l Sewer Inspection (SWINSP) Parks Day Charge (PKSOC) Residential TW (T1F-R) Mass Transit TT (T)F_MT) Commercial 1W (T1F-C) Industrial T1F (11F-1) Institutional T1F (TW-IS) Office ThF (TIF-O) Water Qualit; (WQUAL) Water Quanity (WQUANT) Fire Life Safety (FLS) Erosion Cntri Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: cc,n ccc (Cs; tease Accumulative Sewer Tartly /� 0 n T fsit Tenant Name: 41 r et O I This SWR# `J J Address: /(.- --'41",:- "--P---1 --4r•-!-`' -d /C— This PLM# C:?" -0'3C 3 _ Fixture Value Previous Previous Credits Capped Fixtures Fixtures New tDtal New # Value Capped off value added# added #s total Count off Is count value values Baptistry/Font 4 Bath-Tub/Shower 4 _Jacuzzi/Whirlpool 4 Car Wash- Each Stall 8 - Drive Through 18 , Cuspidor/Water Aspirator 1 Dishwasher- Commercial 4 - Domestic 2 Dnnking Fountain 1 Eye Wash 1 Floor Drain/sink - 2 inch 2 "___1_ - 3 inch 5 -4 inch 6 -Car Wash Drn 6 Garbage Disposal 16 Domestic(to 3/4 HP) _ -Commercial(to 5 HP) 32 Industnal(over 5 HP) 48 Iw Machine/Refrigerator Drains 1 Oil Sep(Gas Station) — 6 Rec. Vehicle Dump Station 18 Shower-Gang(Per Head) 1 -St3I1 2 Sink - Bar/Lavatory 2 I ti 0 -Bradley 5 -Commercial 3 1 ' -Service 3 Swimming Pool Filter 1 Washer-Clothes 6 Water Extractor 8 Water Closet Toilet 6 _ L — .' Urinal 6 I`1!� �' TOTALS L ' �� __ I 6171 Total fixture values 1t - •//l.#d by 18 = ', V--e- t4 C(..` Se. HISTORY (N►67ek U/y PLM# 1 ' ''' 'c, ED #U (r( SWR# U •?-c'D (- PLM# EDU# SWR# PLM# -; (, < .'-'1/4'c EDU# 6- (., SW!iii-"--91,4,•e3 t �1 PLM# EDU# SWR# PLM# 7—,( (',0- EDU# (""(- FO/R# ref c--3c PLM# _ EDU# SWR# PLM# EDU# ,,' ' ; SWR# i, - _ PLM# EDU# SWR# i Wsts swrtaly doc . r CITY OF TIGARD PLUMBING PERMIT it DEVELOPMENT SERVICES PERMIT # : PLM97-0353 ':g.. 13125 SIM Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 09/24/97 PARCEL: 25113AD-01800 SITE ADDRESS. . . : 16748 SW 72ND AVE #B- 16 SUBDIVISION • ROSEWOOD ACRE TRACTS ZONING: I-L BLOCK LOT •011 JURISDICTION: TIG CLASS OF WORK. . :ALT GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE •COM WASHING MACH • 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :F2 FLOOR DRAINS • 1 TRAPS • 0 STORIEE9 • 0 WATER HEATERS • 1 CATCH BASINS • 0 FIXTURES ------- LAUNDRY TRAYS • 0 SF RAIN DRAINS • 0 SINKS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 2 OTHER FIXTURES .• 0 TUB/SHOWERS. . . : 0 SEWER LINE (ft ) : 0 WATER CLOSETS. : 2 WATER LINE (ft ) : 0 DISHWASHERS • 0 RAIN DRAIN (ft ) . . . : 0 Remarks : Burned out space. Re--plumb existing fixtures. Add WC, lay, and sink. Owner: - - - FEES --- --- PACTRUST type amount by date recpt 15350 SW SEQUOIA PKWY STE 300 PRMT f 63. 00 B 09/24/97 97-299519 PORTLAND OR 97224 5PCT $ 3. 15 B 09/24/97 97-299519 Phone #: Contractor DEAN WARREN PLUMBING 3111 SE 13TH PORTLAND OR 97202 ---- Phone #: 236-4152 $ 66. 15 TOTAL Reg #. . : 000001 REQUIRED INSPECTIONS ---- This peruit is issued subject to the regulations contained in the Rough-in Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other PLM/Underfloor applicable laws. All work will be done in accordance with Top-out Insp approved plans. This persit will expire if work is not started Misr. Inspection within 180 days of issuance, or if work is suspended for sore Insp existing/ca than lee days. ATTENTION: Oregon law requires you to follow rules Final Inspection _—_ adcpted by the Oregon Utility Notification Center. Those rules are set forth in OAP 952-0001-90!0 through OAR 952-44e01-41036. You say obtain copies of these rules or direct questions to DUMC by calling 15113124-1987. 6 Issoed Dy: 0.44-ael Permittee Si gnaturer .^ e� �.t. f+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 6:00 p. m. for an inspection needed the next busi;iess day ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ CITY OF TIGARD Plumbing Application RecaBy 3125 SW WALL BLVD. Commercial and Residential Date RIKI r/ `ri 7 -IGARD, OR 97223 Date toPE .03) 639-41 71 Date to OST • Permit S i-c r' i' 0•J,; 3 Print or Type Relateo 3WR a` -- 0' r t/'/ Incomplete or illegible applications will not be accepted toiled . -r. Name at.evetopmenLPro!ect I FIXTURES (Individual) QTY PRICE AMT I Job C A `3c • � I Sink I 9 00 9 i Lavatory r Address S'reetAdoress Suds r 900 j�,� -7 1 , •L r ruo or T u0i bower CJmo 9 CO i tg aj /19 00 , .O,1_,State t Z.0 ihower 0niv ' Name Water Closet- 9 00 q C shwasner I 9 00 Owner Madrnq caress Suite , Garoage C'soosal • 9 00 I SWashing Machine Cdy,State "p I Ph re 00 fl o Floor Dram r 2' / 9 00 7 t''t—t Name 0 T 9 00 •' 9 00 Occupant Mailing Andress ' Suite Water Heater / f 9 00 CI (5.-Laundry c Laundry Room Tray 9 00 City/Slate Zip Phone urinal 9 00 — Name Clhar F'awes!Soeufyi 9 00 DLA 1,, )t-'f41Z/Z.E--.t✓ i ,6'- 900 Contractor MatkngAOdreu Sude900 tenor to issuance C�State Zi0 Phone - 900 aomust 'rt A l q 1,( - IL a.• - 7r,', .J I 9 Co eG•all Oregon Const.Cont. oaro Lit s Exo Date 9 00 i I actors -) S'' -% r 9 00 license Plumhin LiC. _ 9 Exp Date Sewer• 1st 100' 30 00 nformation C 1 1 J. Sewer•each additions( t00 25 00 'Or COT COT Business Tax o(1Gta�io at' Exp :ate - oataoasel I ') Y I `--- r Water Service• 1st 100 30 00 Name ,'.ater Service-each aemtional:00 25 )0 Architect Storm&Rain Crain 'st 100' 30 00 MailingAcores Slarm S Rain Drain-each aeeitional 100 or ( Suite25 JO Moors!Home Space 25 00 Engineer City/State Z:0 ! Phone CJmmercal Bac*F ow Prevention Device or Antr• 25 00 PollUti 0 n Device ^s.:•Ce ,vork New 0 Adoitton C a,tershon: Recair C aesicen,r.r ,.cx!Icw°•evention Device' I '5 30 o oe acne ^esrdenital C Non•resrdenttal C Any 'rap or Aas;e Net Conner ed to a Fixture I 9 00 -ctc•onal ease.1onon of wont R 1 . ('L t I N\o 1. A1 5 Al7 i F) .' / 1 Catch Basin I � 9 00 r--_, ? L\ t;G ' • koeca !0 Of=xisting-umoing I I 40 00 .A 60 i iA/1<-C' ik- c !_A c + S�A,� 1 oenlr °.isong JSO Or ity Requested Insoections i a0 oa :''ting or:merryoar. gain Crain sing e'amnv cwetlrng I 30 30 ° cccsee use Of I Grease Tracs i 9,',0 Curidrrg or orooerty QUANTITY TOTAL Ire •ou 'acting 'roving or reolac:ng any fixtures 7 Yes= No ] tro�:erc v,sar:scram s e u�ro +:writ!":tai s t ? 'n 13 ' • f tee see back of formi 'SUBTOTAL e•eov acknowedge;hat nave reap his application that'he nformation s :orrect ,hat'am•^e owner or authonied agent .,t'he owner and S•: SURCHARGE ,� I,� / , it ciars st.Cr'tttea are - :.acliance with Cregon State Laws. ,r(/ „' m .irg of Owner/Agent1 pate PLAN REVIEW 25 OF SUBTOTAL V I '.\J 'Morin � N nr^rr ure Tr 'C'111 f # J Y TOTAL Contact Person Name Phone .— 1 •Mlmmum permit fee s S25 5'.wr:,arge 'seem Peerclfi)tal B 0 °'averhon Device wntc't is S 1 5•S'L surcharge 0 'oats otmapp]oc Sr'9.6 (> (p1J XS I. 'LEASE COMPLETE AS APPROPRIATE TO PRC\'ELI: Fixtures to be capped. moved or replaced Qty Sink _ I • Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher } Garbage Disposal • Washing Machine Floor Drain 2" 3" 4" Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: CITY oF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION +r�•ii PERMIT � 13125 SW Hall Blvd., Tigard,OR 97223 (503)6394171 PERMIT # • SWR97-0344 DATE ISSUED: @1 /16/97 PARCEL: 2S113AD--01E00 SITE ADDRESS. . . : 16748 SW 72ND AVE #8-16 SUBDIVISION - ROSEWOOD ACRE TRACTS ZONING: I—L BLOCK LOT : 11 JURISDICTION: TIG • TENANT NAME -BURN OUT SPEC SPACE USA NO. . . , FIXTURE UNITS. . . : 21 CLASS OF WORK. . . :ALT DWELLING UNITS. . : 1 TYPE OF USE -COM NO. OF BUILDINGS: 0 INSTC'LL TYPE :BUSWR IMPERV SURFACE: 0 sf Remarks : RE: PLM97-0353 Owner: -- - -- -- FEES ---- PACTRUST type amount by date recpt 15350 SW SEQUOIA PKWY STE 300 PRMT $ 2200. 00 DRA 09/16/97 97--299288 PORTLAND Ohc 97224 Phone #: Contractor: OWNER Phone #: $ 2200. 00 TOTAL Reg #. . . REQUIRED INSPECTIONS ------- This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 188 days from the date issued. The total amount paid will be forfeited if the _ _ permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from — the distance given. If not so located, the installer shall purchase _ a 'Tap and Side Sewer' Permit and the Agency will Install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-81-8818 through OAR 952-8881-8888. You may obtain copies of A these rul or direct :westions to OW by calling (5831246-1987. Iss�ied y : Permittee Signator jj7' . A010 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 6:00 p. m. for an inspection needed the next business day +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++•;++++++++++++++++++ CITY OFTIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0633 JAW '1I 13125 SW Nail Blvd., Tigard,0R 97223 (503)639-4171 DATE ISSUED: 09/30/97 PARCEL: 25113AD-01800 SITE ADDRESS. . . : 16748 SW 72ND AVE #B-16 SUBDIVISION •ROSEWI]OD ACRE TRACTS ZONING: J--L BLOCK L.OT •011 JURISDICTION: TIG Project Description: Add 2 services or feeders and 9 oranch circuits --RES UNIT---- ---TEMP SRVC/FEEDERS---- MISCELLANEOUS---- 1000 SF OR LESS • 0 0 -- 200 amp • 0 PUMP/ IRRIGATION • 0 EACH HDD' L 5O0SF. . . : 0 201 - 400 amp • 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY • 0 401 - 600 amp • 0 SIGNAL/PANEL • 0 MANE. HM/ SVC/FDR. . : 0 601+amps-1200 volts. : 0 MINOR LABEL ( 10) . . . : 0 -----SERVICE/FEEDER----- ----BRANCH CIRCUITS -ADD' L INSPECTIONS--- - O - 200 amp • 2 W/SERVICE OR FEEDER: 9 PER INSPECTION • 0 201 - 400 amp • 0 1st W/0 SRVC OR FDR. : 0 PER HOUR • 0 401 - 600 amp • 0 EA RDD' L BRMCH CIRC. 0 IN PLANT • 0 601 - 1000 amp • 0 -- PLAN REVIEW SECTION 1000+ amp/volt • 0 ) =4 RES UNITS • ) 600 VOLT NOMINAL. . : Reconnect only • 0 SVC/FDR > = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: - - -- - FEES TIGARD BUSINESS PARK type amount by date recpt 16700 SW 72ND PRMT $ 52. 50 EEO 07/15/97 97-297122 TIGARD OR 97223 5PCT f 8. 25 GEO 09/30/97 97-299636 PRMT $ 112. 50 GEO 09/30/97 97-299636 Phone N: Contractor: ------ -- _____ $ 173. 25 TOTAL REQUIRED INSPECTIONS --- Ceiling Cover Elect' I Service Phone #: Wall Cover Elect' 1 Final Reg N. . . This persit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will he done in accordance with approved plan:. This persit will expire if work is not started within 188 days of issuance, or if work is suspended for sore than 181 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-A111811 through OAR 952481-1987. You say obtain a copy of these rules or direct questions to OK by calling\(513 -1987. Permittee Signature : Issued By : 4 i' OWNER 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----- ----- S I CNA TURE OF SUPR. ELEC' N: (,-,U17?. _ DATE: „./.,0,-„, ///- L !CENSE NO: +++++++++++++++++++++++++++++++44++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 6:00 n. m. for an inspection needed the next business day +44++4+44+44++++44 +4.4++++4++4+++++4+++44+++4+4444-+++4+4-4-4.444+44++444+4-++++1-444 , CITY OF TIGARD DEVELOPMENT SERVICES BTILDING PERMIT PERMIT # • Bl1F'97-0139 441: 13125SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 06/02/97 PARCEL: 2S113AD-01800 SITE ADDRESS. . . : 16748 SW 72ND AVE #B-16 SUBDIVISION • ROSEWOOD ACRE TRACTS ZONING: I-L BLOCK LOT • 11 JURISDICTION:TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION- ' CLASS OF WORK. :ALT FIRST • 8870 sf N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : 0 s f PROTECT OPENINGS?-------- TYPE PENINGS?------------- TYPE OF CONST. :5N . 0 sf N: S: E: W: OCCUPANCY GRP. :F2 TOTAL 8870 sf ROOF CONST: FIRE RET?: OCCUPANCY LOAD: 48 BASEMENT. : 0 sf AREA SEP. RATED:2HR STOR. : 1 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT?: MEZ Z?: REQD SETBACKS----------- REQUIRED---- - FLOOR LOAD • 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:N HNDICP ACC:Y BEDRMS: 0 BATHS: 0 IMP SURnACE: 0 PRO CORRIN PARKING: 0 VALUE. $ : 170300 Remarks : Burn out repair. Not' NW Rubber Extruders "NO OCCOPAN1 CERT' lust have TI This is for the repair of the building only Owner: --- FEES PACTRUST type amount by date recpt 15350 SW SEQUOIA PKWY STE 300 PLCK $ 0. 00 DRA 03/21/97 97-292116 PORTLAND OR 97224 FIRE $ 0. 00 DRA 03/21/97 97-292116 PRMT $ 610. 50 GEO 06/02/97 97-295334 Phone #: 624-6300 5PCT t 30. 53 GEO 06/02/97 97-295334 PLCK $ 396. 83 Contractor: - _ ______ __-_-- FIRE $ 244. 20 H L GREEN 15350 SW SEQUOIA BLVD STE 300 TIGARD OR 97224 ---~'"--- Phone #: 624-7717 $ 1282. 06 TOTAL Peg M. . : 000413 REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Struc Steel Insp _— Tigard Municipal Code, State of Ore. Specialty Codes and all other Reinf Steel Insp applicable laws. All work will be done in accordance with Tilt-up Pnl Insp approved plans. This peruit will expire if work is not started Framing Insp within 1BQi days of issuance, or if work is suspended for sore Roof nai Ing Insp than IBA days. Shear Wall Insp Firewall Insp Gyp Board Insp Susp Ceilng Insp _ Permittee Sign tures _ _._ Reinforced concr Bolts in concret Issued By : /�L. Structural weldi _. Call for inspection - 639-4175 Comeercial hiding Permit 4p catioq '/ City cf Tigard t 10 13125 SW Hall Blvd. Tigard, OR 97223 (7 l06 f I'I /�> /'j \ (503) 6394171 , �F ��A JV '.�,wl f `� Jobsite Address:) 1j t sem,, 12Np AVL,. C a`mh, Tenant: • '(6,73 �=dil,/* _` Office Use Only 7 5 C# Planck/Rec Valuation: '� ,. L --- Permit# (ill P5 —6139 Owner: PAC4IRt)51- Map & TL # .2 4 / 14 i)- 0 18n Address: .15 O SW. 5E l2I`)oI/t cFZKwA�•x,rtt; Approvals Require 3O VCt?TI,ANl7, O &CN 9-72-1i Planning N Phone: _ („go ) 6,74 - ‘,=jOp Engineering r L . 61 re V._ Other Contractor Ta " tri ,--Mt�z. tt-L - Address: et ►`�t, -it.u:i aft_ Type of const: L 14 Occupancy class: r2-/57-- Phone: Sprinklered7 Yes No Contractor's License # _ (attach copy of current Oregon license) Sq. ft. of project: 1 eiS-1D Contact name & phone: Story (1st, 2nd, etc.) 1. -r- 1 Proposed use: SP&G. Orricoe/ ^ t{ou,6 Architect/Engineer: _ &OUP MItC--tet •(Z.L6 5 /it".%)I_f f t., Previous use: SPE:ir.,,. _0101444%0 Mom Address 00105•k'!• 1 AN - FT- 4T. 5 ,....,4.._J� •�.) Note' Plumbing & mechanical plans 470fcT1412 _ b9 -f�31 must be submitted at time of building permii, application. Phone ( o ,) Z - ` 0CPC) JOB DESCRIPTION: {C,6 y • a "-AZ- 1=—i , . • ✓.. E6v" r1 RC AMC) iZ EPL-"L e t b-t-4/.d41 __ ►MPF-c$J -NTCo \ , k1(etle, „Jett, ,ii >4>L-, 4 4 i7 r z. /141rin ,i. L24 -5~ ., Applicant Si e & Phohe umber C10 'eceive�' h , Date Received .___,""V'( 97 fl F I Permit# Account Oe`ptIon .amount Amt. Pd. Bal. Due (614(i7"6435 Bldg. Peimit (BUILD) Plumb. Permit (PLUMB) 1 ' Mech. Permit (MECH) 2 State Tax (TAX) S a S3 J Bldg: Plumb: Mech: _ \ Plan Check (PLANCK) Bldg: _ / Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks 0ev Charge (PKSDC) Residential TIF (T1F-R) Mass Transit TIF (11F-MT) Commercial T1F (TIF-C) —_ Industrial TIF (TIF-1) _ -- Institutional TIF (TIF-IS) _,_�_ Office T1F (TIF-0) Water Quality (WQUAL) _ Water Quantity (WQIJANTI Fire Life Safety (FLS) d I `T � Erosion Cntri Permit (ERPPMT) Erasion Planck/USA (ERPLAN) Erus►on Planck1COT (EROSN) 3 + - ^ ' ar e to�i, C)5 TOTALS: Y_ _ ��� (7 ----- April 7, 1997 Group Mackenzie ` CITY OF TIGARD 0690 SW Bancroft Street Portland, OR 97201-0039 OREGON RE: Pactrust Building (Burn Out) Building Plan Review 16735/16748 SW 72nd Avenue ---,_______ .---- PC#: 3-73c BUP#: 97-0139 Submittal documents tor the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other applicable codes and standards The following comments are noted /1. One unisex, handicap accessible restroom serving 10 or less employees and a public restroom serving an occupant load of 15 or less is permitted [OSSC, Appendix Chapter 29, Table A-29-A). A. Provide a privacy lock and an'occupied' indicator[OSSC, Section 1108.2 2]. i. Provide the specifications on the revised plans. B. The one employee restroom shall have unisex signage mounted on the wall adjacent to the latch side of the door 60' abov€ finished floor Finish, color, Braille characters and pictorial symbol signage shall comply with accessible requirements of OSSC, Section 1109.15.2. Gft/ w T e occupied load of the larger tenant area could t,e as much as 34 occupants. t I A. Provide two (2) restrooms accessible to persons with disabilities [OSSC. Appendix 29). i/ Two exits are required from the larger tenant area. A. All required exits shall be constructed providing accc;siole means of egress in the same number as required for exits required by OSSC, Chapter 10, Table 1-A for persons with disabilities. 18. If an area of rescue assistance is to he located at the second exit, provide all requirements of OSSC, Section 1107.2. ili A door that swings into an accessible restroom shall not encroach into the required floor space of any fixture [OSSC, Section 1109.10.2) A Provide required clear floor space for lavatories 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Pactrust Building (Burn Out) Building Plan Review PC#: 3-73c BUP#: 97-0139 Page #2 5, Signage for the accessible parking spaces shall be mounted 7' above finish grade. Van accessible parking shall have an additional sign marked "Van Accessible.' LEt.IERGYeltriri, vicarI',1 Submit completed applicable Forms 4a through 4j of the Energy Code Compliance Manual (Revised April 1996). 2. Submit completed Energy Compliance Forms 2a, 3a, 3b, anb 5a through 5c Nom the April 1, 1996 Povised Oregon Energy Code (4? Every overhead door, other than overhead coil doors, shall be insulated, having a U-factor rating of.2. A Provide description of doors and rating. Windows shall have .a maximum shaving coefficient of .57. A. Provide shading coefficient arid the U-tactor for the exterior windows. 5. Details on Sheet A4.1 show R-19 roof insulation which complies; however, all details of each tenant space specify R-11 in,iia'ion atop the suspended ceiling. ftr i` • ,i t A. Suspended ceilings shall not be used to separate conditioned space from li � unconditioned space(C3SC, Section 1312.1.2.1). (r° B. As designed, attic ventilation would be required. Submi' a revised, complying 90111i40'''`. design. rreg (1. The two-hour area separation wall shall terminate 30' above the roof (OSSC, Section 504 6 4) A. The area separation wall may termin ate at the unlerside of the roof sheathing with a five foot lay-back on each side 1.•f the wall or y when the framing elements of the roof are parallel with the wall. ;retail 7'A8.1 does not comply as the structural element(Purlin, not shown) is perpendicular to the wall , 2, When two or more exits are required, ir,eemally lighted exits signs shall be provided (OSSC, Section 1013). Clearly indicate sign locations on the electrical floor plan and provide that E sheet in the revised plans A. Provide secondary power to one lamp in each fixture(OSSC, Section 1013.4). B. Exit signs shall incorporate an internally illuminated international symbol of access IOSSC, Section 1108 4 12 1) Provide specifications in accordance with OSSC, Section 1109.15.6 within the revised plans Pactrust Building (Burn Out) Building Plan Review PC#: 3-73c BUP#: 97-0139 F age #3 `�. Provide a key box(Knox)mounted to the exterior wall 10'above finish grade and adjacent to the nght side of each main entry door. The box shall contain keys to gain access as required by the Fire Marshal [UFC 902.4]. If you have any questions regarding this requirement, please contact the Fire Marshal at 526-2502. 4. Provide Type 2-A fire extinguishers throughout so that the travel distance to an extinguisher does not exceed 75 feet[UFC Std. 10-1 3.2.1). 5. No building shall be constructed, altered, enlarged, moved or repaired in a manner that by reason of size, type of construction, number of stories, occupancy, or any combination thereof, creates a need for a fire flow in excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flow at the site of the structure [UFC, Section 903.3]. A. Provide Fire Flow Testing pursuant to NFPA 291 using the enclosed 'Hydrant Flow Test Report Form" B. Complete the enclosed "Fire Flow Work Sheet" and forward to Tualatin Valley Fire and Rescue, 4755 SW Griffiih Dr. (P.O. Box 4755) Beaverton, OR 97076 (Ph. 526-2469), and return a copy to the City of Tigard, attn. Plans Examiner. Notal Theaa documettts_shall be on file before uilding.? rmit.w1ll.b>!elssued• 6. Provide the following information for each tenant space: A. Type and quantities of flammable and combustible liquids on site. B. Storage layout and height of storage. C. Description of products being manufactured and commodity classification of raw and finished product. t' Suspended acoustical ceiling systems shall comply with the following: A. Be anchored to resist lateral seismic forces (OSSC, Section 1630 2 and Table 16-0) and provide suspension wires not smaller than No. 12 gauge spaced at 4' 0/C, perimeter wires on terminal ends of cross and main runners at a maximum of 8' from each wall, four No. 12 gauge wires splayed 90 degrees horn each other at an angle not exceeding 45 degrees from the plane of the ceiling with a strut centered and extending to the structural members supporting the floor or roof above and spaced 12'on center in both directions starting 6'from each wall, and B All lighting fixtures weighing less than 56 lbs, shall be positively attached to the suspended ceiling system[UBC Std , Section 25.213); and C. 012 gauge wires shall be attached to the grid members within 3'of each corner of the fixtures, and D. Lightirq fixtures shall have two No 12 slack wires connected from the fixture to the structure above, and Pactrust Building (Burn Out) Building Plan Review PC#: 3-73c BUP#: 97-0139 Page #4 E. Ceiling-mounted air terminals or services weighing less than 20 lbs. shall be positively attached to ceiling runners. Provide details in the revised plans. y 2. Complete the enclosed Structural Special Inspection form designating an Approved Testing Laboratory [Line B] and signed by the owner of the project[Line DJ. A. The completed form must be returned to this office before a building permit can be issued. B Copies of all special inspection reports shall be filed with this office continually dunng construction. C. A final signed report must be on file before an occupancy certificate will be issued [OSSC, Section 1701.3]. Toilet rooms shall be provided with an openable exterior window of not less than 3 sq. ft. or a mechanically operated exhausi system capable of exhausting 50 CFM for each water closet or urinal installed [OSSC, Section 1202.2.5]. A. Provide the specifications on the revised plans. '.` ',Ll=1 - -V. •-_.� - .. . _ .-.. . . ...r.-..,.-,-.-.-_ ..fir 1. Submit a mechanical permit application and three(3; sets of plans and specifications. A. Each individual roof-mounted HVAC shall be permanently labeled as to the areas it serves [OMSC, Section 305.5). In addition, each unit shall be equipped with a power disconnect. A 120-volt receptacle shall be located within 25' of each unit [OMSC, Section 309.1). B The attachment of permanent equipment (HVAC) supported by the building's structural components shall be designed to resist the total design seismic forces prescribed in Section 1603 2 of the Structural Specialty Code. Provide an engineer's design specifying attachment requirements [OSSC Section 106 3 2 and OMSC, Section 304 4). Please submit four copies of revised submittal documents and a letter indicating your response to the above comments for review Please call me at (503) 639-4171 if you have any questions Sincpfely, /� Jim Funk PLANS EXAMINER Enclosure I �f hdre G R MACKENZIE April 23, 1997 City of Tigard Attention: Jim Funk 13125 SW Hall Boulevard Tigard,OR 97223-K 199 Re: PacTrust Building#16(Burn Out) Cr, 41 16735/ 16748 SW 72nd Avenue (PC N3-73c BUP IY97-0139) N N Group Mackenzie Project 1297057 0, M Dear Jim: v • q o The following arc responses to your plan check sheet or Apr 7, 1997. Attached arc the revised plans as noted below,along with a signed inspection form. ! hue du)licated your format for the responses. "; E o .a° ACCOSibility o 1. A& B: Sec Keynotes t(I and 11 on Sheet A8.1. a 2. The end tenant space is 5916 SF. Tabic 29A lists office spaces at a rate of 1 per 200 SF ar (=5 people)and Group F and I per 2000 SF(= 3 people). Footnote N3 allows for a unisex toilet room when the occupancy is less than 10,and we only have K. � N cn 3. A& B: The front entry is accessible,with the back exit having an arca of rescue New Keynote N 19 on Sheet A2 1 and Detail K/AK.2 calls out the requirements. 01. The door swing has been changed on the west room,and the cast restroom enlarged to allow sink clear space Sec revise.rests lx m plans on Sheet AK 1. Group Mack•n:I•. Incorparat•a , This note has been added to the site plan on Sheet TI 0 Energy Group 1 & 2. Enctgy calculations will be provided by the bid-selected mechanical subcontractor prior to Mack•ntl• occupancy permit r.ngln••ring. Incorporated Overhead Door Specification Section 08360 is changed to show minimum R-S insulation. The only rated door is at Grid A-10 and is now noted on Sheet A2.I. The glazing is PPG Sungate 500 Bronze with a shading coefficient of.52,U=0.39. 5. A & B: Section 1312.1.2.1, Exception N2,allows separation from from protected spaces. it.,^+ /it. 4f et".i^ A A 0./4 -s' w /e F\wpDATA\97Ah9703T2ILI KC Jim Funk Project Number 297057 April 23, 1997 Page 2 U it r Fire& Life Safely 111/41 1 The purlins on Detail 7/A8.i ate noted as wrapped with 5/8" type X gypsum board from glu-lam to glu-lam for their fire protection. A& B: Exit signs noted on new Sheet A2.2. Knox box noted now on Sheet A2.1,Keynote 21. See new Keynote#14 on Sheet A2.1. Fite flow/hydrant flow worksheets have been recently submitted. (c' Me tenant information will be provided with the tenant improvement submittals. This �/ replacement work is being accomplished without tenants being confirmed for either space at this time. tctural �. A-E: The new Detail 4/A4 I addresses the ceiling supports. M /2. The structural special inspection form is attached. 3 A ventilation note was added to Sheet 12.1, Keynote#20. Mechanical 1. Mechanical plans and specifications will be bidder designed and submitted in approximately three to four weeks. If I can be of any assistance on this,please call mc Sincerely, David L. Williams DLW/kc Enclosures F\WFnATAt91"04t970t7\IJ1.1 KC Sent by: GROUP M..CKENZIE 5032281285; 04/04/97 14:54; ice= #54, Page 1 6 R ..1LP 1 woo sly&ulcaoFrSTREETJPO 10*Admit•Poo71ANQ Or? mei TLL Stt12249670•NET.GfiPMACX.COM•FAX'507 22E 123.5 FAX COVER SHEET Date: ./4 /r7 Project Number: `74oS 7 Company: .c! '.. Qz4o#0.0 FAX 4 y` 7 217 • Attention !tN.l,. rh!'^!tc,_ . . . . . .... Project Name: a it . , i .#tf W f2.6?%1& Descripbon: . .. . . .4.110$1- . . . d. ..Fi? 7-L.24) 6 From. ........... . . .0 )S. . Comments or Special Instructions: t rn l . A/Wm") . . .i!tiJ.. . MO-M.- 7 ivet?-trr -rik6 item buir c: by FAX to: FAX TOTAL NUMBER OF PAGES (Indr lt,••rl If you did not reserve a0 pages.Own rad our Ripcords Department ORIGINAL WILL /(VLL NOT FOLLOW BY MAIL CONFID(HTtAUT'Y moral. The inbrrnaeen eentain•rf in Otis Itemenin sons.nhslnn u ennReeniul end is rlendeA only for Nilo Ulla of the individual or entry nomad above If the reader of this message is not the intended lea►'lent VW'serves as notification that anY leadint disclosure,copying,distribution.or this taking of any action in rel4nea on the contents of this cltrrrtvllicstion is Maty prohibited C this transmAsien was reaaived in error,tmmedistey notify us at 601724-9570 to arrange for return of the original facsimile Sent by: GROUP MACKENZIE 5032281285; 04/04/97 14:55; Jetfax #54; Page 3/5 04/04 13:54 1887 FROM: 5036201058 TO: 5032281285 PAGE: 3 DELTA FIRE Fax:5036?01058 ter 4 '97 14:32 P.03 tZ 966 L-1 VP 'ONI 'Ewa 41-130 _. - - Pressure psi = co to — 1 1 111 If1 I Elfflll I � Q n - 0 8 S o o _R vl LA V1 VI v1 u NI V1 V�1 co � b 1 • v __ �1 D 'As 11111 .wr 1 _ I Ma 8F;t a. w 3 N r rr 7[ . I . -0, l m il -, fl w • ♦ f - C T a Z al , 4 I 4- 0 4 - P r^ N tr! 4 o t -1 fA r il T ' 4 f f f -... 0, -n • r J r 14 ill • A 1 pp. 1p O 2 I Sent by: GROUP MACKENZIE 5032281285; 04/04/97 14:55; J�{x #54; Page 4/5 04/04 13:55 1697 FROM: 5036201058 10: 50322e1265 PAGE: 4 DELTA FIRE F a z:503620:[)58 Apr 4 '9? 14:33 P.04 Tu^,satin Valley Firs Rescue - Rev. 134.94 • and Beaverton Fire DcpartmCnc 47ss LW. Dr+cKca Dr. P.0.hoz CB e.Irunes.01 TWA amt 12-2449 FAX S26.2s36 REQUIRED FX FLOW WORK SHEET i TO BE USED WITH FOIE FLOW CALCULATION INSTRUCTIONS t) Badding Naas FireUepc U,+1 Only 2) Address: 3) Tyle of Structural: (Cheek l Rex) aur O IFR, IIFR O II Oos Harr, IIi One$ac. LI IV$cavy Mater, V-0ae noir fl-N, QI-N O v-N 4) Total are �' sec Use ab. large* simple floorUM K inclusive of meZtilidna AS defined by UDC Section WI floor arra !n Types I and IIPA ooaucartim largestsoatsdve flag aces She be _ . the Wee 5) ttuildtIS MG FLOW ClIFF); (Sea Pitts Flow Calculate UI�C Table A-LII-A-I. Instruction Pg. o)' z ArpepaocyL _ 4500(11 i I.30(_�,t1 P �''ulrQ Ph'�':w ? 2 1--(� Plow (fill tins h Mul4pls Ociapancy Raatd: 1OuPr oae aq it 4. 0141 sq " .,�BBAtt Unwpancy 4�+ -- bids sq a : %BA Oecupacy — nee aq Q + __...._.bids aq R = SBA Orc.-upaacy_ sq ft bids sgR = __S A T) OompranCy X Fatter - — BA X ��.. spfo 817X ' foot Act) .r SBAX FPftt pen JIFF X hex ) FF si BA X spa+ UT'X Owe fi+� — __."FF sus BFF X _ !az facts •; Fir (nu in Line _jur*I. Sent by: GROUP MACKENZIE 5032281285; 04/04/97 14:58; Jif #54; Page 5'S 04/04 13:5e 1987 FROM: 5038201058 TO: 5032281285 PaGE_ S DELTA FIRE Fax:54367A1USt3 Apr 4_97 14:34 P.06 Required Fire Flow Work Sher: Paget . . • /4 r/✓ h.i } GorI, J u / r 1) Total Required Fire flow: f 1461.3 `1 1- $--e 9) Credited Regwrrl Arc Plow (Else only oat of Dims a, b. or c) L Multiply Lire 1 by 75% for hip lire alarm b. Multiply line 1 by 301 for automatic sprinkler or sD protection c.. yl Line 8 by I. for central station protection 1462.3 DuKtCd au[bslnlce sptinJder , ,; 10) Available Fire P1046,2- 11;29 "- I 2 I 1 Is'' t Round off numbers to marred whole fit Surldinj Asp ttt rlre Raft Example; A uitmeat bu<7 �� s Tips V-N aoastrvcaoa, a� spare fao�e 12.003 Guava3' tea fou,am/poems square feet, En 3,CO3 spat. Apartment 11,500 occ r�iw+ 3.500 aq a + �'� �!9 !! 71 i 8A oct sq12,000 bids sq 295 RA • 71% atm X 3,Qo0 pm OOT )X 1.0(ono bc) • 1,130 spin 29% (BA) X 3,000 pas Y 1.1 (o>ae lbeY., S •7 gpoi Total Required Fist Kfrizigi me required fire now of this bu,1dins is gnaw than 3,000 spin, thereF separation was (sae Fire redoe Ordinance&e 22 or En Flow ' enlace arra lnsut;c�ons. Ps. 3 Sce4) poen (Slaulaeon one ofithe automatic pty1i g with UBC Sae. 505(f) weld need b be instilled or o e theial uto sprintle- eltra aa�s or central station supervised sluff stem (sae rice Ordinance See:, 2?E or Fire Plow Caluitstyrin lastsartiees, pi- 7 Sec 5(e)). One may also upgrade the of ttlon The tame app are true it roq�red Are greater than manIabk fire Raw. _� l. it stele o 1.. U occupancy occupancy hazard, place answer est Lire S. If multiple hazard, skip to line ib. %rhea sultiple oceupa are honed within a single fire flow area, �Y renisow shall be tach=ad eon to the ratios elf floor the asihousq glean hoar ssin occupancies. tacih builditire flov v for a given OCL !1 Pa cy horard shell be multiplied by the occupancy factor and then added together to produce a required fire flow. 2. This information is available from the fire district unless the building Is in a nsvly enveloped area or new fires mains are to be installed. Tf rhe latter s the we, please provide engineered calculations shaving astiselted Ileum for the ere.. CITY OF TIGARD PUILDING PERMIT DEVELOPMENT SERVICES PERMIT # • BUP97-0306 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 07/10/97 PARCEL: 25113AD--01800 SITE ADDRESS. . . : 16748 SW 72ND AVE #B-16 5UBDIVISION • ROSEWOOD ACRE TRACTS ZONING: I-L BLOCK • LOT • 11 JLJRISDICTION:T?G REISSUE: FLOOR AREAS 7---- EXTERIOR WALL CONSTRUCTION CLASS OF WORK. :FPS FIRST • 10 s f N: L . E: W: TYPE OF USE. . . :COM SECOND. . . : /�L)0 s f P!".GTECT OPENINGS? TYPE OF CONST. :3N . . . : 0-sf N: S: E: W: OCCUPANCY GRP. :F2 TOTAL : 14000 ,sf ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. : ' AREA SEP. RATED:2HR STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT?: MEZZ? : REOD SETBACKS----1---- RE'DUIRED FLOOR LOAD • 0 psf LEFT : 0 ft RGHT : 0 ft FIR SPKL:Y SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR AL.RM:Y HNDICP ACC: BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: 0 VALUE. $ : 41011 P e m a r k s : Fire suppression systes - An Alarm and Monitoring syates is required for this space - Delta has advised this will be cospleted by others - DO NOT ISSUE A FINAL INSPECTION FOR THIS BUP, UNTIL AN APPLICATION FOR THIS MONITORING/ALARMS SYSTEM IS ISSUED - Bob P Owner: -.__ _._._ ._-_--_-•_ _-__. --- --____-.-_- FEES ---- - PACTRUST type amount by date recpt 15350 SW SEQUOIA PKWY PRMT t 0. 00 DRA 06/12/97 97--2958544 STE 300 FIRE 5 0. 00 DRO 0F,/12:/97 97-295854 PORTLAND OR 97224 5PCT $ 0. 00 DRA 06/12/97 97-295854 Phone #: 624-6300 PRMT $ 247. 00 FIRE $ 98. 80 Contractor: 5PCT $ 12. 35 DELTA FIRE INC 14795 SW 72ND AVENUE T IGARD OR 97224 Phone #: 620-4020 $ 358. 15 TOTAL Peg #. . : 000E,41 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Sprinkler Rough--- Tigard Municipal Code, State of Ore. Specialty Codes and all other Sprinkler Final - — 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 sore than 188 days. ATTENTION: Oregon law requires you to follow the _ rules adopted by the Oregon Utility Notification Center. Those , rules are set forth in OAR 952-881-8818 through OAR 952-88181987. You many obtain a copy of these rules or direct questions to OLA( by calling '5831246-1987. Per mit tee Signature: ������� Issued By : 6.eviA., �-_ +4++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 b 6:00 •. m. for an ins •ection needed the next business da ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Fire Protection Permit Application P,,,,chock , ,Y4)F. TiGARD rr Commercial or Residential Recd By 125 SW HALL BLVD. AE, , Date Redd_eL1 7 3ARD, OR 97223 Print or Type Date to P E. Q- )3) 639-4171 Ext. 304 Incomplete or illegible applications will not be accepted oats to OST ' -` VI-7 (-f...)1-1 Permit rd QQlp __ _ Cai .i ; -/C `7 Name of Oevefopmenuproltt+ct - '-- ---- --___ Job Type of System(Complete A or B as applicable) _CtZ� oo tom, }�,.1c. ,!tilckol Ko _ _ Address AddfJss A.) Sprinkler Wet a Dry 0 Name Standpipes Ila C_A-r u Owner Mailing Address Additional Hazard Group ,15-.352., 5,w .Sektu'nfti.kWAlp`rt z.,. C tyrStatep Phone Information Density ier1 d 61 Z_2 '4 Lo Z y-L o Desn Ares " Name '9 A� ticQ-_neC00.7n us� P) . fickirk 12;141 )4, K.Factor )ecua,,1t Maiiini5 Address IV-1(-6. <3,, 72nd � _ __ b• I � t C.tyiStatfi Zip Phone i Sprinkler Prole:t Valuation s I ( I O I l ,r,p ,rota tk tic ch 7� B.) Fire Alarm / COT Business Tax or Metro A Exp. Date I :OniraCtOr Na —_ Submittal Shall Include Battery Calculations YES cl Individual Component YES 1 Sprinkler w Mailing Address ❑ Cut Sheets Alarm ']y'l 9s S.1v, Z2"� flue- Fire Alarm Project Valuation1 Company) City/State Zip Phone 1 $ ?&s o st 9 127 1 L 2t.)--4k37-0 i Attach Copy State dormcone.Board I ie A Exp Oat• Project Valuation Subtotal(A or B) $ 0,1 of t•,Li I7L{ Z-9ss _ _ LH Current COT Business rax or Metro A Exp.Oats Permit fee based on valuation $ c Licenses Vi. _(1_ 2- era (see chart on back) c�-4 i, Names 5•h Surcharge $ " ,Jro�e Me kei i c., 12 . 3 Architect MO99 drys , 1�^ wCr � c,l FLS Plan Review 40•/.of Subtotal $ y �� w Crvq(iPstat• i�hr .i 31 TOTAL j A Li. LA 91201 zip 2'2 4-95 ' tri �Ji C $3f; �i� ,esarbe work A.)New 0 Addrttort•. Alteration fa. Repair O PLANS MUST BE SUBMITTtO.soprwee and a comet nine mar to statesman. .o be done• Three fats or ea and surn land very mint rwu.awhimwhim shawl braaon d nearest t+vdrant i B.) Basement 0 Hood/Vent 0 Spray Booth 0 i,sreof kedge trim t have read see loon nut o»wnbmraon green s I Complete 0 Partial 0 Exitway 0 oared that I am the owner air swnor>sae agent of the crown and aur prat wantted 1 art is r/wr,(WY,rf 1MWA tlrbr_lr Sbrr taW.! Wddttronal Descnpbcn of Work Signature of Own•rfAgent Date E- ►(Z t. C� t rtik'I-e(L Vrd t_+,o SySkn"t Wl��(PM (ir- a-q-1 A.)In Existing Budding* New Budding Contact Person Nam• Phone Building t> nc� o.c \ec (.02 U - ((02CD Data 8.) ConvnetroaLA Residential ❑ FOR OFFICE USE ONLY: Plat 0 Maprrl t; No.of stones: One,/ • s 2,,r- 134D- I V Notes °°F-1/. ..1Sq. Ft / y a rd _ ,Vlnasupr doe , Hydraulics Summary Sheet DELTA FIRE, INC. Designer: ANDY CARTALES 14795 SW 72ND AVENUE Calc By: STEUE CARTALES PORTLAND, OREGON Dote: 7/97 (503)620-4020 Project Information Hydraulics Information OREGON BUSINESS PARK 16735 SW 72ND AVENUE Demand... TIGARD, OR Spr Peq'd Pres S7.58 PSI Spr Req'd Flow• 947.E4 GPM Add'I Flows: 100.00 GPM • Hose at Srce: 400.00 GPM Contract No: 97-9939 Total Flow• 1447.64 GPM Building: 1116 Total Pres: 58.25 PSI System ID: OREGOHI BUSINESS PARK Static Elev: 0.00 Ft Ref. Drawing No• 1 8 2 OF 2 Construction: COMBU'iTIBLE Supply... Occupancy: UNSPECIFIED USE Water Flow Test+_ Static: 97.00 PSI Residual: 87.00 PSI Authority TIGARD Oty Flowing: 3962.00 GPM Elevation: 0.00 Ft System Information System Type: WET GRID Date: Time: By. _Hydraulics Design CriteriaPump Data Density: .30 GPM/SgFt Rated: 0.0 PSI@ 0.0 GPM Remote Area: 3000 SgFt Boost Pres: (NA) PSI Sprinkler Coverage: 100 S Ft P 9 q Discharge Pres: (NA) PSI Design Standard: NEPA $13 Discharge Flow. kNA) GPM Hazard: EXTRA Combined Figure: 5-2.3 Curve: 3 Static: (NA) PS? Sprinkler: / Nozzles Residual (NA) PSI Manufacturer: RELIABLE Oty Flowing (NA) GPM Model: G Size'. 17/32" j Available... K—Factor: 8.20 P) 95. 45 PSI@ 1447.64 GPM Temp Rating 212 F) 58. 25 PSI@ 8233.95 GPM _Commodity Storage_ Commodity. Strg Meth• Margin... Class Location: Pressure: 37.20 PSI Area. Aisle Wid: Flow: 6786. 31 GPM Storage Ht• Solid Piled% Palletized% Sigma Dromics Corporation _Racks '/OO Summary Sheet Rack Type Encapsulation? Horizontal Barriers' I1 Flue Spacing Longitudinal: Transverse. MAR-24-97 MON 15:26 GROUP MACKENZIE FAX Na 5032281285 P, 04/04 4111111 CITY OF TIGARD, OREGON i :-�. '1 l� Hydrant }low Test Report Location: SW 72nd Avenue Date 4-4-97 Test Conducted By: _Richard Sattler Time 9:07 a.m. Representative of: Tigard Water District Carl Valley Fire & Rescue) State purpose of test: Fire Flow Work Sheet Consumption rate during test: Pumps used in teat Yes( ) No( ) How many? Hydrant Flows A/1 _A/_ _ A/3_ A/4 _ Nozzle Size:_4-1/2 Pitot Reading: 53 _Discharge Coefficient: .X90___gprn Static: B 97 • psi Residual: B , 8z psi Projected results 20 psi residual 11929 pm or @_ psi Residual, gpm Remarks: Location map: Show Une sizes and dLaance to nett crass eooneeied lbs.Show valves and hydrant bri Al she. lndkue(N RTH).sbow flowing hydraats-Labels ,/1-M-A 3 N4,show location d statk and residual-Label "B' Suter t u f9t,rltQjhLatlg,[Tiaard Bu in Dcotl ee "ATl'Y''' PIf1n Resew. 1 12SW pall tvd.LTisard, Onion 97223 - (.93) 432-4471 3 ( .e,t 12" 0 i — � V — — — - — — D��P 1(4i June 26, 1997 KesitiA\ RECFirrr'. Delta Fire, Inc. UN 3 0 1997 I CITY OF TIGARD 14795 SW 72nd OREGON Tigard, OR. 97229 GELTA F1r�., . RE: Oregon Business Park PC#6-30C 16748 SW 72nd BUP# 97-0306 Dear Applicant: Your request for a building permit cannot be processed further, for the following reasons. 1. The information under"Building Data" on your application is incomplete, please provide all information requested. (Copy of Application attached) 2 Fire flow data on your summary sheet, indicates a static pressure of 97, and a residual of 87 PSI. How was this information gathered?, and who was the licensed testing firm providing same?. 3. Your application indicates a"spec space" The plans submitted gives no indication if there are area separation walls dividing this space from the rest of the building, and based on the hazara shown on your plans, there is a possibility that this space may not be a permitted use. 4. The area shown has more than 100 heads, under the provisions of UFC, Section 1003.3.2, a supervised monitoring system will be required, as well as an alarm system. Who will be providing this system? Please call me at 639-4171 X 392, and we can discuss what is necessary to get this application back on track. Sincerely, nottert D. Poskin, CBO Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)6811-7772 DELT.L . 95 SW. 72ND R F l INC• 147 503/620-4020••PORTLAND, 503/620-1058 O 97224 July 1, 1997 City of Tigard 13125 SW Hall Blvd Tigard, Oregon 9722.3 Attention Bob Poskins Reference. Oregon Business Park Bldg 16 In compliance with your review letter dated June 26, 1997, please see the following 1 Please see attached revised application 2 Rich Sattler, of The City of Tigard Water Dept , please see attached fire flow report 3 Please see revised drawings for new 2 hr w'II 4 Pactrust Inc will be providing monitoring system We trust this information is to your satisfaction arid will be able to proceed with the permit process Please feel free to call, if you have any further questions Sincerely 4 dk.* Andy Cartales AC/ms FIRE PROTECTION CONTRACTORS Fire Protection Permit Application Plan cnecxf ((' C- -Y.CF TIGARD Commercial cr Residential Reed By _ .. J 125 SW HALL BLVD. Date Peed 1 / 3ARD, OR 97223I Print or Type Date to P E 3) 629--1171 Ext. 304 Incomplete or illegible applications will not be accepted Date to OST Permit s i2i, -1r=ir Called Name of DevelcpmentiProlea Type of System (Complete A cr B as applicable) Job Ckt^,' .1 ( s. }4.Y �.?Orty.1 [ . Address Add4t)ssA.) Sprinkler Wet ei Dry 0 )t- 3.E /)te-7List j•0 •) 2 " & SLandplpes Name 1 C i i t.t S Hazard Group Owner Mailing Address Additional 1', '.")7_.) S,w . of is M i-i1)t eZ,-; Information Density C.yrStata lip Phone til LJ , (V/L.Lq lc L 4--Loi6 e Design Area Name g �'�, t iX f',v.��. lark (,14.1 )4' K. Factor )CC'Jpant Maitin4 Address (CZ 1( T �11., 1 t =� v 'A f' Spnnit,er Project Valuation $ ,...,...7..C,yrSta. Zi Phone L.4 1,o l I i t i.c,,�l �,z (r ) 12_3B.) Fire Alarm CO Business Tax or Metro a Exp.Date ontractor Name Submittal Shall Include Battery Calculations YES D V_)E \ r1 'r•';` 1+V1... Indivutual Component YES O Iprinkler or Mailing Address Cut Sheets Company) u n Alarm ._jy 1�15 5.4,, 1 L" eft uc Fire Alarm Project Valuation veiny) CiyIState Zip Phone $ ,PLL,. C.)LL cl 7 1 -is 2c, u1 Attach Copy State Const.Cont. Board Lac a Exp.Daae Project Valuation Subtotal (A or B) $` or' of I 2 el'is _— _ -� itoll Current COT Business or Metro Exp.Date Permit fee based on valuation $ 11 _ c,e. Licenses \'I '( 2 'i", �.— (see chart on back) cri(+ ), NarTM+ 5% Surcharge $ Architect Mailing Address � FLS Plan Review 40;x. of Subtotal $ `' (a :21°City/State Zip Phone TOTAL $ 7r,_ 4l 'scribe work A.j New 0 Addition-0 Attention O Repair O l'LA1+S MUST BE SUBMITTED.aocvoved and a;mamaw mor to nstsestion 0 be done Thee sets M plans and Ida pian(and vianity cresol required which shows location or nearest hydrant B.) Basement 0 Hood/Vent 0 3pray Booth 0 I heresy,ac nowwQe tet i nave fess this apdicaeon Vial the mfometion grrwri,s Complete 0 Partial 0 Exrtway 0 correct.dot I am the owner or survived agent or Ria owner and let pians Wbrmted are m cnn piienca with Oregon state taws ddifional Descrption of Work. _ -Signature of OwnerlAgent I Data .. I 1t-_ i rt � l(�l� r ( 1r�; �, `�,t')L�r' �Jl_ -, _L_Ii_� .U"'1 _ LC- C2 �-7 1 A.)In Existing Building O New Building t] Contact Person Name Phone wildingY\c �1 �'r,f �t \ec, (02 U — 4020 Data B.) Commercial p Resrdenhal U _ FOR OFFICE USE ONLY: Plat 0 Map#TL#: No, of stones L SQ. FFt: / -- _ l I �I 1) 'L�V tT ?t.) Notes Occupancy Class Type of Construction Vhesupr doc -- I 1 CIT`( OF TIGARD BUILDING PERMIT FEES TOTAL PLAN STATE BUILDING VALVA T;CN PERMIT FLS REVIEW TAX PERMIT ..r..PROJECT FEES (40%) (65%) 5% - - --- - FESS 1-1,500 25.00 10.00 16.25 1.25 . 52.50 1,501-1,600 25.50 50 10.50 17.23 1.33 55.66 1,601-1,700 28.00 11.20 18.20 1.40 1.701-1,300 Z9.5 53.9a 6 0 11.30 19.18 1.48 61.96 1,801-1,900 31.00 12.40 20.15 1.55 1,501-2,000 65.10 32.50 13.00 21.13 1.63 63.26 2,001-3,000 38.50 15.40 25.03 1.93 80.86 3,C01-1,CCO 44.50 17.80 28.93 2.23 22.46 4,001-5,000 50.50 20.20 32.2..3 2.53 1(36.06 5,001-5,000 56.53 22.60 36. 3 2.83 118.66 5,001-7,000 62.5 ) 25.00 40.63 3.13 131.25 7,001-3,000 68.50 27.40 44.53 3.43 . 143.86 8,001-9,000 74.50 29.80 48.43 3.73 156.46 9,001-10,000 80.50 32.20 52.33 4.03 169.06 10,001-11,000 86.5,? 34.60 56.23 4.33 181.66 11,001-12.000 92.50 37.00 60.13 4.63 194.26 12,001-17,000 98.50 39.40 64.03 4.93 206.86 13,001-14,000 104.50 41.80 67.93 5 23 219.46 14.001-15,000 110.50 44.20 71.83 5.53 232.05 15,001-16,000 116.50 46.60 75.73 5.83 244.66 16.001-17,000 122.50 49.00 79.63 6.13 257.26 17,001-14,000 128.50 51.40 83.53 6.43 269.86 18,001-19,000 134.50 53.80 87.43 6.73 282.46 19.001-20,000 140.50 56.20 91.33 7.03 295.06 20,001-21,000 146.50 58.60 95.23 7.33 307.66 21.001-22,000 152.50 61.00 99.13 7.63 320.25 22.001-23,000 158.50 63 40 103.03 7.93 332.86 23,001-24,000 164.50 65.60 106.93 8.23 345.46 24.001-25.1' 0 170.50 6.3.20 110.83 8.53 358.06 25.001-25,000 175.00 70.00 1 13.7 5 8.75 367.50 25.001-27.000 179.50 71.80 116.63 8.98 376.96 27,001-23,000 184 CO 73.60 119.60 9.20 386.40 19.001-29,000 188 .1:0 75.40 122.53 9,43 395.86 29.001-30,000 193.00 77.20 125.45 9.65 405.30 30.001-31,000 197.50 79 CO 129.38 9.38 414.75 11,001-32,000 202.00 80.80 131.30 10.10 424.20 32.001-33,000 206 50 82 60 134.23 10.33 433 666 33.001-34,000 211.00 84 40 137.15 10.55 443.10 34.001-35,000 215.50 86 20 140.08 10.73 45 June 26, 1997 ,0041104, Delta Fire, Inc. CITY OF TIGARD 14795 SW 72nd OREGON Tigard, OR. 97229 RE: Oregon Business Park PC#6-30C 16748 SW 72nd BUP# 97-0306 Dem Applicant: Your request for a building permit cannot be processed further, for the following reasons. 1. The int:J--m tion ander"Building Data" on your application is incomplete, please provide all information requested. (Copy of Application attached) 2. Fire flow data on your summary sheet, indicates a static pressure of 97, and a residual of 87 PSI How was this information gathered?, and who was the licensed testing firm providing same?. 3. Your application indicates a "spec space" The plans submitted gives no indication if there are area separation walls dividing this space from the rest of the building, and based on the hazard shown on your plans, there is a possibility that this space may not be a permitted use. 4. The area shown has more than 100 heads, under the provisions of UFC, Section 1003.3.2, a supervised monitoring system will be required, as well as an alarm system Who will be providing this system? Please call me at 639-4171 X 392, and we can discuss what is necessary to get this application back on track Sincerely, o ert D Poskin, CBO Plans Examiner 13125 SW Hall Blvd., Tigard, OP 97223 (503)639 4171 TDD (503)684-2772 a-eJethre /")/1 ►7 11 1 21,7-e / j- 71 i 2__/ -e C,)j v` TT,f 00. ,/ oe,90 .r Li pan r C)/ 9//1/ /1 ? earl! 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C 13 C O L C a) m RI 7 c0 •Of O F- > O N et VJ it V y E 7 C o E a- O` 0 C > L O Q m ii m V Z O v 0, > T S Y O t m m { m U t O .ro o >•rn !n iL m > p O co coN m cv E v U r m m m m m To y ?� 7 m °' -, u, y c v j —/V /0 To ��cocT /ice e 'e S _ - ____ 1r CITY OF TIGARD BUILDING INSPECTION NOTICE 1 Inspection Line: 639-4175 Business Phone: 639-4171 S Footing a •,: ervice FINA. Foundation Water Line Ceiling -Plumb Post/Beam Mech Shear/Sheath Framing -Mech Plbg.Und/FIr/Slab Plbg Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd -Bldg. San Sewei Gas Line Appr/Sdwlk Reins. �J, Other eLi - - _ -- _ ,/ - Date. _ _ _A.M. P.M.P Entry: Address: / 7 , 1, 7 Z -- — Tenant: }_�/ ' .. 41E C _—_ lllSte: MST _.— Con/Own . A€2c4j _lilivi I I✓ -l/(P_ MEC PLM: ELC: �__..—' ED: ELR: _ -/-ar :5 / 5 /%•ee' . Y/9/y'/4 .0 Coe,to, et G. / 4. ',4/1- , /1 -T 1 \\ QC\IP rTA is pr-ice _______--- \\ r.,‘ t• \SI\ L. Ir/ /;/ 4 vv,F5 5 - ,7 0,4,19.4 Inspec r OL--- Date:/) �'r PPROVED __DISAPPROVED/CALL FOR REINSP F CO meek, Ta 7.0.0c T ,c/ice 0# •` is _ _ ." , a c r',O . ___ ' CITY OF TIGARD BUILDIN6 INSPECTION NOTICE ` Inspection Line: 639-4175 Business Phone: 639-4171 1 Footing i " .v• ervice FINA ` Foundation Water Line Ceiling -Plumb. Post/Beam Mech Shear/Sheath Framing -Mech. PIbg.Und/Flr/Slab Plbg Top Out Insulation -Elect. Post/Beam Struct Mech. Rough-in Gyp Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins Other. - /1/611- - Date 2/i ..f A.M. __P.M.k___ Entry: _.. Address: f IA' Z Tenant:,- _ C"."(4_ — - Ste:_ _ MST: — -- Con/Own: — I(O MEC• PLM:ELC THE FOLLOWING QORR TIONS ARE REQUIRED: ELR: - - - `A\LY\rte" kr-I IVN" I vf3(' q// 6.-dp_A__It_____fi_e-fir z,1/04, Inspec r -f5t _ ___- , Date PPROVED ____DISAPPROVED/CALL FOR REINSP F CO •________ _ tiWôfiGARD 1 DEVELOPMENT SERVICES ELECTRICAL PERMIT ���, PERMIT #: EL.C97-•01 i 0 ,� , .. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639.4171 DATE ISSUED: 02/26/97 PARCEL: 2 113AD-01800 1 E ADDRESS. . . : 1t:. . ,it: '1n /2ND AVF #B-16 l!BDIVTSTOtd. . . . : ROSEWOOD ACRE: TRACTS Zf1NTNIi: I--L 'LOCI: I._OT • 1 1 'roject Description : INSTL_ 2 SERVICE/FEEDERS & 5 BRANCH CIRCUITS --RESIDENTIAL UNIT----- ---TEMP SRVC/FEEDERS------ -------MISCELL_ANEOUS-----•-- ' QI SF OR LESS • 0 0 - 200 amp • 0 PUMP/IRRI0ATION • 0 -ACL-1 ADD' L 500GF. . . : 0 201 — 400 amp • 0 SIGN/OUT LINE LTG. . : 0 ' IMITED ENERGY • 0 401. - F.00 amp • 0 9TGNAL/PANEL : 0 ''ANF. HM/ SVC/FDR. .: 0 601+amps-1000 volts. : 0 MINOR LABEL_ ( 10) : 0 SERVICE/FEEDER _— BRANCH CIRCUITS --_. _ .. _-.. _F DD' L.. INSPECTIONS-- 1 — 200 amp • 1 W/SERVICE OR FEEDER: 5 PER INSPECTION • 0 40'71 -imp • 1 1 st W/0 yRVC OR FDP.: 0 PER HOUR : 0 1 — 600 amp : 0 EA ADD' L. BRNCH CIRC: 0 IN PLANT • ''' .N1 - 1000 imp. . . . . : 0 ------ .. .. .. .. ...P1• --PLAN REVIEW SECTION------ -- 000+ amp/volt • 0 > =4 RES UNITS s > 600 VOLT NOMINAL. . : connect only : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : lwners !W RUBBER EXTRUDERS type tamo'int by date rerpt ' 6748 SW 72ND PRMT $ 1E5. 00 TAT 02/25/97 97-290LiO `;PCT $ 8. 27 TAT 02/25/97 97 -290130r IGART) OR 97221 Anne #: ontractora __..____...... _....._-_..-------._.___..__._.__.__ _..•------._..---._.__...._._ _._.___---..___---_- ._ 'TGARD ELECTRIC INC s 173. 2.1 TOTAL ! 20 S ELLIOTT RD ------- REQUIRED INSPECTIONS --_._.. ,IEWBERG OR 97132 Ceiling Cover Underground Cove 'hone #: 538-5000 Wall Cover Clect' l Service "e g #. . : 000260 "'is pereit is issued subject to the regulations contained in the `C- 'lgard Municipal Code, State of Ore. Specialty Codes and all other Per ee Sign . 2.�e pplicable laws. All work will be done in accordance with / Ij approved plans. This prig will expire if work is not started :thin 180 days of issuance, or if work is suspended for lore '"a" 1 AS days. . ri By / -4161--d- - OWNER TNSTAI L..ATION ONLY - _ . _ . he installation is being made on property I own which is not intended ' , . Ile, lels;n, rr1' rent. ' 'NER' S SIGNATURE DATE: --- - — .. -CONTRACTOR INSTAL_! OT T ON ONLY - - ''JATURE OF SUPR. ELEC' N:IL _- DATE: NO: _ _ Call for inspection - 639- 4175 Communit; Development ELECTRICAL PERMIT APPLICATION • 13125 SW Hall Blvd (� Tigard, OR 97223 Permit # C6C1.7 / –0/f Date Issued .. bi- f J 4 i, ,, Phone (503) 639-4171 FAX (503) 684-7297 CITY OF TIGARD TDD No (503) 684-2772 Inspection (503) 639-4175 1. Job Address: / 4. Complete Fee Schedule Below: Name of Development-/r' W. kI� -r 4E r►J/j Number of Inspections per permit allowed Address 1614/�$ S.W. )� Serv'ce included Items Cost(ea) Sum City/State/Zip POW, Cg, 9 )12 - 4a. Residential -per unit 1000 sq ft or less 311000 a Cv %` f,, E ach additional 500 sq ft or 825 00 Name (or name of business)Iii, `Ly, h�?�P� F at, portion thereof -- Commercial X Residential �__� limned Energy _—, 32500 Each Manned Home or Modular Dwelling Service or Feeder -- See 00 2a. Contractor installation only: 4b. Services or Feeders installation alteration or relocation Electrical Contractor_ • E,+T• 200 raps or less I 360 00 C_00' 2 Address Ito 3. r iiiirrt201 amps to 400 amps j sao 00 Cl.Pt 2 City_A,rRwptr _ State OR Zip )/31 401 amps t' 600 amps 3120 00 2 r 3 O - 3150 00 2 �J O C volts 601 omps to 1000 Phone No. 5"C'P _ Over 1000 amps or volt3310 00 2 Job NO St rJ 3f Reconnect only 350 of -_ — 2 contractor's license NO. '11 C_ 4c. Temporary Services or Feeders Contractor's Board Reg N• 4nstalletion alteration or relocation Signature of Supr Elec'n `- f2-1 200 amps or less 2 s 31 S Crf' 201 amps to 400 amps - 350 00 2 License No _. S3.1 S ___ Phone` O. __ 401 amps to 600 amps 37500 ------- • Over 600 amps to 1000 volts 3100 00 2b. Fcr owner installations: see"b"above 4d Branch Circuits Print Owner's Name New alteration oi extension per pane Addressal The fee for branch circuits with City__-- - — State _ Zip_ purchase o►aarvin or feeder ha Each branch circuit 35 00 2.5- c c Phone No b)The fee for branch circuits without 2 The installation is being made on property I own which is purchase of service or feeder his 2 not intended for sale, lease or rent First branch circuit — 33500 ` Each additional branch circuit 35 00 Owner s Signature 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): ''ach pump or irrigation circle 34000 — 2 Each sign or outline lighting 340 00 -- Signal circui(al or a limited energy _ 2 Please check appropriate item and enter fee in section 5H. panel.alteration or a■tension _— 310 00 — 4 or more residential units in one structure Minor Labels(tot __� 3100 00 __ V_Service and feeder 225 amps or more __System over 600 volts nominal 4f Each additional inspection over Classified area or structure containing special occupancy the allowable In any of the above Por inspection _ 335 00 as described in N E C Chapter 5 pis,brio 35500 t,,anr _ 355 00 Submit 2 sets of plans with application where any of the above - - apply. Not required for temporary construction services 5. Fees: 5a. Enter total of abode fees $ I ..M NOTICE 5v Surcharge (r)5 X total fees) S PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ Thr1S 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 S COMMENCED 1 l Trust Account 0 $ Iv",*Pr Balance Due $ 113 2S PLywooD GALL KFS SuPPPy I ZS-Pr A!,u) Ruf9eCc Er T 4,7701w. 72ND ,34i1 /4 7T ,'4P SFL✓icE 400,4.44P 2V7/1/-80✓o..r R7E EXS� 1AJ� /3‘ac* sfe✓CE P6E ,P,.vA/•4 8�ect ?J Nfw 3f ,,(E /VoT Mot( 7700,1 / l� /SEM r 4-- o<..3 'fO pfjE riVAr NDN. I — to- L Ofir 1 ` _ --- ----_ ,(qLC two DOo�GS — R�1cc - /Coot 17F L/,/__ DOC ; kick Tru _ - p_--- 2 pF[ fi+.sE 2 V)k CM F L 4.„ E,Ro _,A d b -- 4-5),N• cT . PC-,E rAvt, Cu<_fO'T . a„de----1 veto.` gf 13q/i A�/S I r___Tht .3`e 43Ei /Ay-774 / o dpeI I oM^ . roma Der,,jt T r.v ( Zok.Ic-rv,1 CN-sCS 2769C `vosf 3i0 CA • • . f • _ � _ . - _ - . ,„d `'- - r— d2 cu • I • EXr.°FtA--'o Cool./:e_ Witt. /Ct..J 30...a CosJT/auous 3►b,4LDQroitf ( I30A.I I 6001H6040.p ZDOAM/ Zoo A P (ZoOrlorrA' D/sce.- A/1.15 WlIL RAA/ OAmy /5rif id Oft/ 3 ELLS MAX i 3°"'"° It 36 04"P e("°'-• e 3"-` /io.e /io.I //OA ...-. t Re-.% A120 eo% Daly Cycc E %'on/T/r-i4o„S LoAO 74"fra. PLE,g / (4l aures C06414. ~SM .foNi /►+icc £^46,A•-P F354411'SpF354411' BC/1'I 8S 0.1C /8A#P 23nMi Slw, 71x/2, <"!-✓i2 /'^'D Cou 02 /S Loa @ 7-07)a-4- O.+c_y 71if4 may. g '► PS-�./ pJp N t IA "s o .�lwr.da) MA" of /80 Dos)1 Alton /NSYA.G.e►� I . Z/Z; /43 .. FEB-,1.9-97 WED 2:34 PM PGE FAX NO. 5035901240 P. 1 1 THREE PHASE SEC. FAULT CURRENT CUSTOMER NAME: NW RUBBER EXTRUDERS CUSTOMER ADDRESS: 16770 SW 72ND AVE, TIGARD TRANSFORMER KA: 500 RVA IMPEDANCE: 1.4 % SECONDARY L-L VOLTAGE: 480 VOLTS W1JE LENGTH: 150 FEET WIRE SIZE: 4/0 AL NUMBER CF RUNS: 1 RUNS TOTAL WIRE IMPEDANCE R: 0. 082 OHMS/1000' WIRE IMPEDANCE X: 0. 039 OHMS/1000' FAULT CURRENT: 13911 AMPS ES 9/8/93 i ,o t'7 9 ,cr------1 FIRE DAMAGE REPAIR BUILDING NO, 16 AT OREGON BUSINESS PARK I FOR PACTRIIST SPECIFICATIONS FOR BID & PERMIT RESUBMITTAL c''.4<c311DA% 2790 tit' l DAVID Y11 MUM i 4 4 t�PO" D,OREGON � v is'v U prepared by: GROUP --ISCLELCI.MkC...KENZIE1 0690 SW 5ancrof Street / PO Snx 69029 • Portland,OR 97201 Tel:503 224.9560•Net intoGprpmack corn•Fax 503 228 1255 Project Number 297057 April 28, 1997 F`W'PDATA\SPECS\MASTER.SPD\97057 flTIF. I 02730 SANITARY SEWERAGE Existing underground system to remain;connect new fixtures as required 03000 CONCRETE DIVISION See Structural Note Sheet S 1.0. 05000 METALS DIVISION See Structural Notes Sheet S 1.0. I06100 ROUGH CARPENTRY See Structural Notes Shat S I.O. 06115 SHEATHING Se:Structural Notes Sheet S 1.0. 06180 GLUE LAMINATED CONSTRUCTION See Structural Notes Sheet S 1.0. U Ot,.500 WOOD TREATMENT Treatment: Pressure treat all wood in contact concr!te, and all wood used in roof membrane operations. ' Standards: Pressure treat wood in accordance with A,. Wood Preservers Association(AWPA) Labeling I abel each piece of wood with American Wood Preservers Bureau (AWPB) quality mark for use ' intended. 06410 CABINET WORK Provide cabinet work of standard manufacturers n locations as indicated with all trims required to affect a neat and complete installation. ' Provide separate tops for all base cabinets of 1/16 inch plastic laminate in solid colors over particle board substrate. Cabinets: A.WI grade custom, flush overlay,high-pre;sure laminate exterior,low-press re laminate interior. Submit shop drawings for A/E review. ' 07210 BUILDING INSULATION Walls. R-19 Kraft or foil faced fibaglles batt, ASTM C-665,Type III,Class B,except in exposed areas use Class A Roof: R-19 foil-faced fiberglass batt. ASTM C-665,Type Ti!,Class. ' Sound Attenuation Batt: R-11. ASTM C-665,Type 1. Install vapor barrier to warm side of structure. ' Vapor barrier permeability: 1 or less. 1 '1.vroArA'SDECSIIASTEE_SlirrOl 1GN xr 4 March 21, 1997 i 07510 BUILT-UP BITUMINOUS ROOFING Standards: Comply with pertmeut sectio.T.c of the National Roofing Contractors Association(NRCA)"Roofing and Waterproofing Manual." Installation. Including detail., for roof edge conditions, flashings, roof penetrations, etc. in accordance with Primary Roofing Manufacturer's requirements. Submittal: Submit manufacturer's details and installation specifications prior to start of work. IRating: Provide minimum U L. Class B. Uplift Attachment: FM 1-90 attachment to roor deck. Roof Membrane: To consist of base sheet,two frit plies,and white mineralsheet. cap Certification: Submit certification of U.L. system and approved attachment. Qualified Installers Contact Owner's Representative. ' 07620 SHEET METAL FLASHING AND TRIM General: Provide flashing sheet metal fasteners and accessories required to prevent water penetration through exterior building wall and roof systems. Installation: Comply with recommendations of the following: Sheet Metal and Air Conditioning Contractors National Association(SMACNA),Architectural Sheet Metal Manual,Current Edition. ' National Roofing Contractors Association(NRCA)"The MICA Roofing and Waterproofing Manual, Current Edition." ' Galva.rized Sheet Metal: ASTM A-526,minimum 26-gauge. 07900 SEALANTS AND CAULKING Seal of caulk joints between dissimilar materials for watertight seal. Provide watertight caulked joints at all ' building exterior locations where possible water penetration through joint may occur. Polysulfide Sealant Sonobstic two part as manufactured by Sounebom Contech,Thorospan S as manufactured t by W R Grace and Co.,or approved substitution Material of two-part type shall be in gun grade consistency and in standard colors as selected from the manufacturer's palette 1 Foam Type Prernolded Filler Gasket in cord,strip or other section as shown: Similar to Dow Chemical Ethafoam, in natural cola closed cell polyethylene foam;provide in sizes as required for secure gasket position in indicated joints. 1 08110 STEEL. DOORS AND FRAMES Fabrication: Fabrcate steel frames to"Steel Door Institute"(SDI)recommendations. ' Frames: Drywall Francs: Knock-down 18-gauge cold rolled steel,snap-on trim manufacturer's standard baked- on finish coat. 1 FMM)ATA,SPECSJ.cASTFJI 579AT'RTTNd04RC 5 March 21, 1997 1 08210 WOOD DOORS Standards: Provide doors complying with National Wood Window Door Association (NWWDA) Industry ' Standard I.S. 1-87,Sections 1.3 1.I to I.S.1.7 Solid Core Doors: Face Veneer: Premium grade Red Oak,plain sliced. Core: Any system allowed by the standard AWl PC-5. Adhesive: Type I. ' Edge tsane, Match face veneer. 08360 OVERHEAD DOORS Provide steel sectional upward acting standard overhead door of sizes indicated. Style to match existing. Doors will be insulated to R-5 minimum. Doors shall be manually operated on helically wound torsion type spring, minimum 24-gauge slats, ' manufacturer's standard 3"track. Accepted Manufacturers: Crawford,Overhead Door Corporation, Kinnear. ' Submit shop drawings for A/E's review 08410 ENTRANCES AND STOREFRO •I f Framing System: Framing members: ASTM B-221,extruded aluminum alloy. Alloy and temper designation 6063 T-5 or 6063 T-52. Performance: Air infiltration: ASTM E 283; .06 cfm ' Water infiltration: ASTM E 331;no water penetration at test pressure of 8 psf Deflection: Limit deflection to UI 75 under combined total load of 20 psf ' Finish: Architectural Class! anodic finish. Dark Bronze: AA M 12 C22 A42 Manufacturer(Framing System Components): 2 x 4 offset by US Alum,Arcadia or Kawneer. ' Manufacturer(Doors): Provide manufacturer's standard medium stile door with the following features. Kaneer as specified. ' Hinges: Butts Closers: LCN 4040-ISG Push/Pull Hardware: CO-9 and CPII Threshold. Door manufacturer's standard. Weatherstripping: Pile weather:trip AAMA 701.2 Deadbolt. Adams Rite MS-1850A Sign. I" high letters: THIS DOOR TO REMAIN UNLOCKED DURING ' BUSINESS HOURS Cylinder• Kawneer standard 5-pin cylinder Glazing: Prov'de tempered insulated glass ASTM C-1048 clear at door(Sungate 300 Bronze at windows). Submittal: Submit shop drawings and hardware for A/E review. ' F IVPDATASPF.CSMA.STFK SPM97057\M41,4 KC 6 March 21, 1997 08710 FINISH HARDWARE General: Provide all hardware for complete door operation. Submittal: Submit complete hardware Schedule for A/E review. ' Butt Hinges ANSI A156.1 Exterior doors and doors with closers: A 1112 Intenor doors: A 1132 I Provide non-removable pin at exterior doors. Button tops. Locksets/Latchsets: Exterior doors: ANSI 156 2 Series 4000;Grade 1 Interior doors: ANSI 156.2 Series 4000;Grade 2 Lever handle: Schlage Olympiad or approved Lock function: ANSI F-8 I or F-82 for exit doors requiring no special knowledge or effort to operate door. Closers: ANSI A156.4,Grade 1, Series CC 02000 Standard cover,with options PT-4C and PT-4D Provide manufacturer's recommended sizes, except for parallel arm closers one size larger than manufacturer's recommendation. Locate closers on out-swinging doors on room side. For handicap accessibility,provide closers with options PT-4F and PT-4H. Finish: 626(Satin Chrome) ' Application: Locate hardware in accor'i nce with DH1-04 and DNI-05. When approved, slight variations in locations or dimensions will be permitted. Application in accordance with DH1-02. Attach door control devices for exterior doors such as closers and holders to door with through bolts such as sex bolts and nuts Provicc door opening force at all doors at exterior and interior which complies with ADA requirements and Code req enients for presiding jurisdiction. Where opening force cannot be provided in compliance with regulatory requirements,inform Owner ani Architect prior to fabrication of door hardware. 08810 GLAZING Plate or Plate Glass: ASTM C-1036. Tempered Glass: ASTM C-1048. Strengthened to approximately 4 times its manufactured strength Meeting standards of CPSC 16 CFR 1201 CI and CII and ANSI Z 97.1. Mirror Glass: ASTM C-1036 mirror quality. ' Insulating Glass: ASTM E-773 and ASTM E-774 Standard Specification for Sealed Insulated Glass. Certified to Level CBA by Insulating Glass Certification Council(IGCC). ' Color: Sungate 500 Bronze by P.P.G Installatic .: Install glass in accordance with glazing guidelines set forth in Flat Glass Marketing Association ' (FGMA)Glazing Manual and SIGMA. Install glass in rated assemblies complying with NFPA 80. ' F A WPDATASPECCAIASTER SPRva'01741-aN KC 7 March 21, 1997 ,3tnt by: GROUP MACKENZIE 5032281285; 09/02/97 10:32AM;j0Wax #167;Fage 1 /2 6R011P____ 'MACKENZIE ] MO SW IAMCP/OFT STPIFETOPO Bat MON•PferTlealn Oil OTMf TLL Sto224afiel,•frr cireso 7lbW•rAZ Sra271 t6 FAX COVERgSHEET �1 Daus. [ -L-17 Pr*dt 2.`.1f.5.(r� .... .. . . .•... Company .Cir' gr.ROW Arentlon .r(AFAX: Project . 7L..pc r.tio (UR*Ja . . . . .. . . .... ft >E� Description Lf)�h . TWA.fL L... FromY�.. Comm.fnts or Special In stenion. 'l1(, = 77.-.01.3.Y. . 714 V rt Aye,..40i/h/ virryz..17 . . f/te - c by FAX to PAX: Total Numtw nI Papas(Including tie aztver sheat) ORIGINAL __ WILL I 1 WILL NOT FOLLOW BY MAIL 11 you did not receive aU pages,please call our Records IJepartn.mt at 5031224-9560 To send a fu to Group Mackenzie,um 503/228-12M. CONMOI MWJIY NUM* Trw Inaindellon contained in this ferainete venrnredon Is confidante rd he Intended only for the use on t» it lvWuel or en/ti nano slaw a Iry melee of Wee mrweoe le rot din intended nfdpMnt the tower to no/Ma/eon tut any reading, deotaue,copying.dernbulta.or Me thing of any caw M"dance an P.m tor%of this moan nkau,in it ado*prohibited II this esnarnIsaon was raolrad In erns,i tense hady nonny io al 9:13/Z24-956D to army*Ib return of the original feQ4mile Internal Urs Only- nw - - ---._ •.orf. /. wt.eypertn«n I:ST()ATA•WAMEMFtAT!I?AX AD.4. Sent ;. GROUP MACKENZIE 5032281285; 09/02/97 10:32AM;,J x #167;Page 2/2 DEL1Y\ FIREi INCE /95C31820-4020 ND •• FAX LA a 1058 ,4 September 1, 199/ Group McKervjelSaito 0590 SW Bancroft Street Portland, Oregon 97201 Attention. Dave Williams Reference. Oregon Rusiness Park Building 16 - Tenant Improvements We have recently been din)cied by the owner to proceed with the rrstcllatron of tiro spnnklers throughout the talance of building 16. Our design schedule would have completed shop drawings and calculations to the City of Tigard by September 8. The design criteria for the rebuild shell was in ecrxrdance with URC standards for an rrcorr>rnitted occupancy; 30 GPM over the most r,mote 3000 square feet It is anticipated that the balance of the building wi;I be calculated to the same criteria. The installation schedule will be coordinated with the individual tenant* nwwcts end more then likely be done on an off hour shdt. The first of the remaining tenants inseallation N. " start soon as we receive approved clans bade from the City We trust this information is to your sat. tion tf you have any quesUons. please feel free to cell Sincerely 4 la Andy Cartales FIRF PROTFCTION CONTRAC ? ORS Sent by: GROUP MACKENZIE 5032281285; 08/29/97 3:28PM;J #129;Page 2/2 I 3 A4.1 © 0© 11 i V ♦ • =.13..,-- - • - - • A ii i I allil likl a al I I I i 11.......=zr. _ .. .__i• ! .,._.. R0( rofm2 c-^seArx pikon co 0 It , -DEóadQ) ur (FAR7-c prri