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13748 SW 72ND AVENUE BLDG 16 —L n Vii„ 4 • 1 ADDRESS: SW A A1�77 isVecordsVnicrofInAtargetsUwilding.doc II lillll IIIII I LEGIBILITY STRIP 10 1 Olij IIIA I II I2I11 IIII 13111 1111411 II II IIIIsII tllll hIII�I 1111811 Illlgll 112,0 2 1 2'2 IIII�III� IIIIIIIII IIII�IIII IIIIIIII 12 23 24 28 26 27 28 29 30 ZI i I QI y HOW • IOZ ON W 1 101 03__ . IJw M*`* I IL � 7 8 9 I I I 0A II r YORK 3 TON GASPACK .UF ' YODEL D1NA03a I II - O 100 Ib• Z4• 101 lbs r t� 25• • �.� tae The ®e lb. � O • - c,lrefa aan,r � I I A CORNER WEIGHT DETAIL M 1 SCAT r; N.T 8. I I ►-� �; w I I PERMANENT ATTACHMENT TO ROOT CURB. IIiS 1 #10 DRIVE SCREW THROUGH 18 GA. pppsu mm � ►� O BASE RAIL OF UNIT INTO I eGA WG DOL E-� Q, I FACTORY CURB. ANGLE—, •/ I�0 a" �-r w /10X1 SELF TAPPING DRIVE SCREW an r TYP. OF 8 (4 EA. SIDE) I I I TMP. HVAC UNIT mum \ /UYR IRAT10t -�` a r-•• CURB —___1_ � T 1 — Roor � .i. I Ic UNIT HEATER DETAIL, II ._) RTU SEISMIC DETAIL M1 SCALE: N.T.S. Q cc r SCAB: N.T.S. I AO'-O• TO 20 . .... J/1.6 QA>KIME OAS METER r . . 3�%.� ' i ,r- e I1 , O 1 I I I e I o Ij GD Q �+ t0 250 ------ -- r- I ~ z \ it I - 11 n I CV CO I LEGEND: NOTES: mom• I . (E) FJCISTINC TOTAL BTU = 60,000 ATL — (N) NEW (R) RELOCATE TOTAL GASLINE = I5D'-0" �I a a i (REM) REMOVE AC-1 74*P ® SUPPLY GRILLE �^ -- l RETURN GRILLE n I I 10• l � Teo 14.0 T THERMOSTAT b I &P.O.C. POINT OP CONNECTION -• I p ro Ir. � Nat I� e Q- EQUIPMENT SCHEDULE: w 1 (s) TAG MFG. MODEL # VOLTAFUGE MCASE ;rnOLING HEATING CFM MIN.OSA WEIGHT REMARKS t`n ]ALI 4110/30 0-1 L L AC-1 YORK DINA036/3-TON 9.5/15 3L4.4 MOTU 45 MOTU 1200 240 395 LOS 0 �'" II I • EF-1 GROAN 61111/EX, FAN 120 VOLT - 60 - - 0 C) O 11 UH-1 E,"NIG OWNER SUPPLIED 120 VOLT - 33 MBTU 230 - - - (2) C9� C,D C\I NOTES: E..� o w i, Q PERMANEHILY LABELED FOR AREA SERVED (T VENT TO EXTERIOR CC leo � o . w_ HVAC — FLOOR PLAN M 1 SCALE: 1/8" = I'-o' o NORTH CIT Ir OF TIC APIA 9 Approved................ ................ ... Ccrlditionally Approved................... Fnr pnly the work as de'cribed In: CAI) NO. PeF�rnl r r�o.�4-'1-p31�B-_ � _— POGAICT NO. 2194 See Lettor to: ..... ... .. .... . .. I - AttaCh............... .. .. . .. BRAT NO. SW �7�►+ Job By: jx3te -tjjLWt mi '� 1i•ill I'1 i I of 14 ' 011 'i LEGIBILITY STRIP 3 3 E 7 e 9 10 11 12 13 14 18 17 18 19 20 21 22 =3 24 25 26 28 29 30 yNOr�i sy1OZ _ �1� .1!1.I�.�111II IOW�� I! J► 1�11I1�t� i�.( C. ! 1.tJ,�lal�1 'II 1 ''',f Q oa .yiywn..p....,... .. ... ..;... .. „re...nil'MiMIM1N'FenaH0.-N�'Mwn!Miw"M'•T.^4rVr.Mwr^n'.IM!/P1M`+ .. Mrd 'N'X11.1� 'Y�`.V"f+fV'.'F4tl�MINYIM•y1URMM1'Y^yN'Mr'tlM.;IY'hik w ^'MIM . b� ++nnr....nR?`�!wvmel�!,w�..lA,' M.^.!lMu rtrMr.e . VwnY.11"'R�!TMR'Y'}+ON'11hTrn.I -i.l... rinWN•'Mr:WW +4 T _ - _ ..... -..__ _.......—+- wl , •. Maly•..W.iM^,iMlvi.► 'r.. yN`rr+ 'r.w+•.rn.. . • . .. .- . ...r.«♦ .. . ... ... - - _. _ �MYa'.w!IwpMwl►I P. -:...,;.lyMxnr r ,.++vw!t+hM�'"FI"'.n.w+m.,«r. M�•R11'11A"h'!'rn'%SwIw�IM*".'.1.�►'ewM1M"vn+'MIh►'.. .w..r.rw».^»w., .w.....w - ..... -.wK..- ,:. ...I... -. ,,.. ...,....w.^ „ . -s-i. w • - =-� - • 2.L 'T 24.1 24 T • l_ 4 GAFog 34- J Z, , 2 ^_ "= : 22 _ • _ , d 4rs1 P U. ry 4' � 0 0 tj o .• 0 v N* p I I IJ i I C► r � u v. l Q a i ��� J _ d1 ti• (� •� J by ti yl$ ^aa t�vti ..A? COQ _IRE �•Ip Iia `'� � O � / iIR Z 122 1 m 4 4- _ 4 ¢ �� 41 144 43'Q? � i of �` � I _ v r4 � � E h it - -.. 40 4.1 REL'.ABL.E ALAkw-A L E•IGC_L4 NIAL-V!- oQj RE"A2G zT211st tiLI AT :�:ju Q D 2 X(0 505- ?JaI►1S(a Q-O %. 22x (02 C+L pU2L I f.]S aj-O°%. I i � (�M x$9 Ca LB I Co STI:GL ?IPE �ITY OF TI RD Approvled i Con onaliy' 7 . .. ..- �y For ly ti�cr a� 'c�L..;•,,,�In: SEGT�DtiAL til>:�nl ' I V Anach..... .. . ... . f f D ETA Iib A��r�sS'_��� s� �z SCALE '4 0 GALE 34 = I-4 y a.lr� 7 1 • RAL NOTES STANDARD SYMBOLS • OH STANDARD SYMBOLS - UG SYM., TYPE MFG. I MODEL TEMP SIZE FINISH CANOPY FINISH OTY. NO.I REVISIONS DATE DESIGN CRITERIA CONTRACT WITH At; MATERIAL AND EQUIPMENT *- �^ Z�-L'.A*L.: _ 112 'T�51 gW�SS � ED LT�L 0 _K^�;,, -IAZ�42.� U BE NEW AND UNDERWRITERS APogpvE - ALARM VALVE POST INDICATOR OCCUPANCY NAME �^' -t,1`E.1.1 C-G _ `_�� / MENSIONS ARE CENTER*O CENTER ExCEPT DIMENSIONS SHAWN THUS,• � ?. I IS ,1 GM RC L SS 7C v1 I O DENSITY ^� - ADDRESS _ � .J �, + 1•'•, ARE END '0 ENO DRY PIPE VALVE T -NON-R'SING STEM GATE - \ ^" • . ^•E BRACING SMALL BE PROVIDED N ACCORDANCE WITH NEPA \ REMOTE AREA CITY °AMP•• •„0 •7 FLOW SWITCH Q -fIRE HYDRANT •W/PUMPER ---`---- -- - � + PAPE 4LE”ER5 AND METHOD OF HANGING TO BE N ACCORDANCE WITH NFPA - - -` �l INSIDE HOSE-- vim PHONE_ APPROVALS �~ I(o �}�2 PAMPHLET..p .7 WATER MOTOR GONG � -FIRE DEPT CONNECTION � OUTSIDE HOSE } ---- - - - ^PWG SMALL E N ACCORDANCE WITH O AN PAMPHLET NO 'J ELECTRICAL BELL - -DOUBLE CHFCI(VALVE ASSEMBLY - WATER SUPPLY 1 G C F SA 14 FIRE, 1NC. 4 Of PIPE AND c 4013 THREADED ANO WELDED SHALL BE iN ACCORDANCE �-, DRAIN VALVE -- 1^�D HE— AITH NfPA PAMPHLET 40 '7 CHECK VALVE -� STATIC ?1 2 _ IN ARE TO PROVIDE ADEQUATE HEAT TO PREVENT INkLEP WATER.NPIPES FROM FREE2Wt, 1 r• G.JpVED COUPLING �m�� NEW UNDERGaOUND FIRE PROTECTION CONTRACT 0 R S -� RESIDUAL �— el 3 TITLE PI F'I I IG P'_A/1 IN AREAS PgptECTED By A WE'PIPE SPRINKLER SYSTEM x a(o'L - - DATE 'D -Z.: •?'1 SCALE ' STRUCTURAL ADEQUAC, OF 'HE BUILDING TO SUPPORT THE SPRINKLER PIP;, t - EARTHQUAKE BRACE _ EXIST UNDERGROUND FLOW 4 v SHEET �L CF 14705 S W 72nd • PORTLAND OR 97224 • 503 620 4020 — — '+ S ONSIBIutr pF 1HE OWNER AND/OR HIS STRUC' PAL REPRESF'.'e• ,, HYDRAULIC REFERENCE POINT - PUBLIC WATER LINE LOCATION h�..1 12 ^c i rE 5 CONT. DRWN. AG L SYSTEM II It-16 1 Mi2Of' 14 .....,•yew„.... CR1 j�nllluilhll�lu�linliiiinIIlllllllillli'(�n I I�iullin�inljl,� �` n�Inlllln;llulnll�tinllln�l�'—•. LEGIBILITY STRIP c> I� 1'o I I 12 I3 I4 10 17 Is 19 210 21 zz 23 za 25 zs z7 ze 29 30 - loRl•. �� 7w at It 01 NON I . lot .�111111111�11111i 11J�11�11I.t�I�11111L illl>�!�11a11U11111t 1.11�lll.11tll l�laJa W l.11.l�l ltll lll�ll.�l�.Ll l 111111111►1111 Wll 1t�I U SII I�J�1 t1il11J1i 11� i1u11i�1t1 IJ 1U I�1 or , „ , if too "ll 0-01110 im"000"Allo 0 04 is 101001 m 11 0 Awopp% "I '.n yy01 O � •� � 0 C) � ORE r--m­ C C C 9n �r L M 9# 6 C U CL t (V 00 AV W C (D m 0� P'rojed \� BUILDING 16 OREGON TA ��� wR BUSINESS -- - - -- ANALYSIS PARK OWNEflr,� ��r M _ BASED ON STATE OF OREGON 1996 EDITION Tigard, Oregon R�..C,r4� 0� - STRUCTURAL SPFCIALTY CODE PACIFIC REALTY ASSOCIATES (PAUF-1)UST) �� Client 15350 SW Sequoia Parkway, Suite 300 1 OCCUPAPICY PACTRUST FL/S?_ Portland, Oregon 9722.4 C - 1 Phone: (503) 624-6.300 - ____ CONSTRUCTION TYPE 37 N Fox: (503) 624-7755 - ALL_OWAPI-E FLOOR AREA 8,000 SQ FST ARCHITECT BI-DG.. 14 AREA r - --_ YAPd • .,LSC ASE 30' X 2)6% = 75% = 6,000 SQ FT C'kOUP MACKENZIE - Sheet Title 0690 S.W. Bancroft street _ ,` � TITLE SHEETPortland, Oregon 97201 TOTAL b L_UwARLF FLOOR AREA 14,000 SQ FT & IJ P.O. BOX 69039 :ASF- �-� -- LINF-.S-- _- --- —. AREA OF WORK INDEX ()F Portland, Oregon 97201-0039 � I -- DRAWINGS Phone: (503) 224--95E0 r, n DRQ . ��ING CRITERIA Fox: (503) 2?t3-17115 - -•� I _ �'" - - ��� F�IANDICAP --"""-- --- . _ I PARKING W �+�� n /� �� ��<< CROSS WALK TO ENTRY � S 1 i11 MUR/`•°\L ENGIN;."E��R r '� '� ALL DRAWINGS ARE IDEN77FIED BY TWO 1 ` �� I ACCESSIE31-E SIGNAGE MOUNTED DIGITS AS FOLLOWS: I 211 WATI _,_ 7'-0 AFF, W/ VAN SYMBOL GROUP MACKENZIE C T I E - - ® WEST SPACE A. CA CCORY LETTER REFERRING TO THE DISCIPLINE OR MAJOR I DI\4510N. K 8850 SF - - - ALLOWABLE FLOOR AREA x'2301 � °� ' �s', I ,/ BETWEEN FIREWALLS =8,000 SF r. TITLE I1E SHEET DEVELOPMENT � NNIS R. �OODS n OB9Q S.W. Bancroft Street I / 1 AREA INCREASES: • ;/ .��i , Portland, Oregon 972.01 I { 30 X 1.259 = 37.5% L �.ANDSCAPE P.O. BOX 69039 _� _ 2HR WAU_ _-- 1 TOTAL ALLOWABLE FLOOR A. ARCHITECTURAL PORTLAND, OREGON AREA- 11,000 SF S, STRUCTURAL �a Portland, Oregon 97201--0039r I 88 0 SF - P. PI_UMBIN3 M. hAt�CHANICAI. ()J,� �� ' Phone: (50.',) 224-9560 _ Fax: (503) 228-1285 I I I _ E. ELECTRICAL �---+ G- B. SLIF3—CATEGORY NUMBER REFERRING TO TYPE OF DRAWING OR GRO UP MACKEN7IF 1937 I GpOUPING. O ALL RIGHTS RESERVED ,,.,� ___ _ _ — ,___� .�, GROUP MAI;KFNIIE AND ARE NOT TO BE SYMBOL '� i _ � _T.. �� � ��NNRAL THESE DRAWINGS ARE THE PROPERTY Of ��'''''' \\��``'''''�� USED OR REPRODUCED IN ANY MANNER, LGt...l'VD 3• EXTERIOR ELEVATIONS/RUILDING SECTIONS WITHOUT PRIOR WRITTEN PERMISSION 4. WAIL SECTIONS IONSh Rovisio SECTION_ 6. ` EIOR D LC LING PLANS U l� / -Nn, BUILDING SECTION KEY MARKS a, pL?N_LS 6 i �L'�" x r E SITEPLAN 7. STAIR SECTIONS, PIANS, AND DCTAILi ZA '¢ REVISION EDITION 4�_s ( �f(,� � ,� �,� cI a.rlNc; DAT_— HEET ------ -- - -. # 1"=80'-O" f3. SGHLDUI.ES �� f �/ r p� ��.1 IN Fa. `2�r___ SECTIQN# CDRAWINGS Q/��,AI A' ��• - - _ SECTION KF Y MARKS X --'� --��``� . INDIr�� + 01 DI 1/`1 Y�II GS NUM SHF-ET# r ...,.. �`=-..•__ �._,.."_. ._ ,; _, ----•_ __ � r1.C1 TITLE' SHEET ARD - r•- •+—,- ^..�.__.� �r►�1 �Q DETAIL � SITE DATA DI WATER LINE PLAN CITY •• • ' I - - p �� e. ZZ DETAIL REFERENCE MARKS �-., r n � "' dltlonthD p k as d© Cr,g•.•••• 7 -` (4'LSHEET; �•---` -.�^ ° �� SITE AREA (LEASE LINES) 61,500 SQ FT /�f1L�t'. 9 F CTURAL FQt unlY�h°p`" f /'! „t': c_-------- -= ~ -- — PE�,FdiT FcfoW .......• .r ,• ..• DATE: 3/21/97 1A-0 A2.1 - ----- BUILDING HEIGHT � � F"t_OOR PLAN g�shltorto � .., DRAWN BY: BEB 71 X42.2 SCHEMATIC ELECTRICAL PLAN Attach / RW it 0 C P = � • FINISH FLOOR ELEVATION 172_.00' FLEVA LIONS Job Addm"• , Z L H s (' K BY: KEYNOTE EET ,A, . l -�a� - -----_ ._ It�I A3 �:' WAIL SECTIUNS f KEYNOTE BUBBLE MARK BLDG (GROSS) 26,590 SQ FT A4.1 DETAILS ;T.. -_ _ CNN" � 1 A8.1 Ny: R4�1!►AAIE 1 - BLDG (USABLE) 25,830 SQ FT A8.? DETAILSeh ROOM/SPACE" IOF NTIFICATION 101 ` _="""" PARKING (EXISTING) 29 �, A� n, ROOM •� / c URAL Sr°f°` r I f f }' ---r owl VlCi�llT�` E�A��' s�rr�•' ____ .�..._ ___._- f�,, r„x � T100 DOOR SYMBOL- Nl1ME3F R xx- NT; _... S1.f f_NERAL NOTES S2 1 ti! AE3 PLAN/KEPI-ACF_MENT PANEL ELEVATIONS << '' �. OF S2.2 '?OOAII S FRAMING PIANt I 297057 S8.1 I r BID SET 4/30/97 �—___._._ ---, n r;-Irr L�; z REVISED PERMIT SET 4/28/97 04/14/01 °,56 110 L�Ii I hill lin � � IIIA I !III �I"'�IIlliiil �nIuII I�IIIIIIII IIIIIIntInllull IUIInII IIIIIIIn IIIIIInI IUIIIII.. _�' : ,,.„'' � •� I I I I'I� III)l�i'I �iillnn iliijul��iilljiiil LEGIBILITY STRIP m.l�m i 3 a 5 6 7 8 9 IO II2 II3 Ila IQmm118 1I7 118 fl9 210 211 212 23 214 25 2I6 2�, F' ri)I8 219 310 r 4L1 1 II QI I 4 �) b HONI C 10 l lll.I_I1,Ld171 I 1]1�II I LII I I I I IT[i iw i.I Ia11J.I I Till i.1.11J_Li,l.i ll.11 L1.Ir11.111 L�LI�LI,.l�ll.l_LlilLLlla�iJ.11�1���LIIJ�_l lll�i.l.11.11l I�lL1 I I;�J. I I I I�oz .�J,•�l.� L�111�1...1�111 I '.. J - Kwik,w•x.m..m. ...r.nr..• ..rT•«ax•....Y., ..vwx Mv.-. ...... ..., ... ... ._ - ... .-... .._.._. .. a .: ..: .:......... ....:.... N.•-. . .. err..,• .. n.•r... n �.. ,......_.._., r. .,. -.-. .. ......, ... - + .. ....r rmr.-. -....• ♦ t ...r e•. • •X11+•rTl�."m'n'Tl{1!7',f^Y"N�'.^S•m`�•w^R''^]^.�f.s^�:�.+�'••N•'1•Pn•n�r:'jRY'1l '^^e'�:1{.n,....�..�n..�•If/.r..i.e'r:T'TrnwY�._.t.?:.1°x_^i�roal^tY,.er_•a. „n7 t r w .. ,^5�.,1m r+. ..m.hie .r-r-n.S .,. 1 .. .-v Kr-.+--. JnF —w r,+..f_... la y r� r' rj)r vl p,N so CONS I RUCTION NOTES co 20 0 10 20 40 I �+ �i; t N 1. AN EST!WATEL 12% OF THE WATEF SYS''EM COSTS MUST BE ON DEPOSIT "� - w' • f PRIOR TO BEGINNING CONSTRUCTION � � e•! STORM LINE I Tr, ;.;-. -, � c r ` A C ON OIv WATER < L�. r. -� I J`" •r-t•, -. G� LINE, AND TO RECEIVE A CITI OF T,vA4D PUBLIC Vv IRKS (TrW'r STAMPED APPROVAL ON CONSTRUCTION PLANS. � 0 � 0 N TO N ' C'y X ABANDONED � i;' I' ' 2. THE CC,, TRACT OR SHALL MAINTALt ONE SET OF TPW STn�dPED APPROVED PLANS ON THE CONSTRUCTION S;TE AT ALL i �'� , 1 IPDA >: 2:c: rt .___ � __ _- --- -- - - - - -- -- - _._. .._. -• - - TIME S. i -- - - •- - - -- -- -- -- E � ATE 4D 0 � d NEW LANDSCAPE-\ 3' 3. NOTIFY TPW WATER DIVISION, 48 HOURS PRIOR TO COI WENCII•'G CONSTRUCTIOIN TC SET UP A PRECONSTRUCTION MEETING. � 5 � � � ! IS._AND-SEE '^• ,.• _ 8` 45' MJ BEND -- TELEPHOtiE (503) 639-4171. i GENERAL NCTE 6 - - (� C Q W/THRUST',&OCK��`I'` . 4. ALL WORK SHALL Bc IN ACCORDANCE yl'iTH AWWA STANDARDS. FDC L, H sem. E� 15 ALL WORT' WILL BE INSPECTED ANF APPROVED BY TPW, W11JER DIVISION. 6. ALL PIPE AND FITTiNGS WILL BE DUCT1:.c�1RON, CEMENT-LiNED,OF NEW 1v9ANUFACTURr! AND MAGE IN THE USA. PIPE WILL Y,: day w \-c I' E , 4.S_R SEE ,.PR ,�hL..R BE TYTON JOINT DUCTILE IRON, CLASS 5-. K \ ARCH ITECTU°,A_ PLANS I ; FOR LOCATION f- � 36" OF ,x, /4" Mli � ALL c t r Y. ,r c _ / , SUS GRAVEL COVER FOR A WATER MAINS IN STREET AND RIGHTS- ' ' PROr✓O b R�.Pi_AC�MENT �- �0 � L 6. ALL VALVE OPERATING NUTS SHALL BE WITHIN 35" OF FINISHED GRirLE, OTHERWISE VALVE OPERATING NUT EXTENSIONS r •CRM INE I F.R ASSEMBLY h`r�JRA.�' WILL BE REC'UIRED. 15' WATERLINE S. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 D F. Or BEARING SURFACE ARE REQUIRED AT EACm TEE, CROSS, - / � •� � BLOCKS c S. T r .a �� � �vI�,Ii�iTY�� � m I /I EAS7MENT TO CITY r J /� i n .-•, 0 2 ! OF TIG.,%RD WATE AvD E_ND LOCATION. / .h .� -- - �- ' _•.I DEPARTMENT 10. A 4X4 8'-C" LONO, PAINTED SLUE, SHALL BE i''NSTALLEC IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION AND �.W T c � � ,r * � r I I :7.5' 1 REMAIN THERE UNTIL THE WATER METER IS INSTALLEr`. N.T." •� 0 ® N 11. FIRE HYDRANT ASSEMBLY CONSISTS OF AN, friJxS" FLG. 6" FLG: 6" MJXMJ HOLDING SPOOL AND A MODERN � 1 I M cLl co CENTURION FIRE M GATE VALVE, c " rc a �Ci U ��,. HYDRANT, A-44r, 6 h. J, MSC, -PORT (2-2;� NST HOS,. CONNECTION, 1-4}2 NST +1 0 PUMPER), 1.1 I" PENTAGON OPERATION NUT, 0?EN LEFT, COLOR: YELLOI.. APPROVED EQ� MUELLER CENTURION A-423 , I _ WATEROUS PACER 6790 CLOW !vECALLION I ! I I II 1 12. E1 r"p-H,F."IRE HYDRANT STA:' BE INSTALLED UPON A PR=-FORMED CONCRETE BLOCK MTH CUSIC YARDS OF CRI.J'EHEC ( TO SEPARATE THE ROC; FR�„ EA<TH C OVER.GRAIN ROOK, TARPAPER WILLBE LAID ON Tyr OF THE DRAINROC' _ GENCRAL_ NC) "ES fl1i »3vx 16 I I 13. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERAL Y OR 3 FEET VERTICALLY ICALLY OF A WATER MAIN SHALL BE ENCASED IN I OREGON " 1. AI._ WORK SHALL BE ACCORD-;NCE WITH APPLICABLE LAMS, � ''" ^' I A FEINF ORCED CONCRETE JACKET 6 THICK FOR A D'.STANCE OF i0 FEET ON 80TH SIDES CF THE CROSSING. WHERE r1 Z1 c r RE(:ULr.I ;.:VS AND BUISiNESS _ r ORDINANCES IN,.�U�i T CRO551F;GS ARE NECESSARY; THEY MUST BE MADE AT APPROXit•4TELY 90' IrJiTH AT LEAST 1E" OF SEPARATION BELOW THE EUILCING AND PUBLi: -`;;JRnSSDEtpDRTMENS� R_Q IREMEN OF THE CITY OF TIGARG PARK WATER LIN U T I E�ASTIN;� 2. THE CONTRACTOR PONSI6LE TO 03TAIN ALL APPLICABLE CCNSTrRUCTIOIv I _ - - ----- 1 - O c T 11 �N I hA�TOR S- E= REc o c t E I 14. ALL hAA1Ni5 WITH STATiL PRESSURE UP T., 10� psi HAL_ BE TESTED ED AT 150 psi FCR Div ' (1) Ht�..R �'�T H A MAXIMUM LOSS PERMITS AND NOTIFY• Ai-FROPRIATE AGENCIES, A� REQUIRED, PRIOR TO CONSTRUCTION. r ��I!-D��� Ig OF 5 psi. 4',ATER MAINS X11 ASTATIC PRESSURE GRATER TI1AN 1G0 psi SHALL BE PRESSURE TESTED AT 1.5 TIMES THE TFc c `� TigarC, Oregon STATIC PRESSURE FOR CNE (1) HOUR WI T i-i A !w.yXIMUhA LOSS OF 5 psi. , 1 t NO. 16 3. THE' CONTACTOR SP!-'_ PROVIDE EROSION AND DRAINAGE CONTROL AS REQUIRED BY 15. UPON SATISFACTORY CCIMPLETION 0" TESTING, THE NEW MAINS AND CONNECTINS 'I O EXISTING MAINS SHALL BE CI A' ED THE CITY OF TIGARD. r---- -- _ FLUSHED /T A - , Client I AND FLUSHED V`�'ITH POTABLE WATER PRIOR TO DISINFECTION. FLUS TNG VELOCv!TIES SHALL Bc AT LEAST 2.5 FEET PER 4. THE CONTRACTOR SIVA'L EL RESPONS.bLE O VERIFY THE LOCATION OF PTL_ EXISTING PAC T RUS 1 I i SECOND. DISINFECTION SHALL 6E IN ACCORDANCE WITH AW'�A STANDARD C651-92 THE STATE HEALTH DIVISION AND CITY `'^ v REQUIREidl-NT- THE CONTINUOUS FEED METHCD OF DISINFECTION SHALL_ BE USED. � DI�INiFECTING MIXTURE SHALL BE A UTILITIES PRIOR TO COCvSTRUCTION. UTILITY INFORMATION SHOWN IS APPROXIMATE c I cr ,c , l I , CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 PFN% THE DISINFECTION MIXTURE WILL BE ONLY AND BASED Dir .�.`,'AI; ABLE RECORD DRAWINGS. NOT ALL EXIT TING UTILITIES i I I i PREPARED BY liJJECTING A CALCIUM Or IUM HYP01.,, rLOR. I E A.J.. WATER SOLI I I ,! INTO THE PIPELINE AT A MEASURED MAY BE SHOWN, I I RATE WHILE FRESH (POTABLE) WATER iS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER 5 THE CONTRACTOR I = , c 1 SO:UTiON IS OF THE SPECIF IED STRENG"I H. TREATED WATER SHAL T c� RAS?Otv..sB:.E TO L.I. PLY WITH ORS 757.51-5i1, L BE RETAINED IN' THE PIPELI`VE LONG ENOUGH TO VERIFICATION GL UN- "i'JUND UTILITIES. DESTROY ALL "JONSPORE-FORMING BA TER A. TYPICAL RETEN,TIJ i PERIOD IS 24 HOUR AT THE END OF THE 24 HOJR ! ! PERIOD, THE PiFEL'.NE IS TO HAVE. A. CHLORINE LEVEL OF AT LEAST 10 ppm. AFTER CHLORINATION, FLUSH THE WATER 6, NEW LANDSCAPE ISL;. � EXTENSION, LANDSCAPE TO MATCH EXIST;NG. FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL ChEiviiCALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. ! i / °OSE 0= THS DISLt FECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO I I AI WATER`NI ,Y WITHOUT ADEQUATE DILUTION G, OTHER SATISFACTORY METHOD OF REDUCING S - � �'` 1' { cG CHLORINE RESIDUAL_ TO � Sheet lit',G I A SAVE LEVEL AS MANDATED BY DEC. AFT•F> DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE THE OF N �e.�'��I`.�tU'l,' „b;, ri Lk-N ANOTHER 24 HOUR RETENTION FEnIn, rli:i✓:<. T G TAKING WATER SAMPLES FOR BACTERIOLOGICAL TESTING. V ' S�. hi c WATER 16. TPY� '.ALL INSTALL ALL COPPER -RViCIc D SAMPLING STATIONS PRIOR TO BLACK TOPPING OF STREETS.S. WAT�k r METERS WILL WILL BE INSTALLED BY TPW L?ON INDIVIDUAL REQUEST AND PAY'n•tENT BY OTHERS (OWNERS). I l ! I 17. EVERY WATER METER FOR THIS SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION L� DEVICE (MINIMUM OF A GOL6:_E CHECK VALti A�S�t,�BLY) LNSTALLED ON THE PROPERTY SIDE, PROPERTY LINE PROTECTION 11 OF THE WATER ME-ER.ER. THE BACKFLOW PREVc.,i T ION DEVICE SHALL BE I',`cTALLED AND c LINE ' a��o. °c.� ro LOCAL °rv. c '�D TETEJ 8Y THE OWNER, WITH THE RESULTS Ot SAI T EST FORWARDED TO THE `°;,;TER DEPARTMENT, BEFORE WATER SEI?VICE CAN BEGIN. "`""S' °`°"` STANOARDS coot STA"nAROS I I 1 c f t I I atT APPROWD I I P � 1 FINSTALLATIONr � T I ,r 1 r RLTMN[R CLAM BACKFLOW OVA(I 18. UPON COI•.nP�_TION OF C�- TI7E' ''1J. ,TER SYS•EM, THE CONTRACTOR OR 0 NI!ER SHAr_L AD'ASE TPW OF THE -(��_`� k� TOTA, CON"TRIJCTII,i� COS:S TO Wi-i.c:r-I VvILL BE ADDED 1094 FOR TPW INSPECTIONS WATER LOSS, OVERHEAD ! I 1 I I Y ^ ' T t RA%" OOUF'LW ADAPTOR I N ADMINISTRATION, SAkIPLINGS, ETC., A D 2io FOR ENGINEERING REVIEW, INCLUDING "AS-BU:LT" DRAWINGS UPDATING THE S`''` `L`' °e I t• T R ,^ y ,� T MASTER MAP, INTERSECTION MAPS, ETC. I 1 r OPERATION CF VALVES IN THE I{G;r1f=c17 WATEP C" Vi�.E /�FtEA fS PRAtiiBITED FLOW CONTRACTOR to Sc.I N I EXP. DATE 12/31/98 t 0°CArNC :" VAULT WIN NfI1 2•-IMN HYDRANTS TO BE MODERN MUELLER CF_NTURION A-423 6"mi,5 1/4"MVO, S1°a'"" o'K"'t Pwoa TO I twc DCPART1�Ni I 3!PO PT NTTWO 2 112" NST HOSE CONNECTION AND ONE 4 1/? NST PUMPER, aA�`n�` c'�cnow C-- I II PENTAGON OPERATING NUT,OPEN LEFT, COLOR, YELLOW OSKA APPROVED LADOCR �• _ - I GROGF MACiiENZIE 1997 N, RACER 6790 or CLOW MEDALLION ALL RIG APPROVED EQUAL WATEROUS W/ �LUtwNVM cxnr.t,cx, I ; I --_.._--_...•_.-- -- / �-__-_�-�.._.�...�� _ _ - HTS RESERVED 2'-O PLAN THESE ORAWIN(;S ARE THE PROPERTY Of I4 II -,_••._-•�_ I I BEHIND BACK OF� GROU? MACKENZIE AND ARE NOT TO BE 1+ CURB,AND/OR � .," ro pmt a" USED OR REPRODUCED IN ANY MANNER, I BEHIND BACK OF = •--- :; mc>R.+� WiTHOU7 PRIOR WRITTEN PERMISSION I _ o�•n ,.,E y' f - I y�, W W I .. _TILT. ! I i - SIDEWALK L - - - - - -=�revIS oor,5 I I EXISTING 2" EXISTING 4' c°; W V,t5 I I WATERLINE SANITARY s, I - 1 � I � � �., r?EVIa�OK EDITION 5� c "� CLOSING DATE wz NO. 910 VALVE BOX TOP - '--C"ARAAN n« i 0 W/6'PVC PIPE x,034 VAL DoE"c OSAv D r r I I I LESS _._._.__._..._.._- •1 MIN. uant (y•CO' v,KK PAVEMENT ..... .___._. ..v,_ .. . . r Io- i fVvErw `r ',h .__..._....._._ --. _ -COVER I T ���+ ca w ,e >nsT t W .___...___ r ---~_ p -._.Y. µ; - WITH T DRAIN ROCK g"FLG x 36"OF \ -f-- .......- .TILT._ .TILT. __-TILT. ,,^, ...r._. _.,.-. W .-._.» AR R F " .: ( �.D01. TO OAv1.K7.T U° yi W _. .. v� r L - E 8 ACK ILL MJ GV _--SS S, S.W. 72ND AVENUE I _- F�FVATIoI� _______ wr��C�� L -_ Sy .. __.TILT -.___»ILII. SS -•�.-_ __ ______.__.___TILT � �� MIN [-:_� q A _ Tq(' INTO EXISTING . --ss- :;�_ _____. ------: -- --_-- � / j [ arE: 04/29/97 12 WATER W/12%8 ` ! FIRE LINE DOUBLE CHECK DETECTOR DPAWr; BY; GLK SADDLE TAP � o ,,r - ur� UTILI TOR •ECrUAL PA CASTING UOOR CHECKED BY: TWM SIZE WITH FDC 1M1HOU I F p C AR 'EQUAL ENGINEERS COST ESTIMATE TOTAL COSTS III �? _ _ , - 576-WA 577-W I CN-SAL 307 LF 8 DI AT�40� 1.'.,280.00 " ELINE f 280.00 l Z6-MJ .- i ` - - 6 I 687-WA 676-WA M-5A1 ,l�EL1NE •, SPRINKLER CONNECTION FEE AT ;1250/EA. {250.00 xMJ (LENGTH g 5106 LA 6-LA 6806 WA CND-IIAL(1) - FiRE HYDRANT AS5EM8L1ES AT =2000/EA, 2b00.00 �1) � MAIN WITH MJx6 FLG TEE IQ -_..J (1) - WATERLINE TAP AT $1250/EA. 1250.00 TOTAL: X13,530.00 � s1�� (SEE PLAN FOR MAIN SIZE) • OTT WA" oc°Ata Tu(»T APMOA3 COUAL MATERIAL LIST t t_4"x 9"x 16" CONCRETE BLOCK - TOTAL: =15,530.00 lll.. - CETAII No. SD1 ENGINEER'S BID ESTIMATE a" TJ DI PIPE, CLASS 52 ................................................................................. 307 LF, I V2 YDS of IV2" 3/4" DRAIN ROCK _ CHECK CONTRACTOR'S 810 ESTIMATED 12 734 `IRE H`rDP.A,NJT ASSEhAi3LY 1 EA. L. 1 WALTER ry DEpAR MET DETECTOR SSEMeLY DCDA TPW (12% ADMIN., OVERHEAD, ENGINE-ER;NG) 3 1864.00 " MJ GATE VALVE .. ....... . ...................'.........,................................I....................... 1 EA, STANDARD Flfi' r HYDRANT DETAIL --- - ----- - OF 1 t ENGINEERING (6X) 932.00 B" 45' MJ BEND . ....................... ................................................•............... .............•... 2 EA. CTWD DETAIL NO. 101 N.T.S. -Nub Ih tJ%�N � 1�I NI, 1 TOTAL: =15,530.00 1 Z"x8 " SADDLE TAP .....................................».............................................................. 1 EA. AS SUBMITTED R0 WATER DISTRICT FOR PERMIT 4/29/97+ TO TiGh 29?C}57 .I III.If, BID SET 4/30/97 r --- 110 a ,11 11 REVISED PERMIT SET 4/28/97 :,;�n::t -.��. .1 WINAP Q)-a IMae cm I � � 4 � � illlli'llll�l�lil�lllllllli�lll'II�Ii�lili��lil�l�ll�llll�l�llllllll�lllllllll�l111111 I111111�11111111!�IIIIItlll�l11111111�111111111�111111111�111111111�1tll�llll�ltli�ll� � ��ilu�ili�I,II�IIII�III��II�I�IIII.i�� LEGIBILITY STRIP � b l0 11 12 (3 14 le 17 le 19 20 21 22 23 2a 25 28 27 26 29 30 I m"1"I cm - ;,h OI B IOZ +IQy °z •xewro.. - .t..,•,hn^.weMae+r+- ..»+,•++wrs.,..n.,.m.»...-TILT... I .. .. - ...... . .. ILII •. ,. . ,.: -'.e S r C>d � Ip ��ad I AREA OF WORK 5. n j 6 7 F� 9 10 t LA a(� / W g� Ca ` tti� --- - -_1 -_. --- ---- ---- I - -- C4 ® � 0 5'-0'-'� 73'-11 _ 24'- 7" _ 24'-7 ---- _24�_ J" _- . I I A4.1 'N 10 , 2 11 a ", A tn o, I0 04 ^' w � ,a F 71 .- to r� I Proloct .231 � BUILDING 16 OREGON BUSINESS PART ;� • I K Sq- Tigard, Oregon CIS i 5 , `l�...ar>z _. i �_a 14 A8.1 i F'�CTR�ST ,✓ A8.2 no i Es 1A o1F A3.1 i 5 ;-7 E?P'7 - n,5 I ' _ � -��L 24. i itle I } 1 f PLAN 3 (25 FLOOR - - - - - Fq -- -- I - ; A A A 5 1�' ' x 5` 7) 8 - AA•.1 f j 2.121f I 24'-7" 14• 7 043 4TLAN6 10 OREGOIi� or o ARKEYNOTES RA CIF' WORK ---`-- -- -" - 1. REPAIR & REFURBISH 2HR WALL. SCE DET 7/AB.1 U GROl1P MACKENZIE 1997 ALL RIGHTS RESERVED 7. S' X 10' DOCK DOOR THESE DRAWINGS ARE THE PROPERTY OF 3. TS COLUMN SEE DET 31A8.2 GROUP MACKENZIE AND ARE NOT TO 9F / USED OF REPRODUCED IN ANY MANNEQ, i 4. (2) DOCK PUMPERS PEP DOOR TYP WITHOUT PRIOR WRITTEN PERMISSION [�; �� 5. 9' X 10' DRIVE IN DOOR Revisions: { LEGEND FLOOR PLAN �.� � 6. REPLACE_ SCUPPER AND DOWFJSPOUT � 7. REPLACE DOOR & FRAME nw l^ Y <„• REVISION EDITION 1 " 8. REPLACE STOREFRONT WINDOW FRAMES 1?r GLASS �� � _� (7LOSING DATE --- -- EXJS SING C ';RETE TILT WALL_ FIELD VERIFY S17F oT aZ xr 9. RECAULK ALL PANEL JOINT'S FURRING fi )NCRFTF WALL SFE DETAIL8/A8.1 ,� 10, TS COLUMN SEF" GET 2/A8.2 �•..aENR.;.FIAL NOTES 11. MET?I_ STAIR SEE DETAIL` $/A 8.?_. 9/A8.2, k 10/A8.2 ------ 12. -._�12. 3' X 7' 1 HOUR UL FIRE RATED DOOR _____4 --� ---- - - - - INTERIOR i SEE DETAIL 5/A8.1 A. FOR EXISTING CONCRETE SL.AD CLEAN-UP & REPAIR 13. REPLACE DOOR k REPAIR DAMAGFD FRAME ---•--4- _#'_.--+_-•-. SEE STRUCTURAL S2..1 14. TYPE 2-A FIRE EXT[NGIJISHFRS P. FOR EXISTING CONCRETE PANFI_ C'f_FAN--UP & RFPAJR - 2HR �4'tt! ; �- pET 7/A8.1 - CONCRETE- - 1�. PROVIDE PACTRUST STANDARD BALL VALVE WATER SHUT OFFS SEE" STRUCTURAL S2.2 Bt=HIND MILLER TYPE ACCESS PANELS ADJACENT TO TOILETS C. MOVE BATHROOM PLIJMBING AS NECES")ARY PER ADA 16. ADD SLATWALL_ HY GB STORE FIXTURES MODEL 486-48x96 PLW, -"--` `--------'--" TENANT p;' .. fNG WAIL SEE DETAIL 9/A8.1 ( ) REQ01REME:NTS• 8'-Ow HIGH (STARTING JUST ABOVE: THE BASE OVER FULLY D. KEPI.ACF 8U ROOFING & PLYWOOD SHEATH[Nr, BEGINNING FINISHED GYP BD) IN AREAS S140AN DASHED PATE: 3/21/97 TOILET RC WALL SEE DETAIL 6/A13.1 D. 5'-O" WEST OF GRID #7 TO GRID #10. 17. PGE CT CAN WITH METERS ON EXTERIOR, PROVIDE TRUCK DRAWN BY: DFB F. REPLACE FASCIA, CANT STRIP, AND FLASHING BEGINNING GUARDS FOR METERS CHECKED BY: DRW OFF ICE,'V. MOUSE WALT_ SEE DETAIL 1/A8.2 FROM 5'-0-' WEST OF GRID #r TO GRID #10. MATCH 18, 100 AMP 77/480 VOLT SERVICE TP!:NSFORMER ABOVF WITH EXISTING. 32 CIRCUIT 120/208 & 30 KVA TRANSFORMERS p.4. DOWNSp;; F. WRAP COLUMNS 0 GRIDS f'G & #8 W/(2) LAYERS 19. AREA OF RESCUE SIGNAGE PER UBC 1107.2 WITH 2-WAY OF 5/8" TYPE 'X' GYP BD SEE DET 6/A8.2 COMMUNI:ATION TO THE FRONT DOOR G. All WORK IN TF'NANT--OCCUPIED AREAS TO RE DONE 20. TOILET POOM EXHAUST FAN (MIN 50 CFM) "AFTER HOURS" SO AS NOT TO DISRUPT BUSINESS. 21. KNOX. BOX ® 10'-O" AFF H. All PLUMBING, MCCHANICAL & ELECTRICAL BY SEPERATE 22. SPRINKLER RISER A201 PERMIT. OFFICES TO BE PROVIDED WITH GAS/ELECTRIC 73. 4'x8' DOL DOME SKYLIGHT TYP -- MATCH LOCATIONS ANF) I HVAC WITH DESIGN BY CONTRACTOR. PROVIDE 1 GAS PATTERN OF EX[STING RI DG UNIT HEATER PER BAY 0 WAREHOUSE AREAS. PROVIDE 24. CARPET- 'N THESE ROOMS OF _ STANDARD FLUCXZFSCEN T WAREHOUSE LIGHTING. 25. SHEET VINYL 0 TOIL IFT ROOMS Ibiaa,w 11 AvtNUl. 26. VCT IN THESE ROOMS 297057 BIB SET 4/30/97 �:_ -- �✓ i „r I4 REVISED PERMIT SET 4/28/97 " r"�'``•, p, "" °'i�`"' "y '"�°� ...,„„ ...... ..wmywunnn..urwrw.orn•w.ewlms ...mrarow.wererr•. _.-. _ ___. ...,_- -,v..,ena•• ......._.-. •.a .. ,,,^<.:.ww.r,ww.•�...,:..,.. -_.. .fin_... __._,I.f�I I I I I I I I I I I I l4 _ �,Ifllllllllllllli"'� ��• ' '�'1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII! LEGIBILITY STRIP =� 2 3 5 6 7 8 9 10 1 1 12 13 14 18 17 118 19 20 21 22 23 24 25 2I6 217 26 29 31C I DI N^.NI l OZa ILI,I,I t. A. 1 -.,.. .. ..,. ,. _ '�,'. .. .. . �^q�+Mn ww+w:r.n+wn• �1�'+.Mw!7�',- rkr�wT.."9S' M'IlR!"YRM�"1"."f'1m^t'.u- 'a, . v - � aye. a.�,• r^ .. •. - � , *akNmMrw - pM^,wr^rNnf't'4ec^MrAi'MgAllr�er!�ruarvr,�+!�c�rMM!4X� ... MW^' .,.rnw.•,•Mywi.+e/ ( �» NMMAAIfwnTw^ ^ NN?'M'P vi AREA OF WORK,--_.�__.` `M N a �, M 6 7 P, 9 I (.) 0 0 u U. 0 0 4 t mx � I I I i c C < > m crit rA C (1" 2l - W a CIILu N - - c w �, �' vv I .77 (D d� Prolorl rm BUILDING 16 OREGON I BUSINESS PARI( Tigard, Oregon Client PACTRUST 5 -� I- J I am ­ 5 L 3� v ICi I 3 t s�Cl I i J .,s.,n„•I�!' �Ic:.r.F I 1 .;hec:1 Tiiie 4 ,-� SCHEMATIC l - ELECTRICAL PLAN r. ciml — -- .- -------- _ . -- . -- — ---- -- -- -.1-®r. 6) E , Dk$NI., R. WOODS C,'�1 'TORTIAND, OREGON j �f 6 7 S 10 f OF d AREA OF- 4V()Rk �► , GROUP MACKENZIE 1997 �' ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY Of GROUP MACICCN7IF AND ARE NOT TO BE USED OR Pi.PRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION AviSlons: LEGEND _ _ _SCHE''��4TIC ELECT ICAL PLAN KEYN OTES LnOw 14 w a ,,, REVISION E f71T10N 1. TOILET ROOM EXHAUST FANS TO BE SWITCHED WITH LIGII CLOSING DATE (50 CFM MIN) z FXTSTING TILT WALL. 2. PGE CT CAN WITH METERS ON EXTERIOR PROVIDE TRUCK -- -'`" FURRING rv' 'ONCRETE WALL SEE DETAIL 8/A8.1 GUARDS FOR METERS GENERAL" N%J 1 3. 100 AMP 277/480 VOLT SERVICE TRANSFORMER ABOVE th : '-��- -" 32 CIRCIT 120/208 & 30 KVA TRANSFORMERS - -- INTERI0R SEE DETAIL 5/A8.1 A. ALL PLUMBING, MECHANICAL & El_ECTRICAL BY SEPERATE 4. EXIT SIGN WITH AN INTERNALLY ILLUMINATED INTERNATI(`''I ---�--+---+------ --- PERMIT. SYMAOL OF ACCESS. PROVIDE SECONDARY POWER TO OSI 2HR WALT_ f)ET 7/ .1 A8LAMP IN EACH EXIT SIGN. B. OFFICES TO BE PROVIDED WITH GAS/F'LECTRIC 5. PROVIDE DROP-IN FLUORESCENT FIXTURES ® SUSPENDED HVAC WITH DESIGN BY CONTRACTOR. PROVIDE 1 GAS CEILING 'r0 PROVIDE MIN 50 FOOTCANDLES, FIX !URES T; — -.-' -- - TENANT n1 ' ING WALL SEE DETAIL 9/A8.1 UNIT' HFATER PER BAY 0 WAREHOUSE AREAS. MATCH BUILDING STANDARD. `r 6. SOFFIT LIGHTS TO MATCH EXIST BLDG STANDARD DATE: 3/21/97 TOILET RO(�, WALL SEE DETAIL 61A8.1 PROVIDE OVIDE STANDARD n_UOItESCENT WAREHC,JSE LIGHTING. DRAWN BY: REO i CHECKED BY: DPW OFFICE/WAI- IOUSE WALL SEE DETAIL 1/A8.2 SFT---_--- A2w2 OF C Ih/4111% /� A%I NI 1 /� 29• Oma+ • E31D VET 4/�V/�� r=._ — .,.-� 11 h o REVISED PERMIT SET 4/28/97 r,nc�,,rpnnp� u.�In,. �� ,���,�, .�� hc�c,,,l la LEGIBILITY STRIP O 1 2 3 5 7 .. I 4111111 1111111111111111111111111�111111111�111111111�111111111�111111111�111111111�111111111�� Omm.i cm 'li lllllllllllllll !i, IIIIIIIIIIIII llllllllllllllllllllllllll I IO I 12 1 1 1 I I I'I!IIIIIIIIIII IIIIIIIII IIIIIIIII'llllllill IIIIII111 (IIIIIIIII 9 9 ® I® 17 18 10 20 21 22 23 24 25 29 27 28 29 �� •' Z I I I OI HONI 24100 25X 4 I ' -Appo""P.. 01MM00440i"m WW"ARL1100"Romi _.1.ua,�.r1.��.t.�.1�1,�,hlt�l.L�J.�li.l.rJ,�ll.lt��.11.li l,i I i I�ll.lal.l..l�.lrlil_�1.�!it�l 111 Ll�i.la r.lLl.11.r i l l i.lLl.I�r Li 1.11 Ll�l A l i Llli�tI l LI I i I,r.l LI�.1�_ll ��i.l i l�.l�l i l Il l I I IIJ��I lI I I I LI 111111/1 l LI LI L LLL�I�l.h,la�i,lll�a.11ll,;.�'1)11 r Ll l I i ,I I I I 111.11 1 1 1 1 1 1 I�°z f w- .a.K.; y�..M.a,ar�» ,. ,.::- � - .. ..._ ;-_."-.:'._. -. - � - � - -_ .. ,.,, �.w�w.+wrt+..w....'.W.«.�..�....,...w. w..•.^...�•^�p"r..v«n.N+r. .. � w...'�Ij v 4q" 4 ILM u) 064 04 r-ry 10 9 8 7 6 5 4. <3> 2 1 0 A!:I A OF WGRK 0 � X U.g c, ` _ - --- _ - - -- , - -'- 14 - 71KEYNOTES - R( _ 1. NEW 9' X 10' DRIVE—IN DOOR Q 2. NEW T.S. COLUMN ' 3. NEW ALUMINUM WINDOW SYSTEM C '0 F, 7 2 13 4. NEW RECESSED STOREFRONT SEE DET 1/A4,1 4) J- 5. EXISTING PAINTED CONCRETE PANEL_ _ 0' E. NEW 9' X10' DOCK DOOR t*� N NORTH ELEVATION 7. CLEAN AND REPAIR EXISTINC (2) DOCK. BUMPERS PER DOOR TYP � � C) F1. EXISTING DOOR ARMOR L.I CL 1116"=V-0" --� - 9. CLEAN AND REPAIR EXISTING 6"0 DONINSF7UT � - � C Q10 10. NEW FLASHING 9 11. CLEAN AND REPAIR EXISTING SCUPPER (D 0►- 1 2 34 5 f 7 8 9 1 G 12. ►:FW CHAIR RAIL 13. 3 h 7 1 HOUR UL FIRE RATED DOGE, Project I I AREA 017 WO(?1{: 14. METAL_ STAIR SEE DETAILS 8/A8.2, 9/A8.2 & 10/A8.2 BUILDING 16 OREGON I I I I I I I 1 j 10 11 I BUSINESS -. I A4.1 , GEN RAL DOTES ���K A. FOR CONCRETE-PANEL CLEAN—UP &~! FF'AI!7 Tigard, Oregon SEE :;TRU S2 i F STRUCTURAL .1 ' -I B. PAINT TO MATCH EXISTING �� u� Client PACTRUST 12 , ?J <3 ,J SOUTH ELEVATION Sheet lltle ?nn A ELEVATIONS I 1040) 4p cr I I I - - - - - LL oo DfNNIS R. W ODS -- - PORTLAN , OREGO !h OF EAST ELEVATION 13 14 �-1 GROUP MACKFN7.IF: 1997 (�.`I ALI_ RIGHTS RESERVED THESE DRAWING; ARC 111E PROPERTY OF 1/16"=1'—O GROUP MALKIN71F. AND ARF NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION B c Z IY. {n ch y) ; N REVISION EDITION 5=7o 5,A CLOSING DATE rez za zCL z 1 �.-...__...._.___ ____-__._ ....._.....____._.__.........._. _ _.._ DATE: 3/2.1/97 DRAWN BY: BEP CHECKED BY: DRW WEST ELEVATION ............... A3w11 of JOB NO. IhlJM SN 11 AVt:NL&, 297057 H 1111-16 It K, .,,r Id BID SST 4/ 0/97 r----- — —, REVISED PERMIT SET 4/1026/97 mm"' " u"m r1 °'n,^' "A 1,2uo CRI, li'II 111' hllll�lll. 1111111 l l i�"�iii; llihlillllllllillllllll' I�Illljl�l ILII I II I!jl 1111 ILII I !' IILII II II llll'IIIIII III I IIIIIIIJill1111111111111111�11111 j ll I 1 "11 LFGi9ILiTY SfRTF (m"I cm I 0 mm 8 10 III 12 113 Ila 16 17 18 19 20 21 22 23 24 23 28 27 28 29 30 � 01 I I I b ( HpNI 9 10 I'I,I,I•I•I, 0z 25X n' µ�. ._ .. -.S!!�•Y .Y ^RT•Y�X�1..•at'.. Vr:.—.wr ..+ti.. ..u... .. _..._ ,r�sc+'�Xrr,{r.'r__.,x ., .. *�Ta'•MhrMr"`.w+ rM, Hr�+r.rw:... ,.MS+.rv..n,?.a:�.w,�.w,�-.w».....-......«^rhr.�»,.-.�--..,.-. .-_r _. ,. -. ..,..m-,__.-.. .»......... ....:.. .._ .._ _ ....� - _ _ _...,..._ _.. ^..-... _ _.-rz .......--.,.-., ...-.. .. r ». .,_., ... . ... .. .,. .. ....._.:,.�- ... .. .,. ,. .. �-.w..w......, .. ..�„. .«. f'.......,.w.._w,i.,...w;n...Me.a,.u.. c�w��n.' v.. ...pry.. r 9i PI d i0 „1 I I 'i I I I I 1 �co A KEYNOTES $1 1. NEW 6" 14 GA TRACK W/ jt�"Ib A8 O 4'-0" OC � a a1 N 2. NFA"r 3�" 25 GA STUDS ® 24' OC (DBL ® EDGE OF STOREFRONT) 10 3. NEW 5/8" EXTERIOR GYP SHEATHING 40 0 0 4. NEW BRONZE ANODIZED ALUMINUM STOREFRONT OR WOOD FRAME to 0 9 B 110 11 12 5. 2 X 8 CHAIR RAIL ® G: ) 6. NEW DBL 6" 14 GA TRACK HEADER, COPE_ AND EXTEND WEBS AT ENDS C 9 8 10 11 12. 22 ATTACH TO VERTICAL STUDS W/(4) #10 TEK SCREWS TYP. 0 tb C Q 6 � 7. VIEW PT 2 X 12 FASCIA � 22 _T/PLATE_.--- Y -I 1--1-1 _I`_/ .f )(l�/ / `JlI ` 8. NF4Y 4" FIBER CANT SCRIP 9 8 10 11 12 T/PLATE --- -- 7 ?C�VV:�(1(.�(_�1 )Vf C JI�(�V 9. NEW FLASHING i ! l 1 1 j )� 10. NEW' BU ROOFING 22 7JV,� tJ I 1-. 8 (�(Sl� 11. NEw PLYWOOD SHEATHING SEE S2.2 � 7 � T/PLATE _ T _ _ ,-_ _ _____. _ , ' 12. NEW R-19 BATT INSULATION a r GLU-LAM BEAM SEE S2.2 I 13. NEW .- 14. NEW PURLIN SEE S2.2 0 Q 15. EXISTING DOOR ARMOR 1! 16. EXIS?ING SLAB SFE S2.1 } 17, EXi STIN , FOOTING 21 14 18. EXISTING THICKENED PANEL LEG BEYOND CL Ul �' p 19. NEW 9' X 10' OHn �' �• � � -- --- - ----- -------- 2.0. EXISTING CONCRETE TILT-WALL (4 21. NEW SUBPURLIN SEE S2.2 22. NEW 4X PT TOP PLATE 13 f t5 23. NEW ,1.1.,FENDED ACOUSTICAL CEILING 0 9'-Om AFF > e� • ! i' 24. NEW R-19 BATT INSULATION O u co i 25. NE0V 6" 14 GA TRACK 13 k ' 26. NEW 6" 20 CA MTL STUDS 9 24" OC i'rojQct 27. 5/_° GYP Bn BUILDING 16 16 18 OREGON I+ BUSINESS 20 20 ---�, C20 ---.. -P,OOF STRUCTURE PARK - STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER Tigard, Oregon ` 1 ADDITIONAL HA14GERS AT ALI- MEMBERS WITHIN 8" I 24 OF PERIMETER 1, 2 26 Client_-�-- 1 _- PACTRUST -COUNTERSLOPF HANGERS IF MORE THAN 1:6 OUT OF Pl_UMB 25 (�)� it c110 -- - -- - -_ _ � i ,, i t 3 /i 23) I 2'� y � •� 5heei Title � WALL -------4p_0m- -- ----- ` SECTIONS 8,.I CROSS RUNNERS FIT BETWEEN MAIN RUNNERS I MAX ff AIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC --LATERAL BRACING WAPPROVED � o f i a i of VERTICAL. STRUT A 2'-0" OC EA � S i_ 04 ! WAY MAIN RUNNER TO STRUCTURE. C`l ��f BEGIN BRACING WITHIN W-0 OF PFRIMETER AND 2" FROM CROSS J12MI MEMBER. U.E4 12 WIRES SPLAYED Q r Of NNIS j 10 I ` 0' FP.OM EA OTHER 45' MAX ANGLE + j t ROM PLANE OF CEILING. Tf PORTDN4 (1RCG N 1 SECURE A.1 I HANGERS 1'0 BLDG. STRUCTURE. TRAPEZE DUCT WORK OF j AND OTHER LARGE OBSTRUCTIONS. - SUSPr= DED CEILING BRACING GROUP MACKEN2IE 1997 QI I A�,1 raQT)� ;_ N.T.S. Q C`' ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF _ 1JrGROUP MACKr,-,w AND ARE NOT TO BE j 1. ALL CONNECTION DEVICES 't0 BE OF AN USED OR REPT ODUCEO IN ANY MANNER, 1 j APPROVED TYPE AND HAVE 100# CAPABILITY WITHOUT PRIOR WRITTEN PEPMISSION N 16 j 16 16 2. POSITIVELY ATTACH ALL LIGHTING FIXTURES WEIGHING e�+ons: LESS THAN 56# TO SUSPENDED CEILING SYSTEM =& 12 �W SLOPE i 3. ATTACH #12 WIRES TO GRID MEMBERS WITHIN 3" OF REVISION EDITION FTN �• _. . . _._._ .__ _ FIN. FLR.-'* -'�"' FIN. FLR. CORNERS 01 EACH FIXTURE Y0 Y CLOSING DATE rvz 4. 2) u1 ES FROM EACH FIXTURE ` CONNECT ( 2 SLACK WIRES 7 Tq THE S RbeTURE ABOVE -' {{'' 1tr*.• : + 5. ANCHOR SUSPENDED CEILING SYSTEM TO RESIST �._ JE , , L _ �, ► LATERAL SEISMIC FORCES --+- -• ____ -._ 17 R j I ' L J k DATE: 3/21/97 DRAWN BY: BCD " CHECKED BY: DRW 17 HEET A4ml 1iVAl..L SECTION w ... � L � o f n ?_ �vA�� SEC Io�I _ WALL SECTIcIv It,,ASs%% 7. A%1 .1 I 4.1 Q S1'OPEFRONT 3i a'- 1'-0" Q A4.i 3/4"--1' o" A4.1 3/4"-1'-0" r. 13 Ih 3 313ID SET 4/30/97 --•- 7 05 ---, of 14 REVISED PERMIT SET 4/28/dal LEGIBILITY STRIP Ocm I 2 3 4 5 8 7 8 9 10 if 12 13 14 is 17 6 g 20 21 22 23 24 25 26 27 2e 29 3C Z I 1 I QI Z HAW 6410e. 7, I I I ."1. I c4. 4• i t "d ••410 '•Y i:. .1 N i C c r al - 25 GA. METAL STUDS t a AT 24' O.C. WITH 5/8" GYP. � � � b ----" I BD. EACH SIDE 0 6 X _ _ 0 -2.-TUBE FLUORESCENT LIGHT '"' U. A8.1 4' d t g 2 9 6 5 9 4 6 < c j g a LENS c) SQUARE PARA-CUBE In r0 IRROR FULL LENGTH OF COUNTER _ t J • l r -- - --�;� _=77= r`ti ---4" BACKSPLASH & SIDE � K: 11 -� A.'1C !_AMINATE COUN TER ( i f ' r . is 3/4" PARTICLE BOARD BASE '� N AT TOP ac EDGE tb. �_4:5) �. 0 (/ �•1 / 1'-`A �0) --a r 2 x 4 AROUND PERIMETER AT ® lu -- _� � ;Ol ,� • -.. ._ - � I E� _ _ ____. _ � _ -- =�-____ � - FLAT BAR SUPPORT )� ,� V' ' 12'•-11" ® !'1 - -_ I �_ _ _ _ �; �f `,�' I 1 —1/4" x 2" FLAT BAR d UNSUPORTED END ugCL h W/ (3) 1/4 ' x 1 �1/?.- LAG SCREWS110L 0 TO 2 x 4 AND (1/ 112** MACHINE e 7-0 ;� BOLTS THRU STUD. (DOUBLE UP > d - --2 0 - STUD O WALL) F" O T_OILF:T ROOM 101 TOILET f?oOQM 111 -INSULATE HOT AND WASTE -�• PIPING W/ ZIP ON 1300T Frnject ' BUILDING 16 I �EVAT ON A ,ELEVATION E3L NATION C OREGON 3 TOILE=T R�:. M SOFFIT w BUSINESS _ A61 _ 3/4"-1'-O" PARK ENLARGED TOIL'" ROOM PLANSri" TOILET ROOM ELENA► 110MIS � A81 1/4"=1'-0" AS,� TYP 1/'"=1'-t)" ----R-19 BATT INSULATION Tigard, Oregon SUSPENDED CEILING Client PACTRUST 1 KEYNOTES I 11 1. HANDICAP TOILET, BRIGGS #4740 TUR130 F1_USH HANDICAPPED / AND MATCHING OLSONITE SEAT 2. MIRROR,, Y" PLATE GLASS MIRROR W/POLISHED EDGES —3 1/2" 25 GA. IC MTL STUDS I 3, _3 MASTIC TO WALL AND PROVIDE J-METAI_ AT F30TTOM -�- �'- AH.1 011Tl_ETS 3, LAVATORY,Y, AMERICAN STANDARD OVAL HORIZON W/RELIANT - AT 2'-0" O.C. WITH 5/8" GYP. BD. EA. SIDE _ I r f I - I SWITC a � RICK #8-3474 OR APPROVED gee 1 e - _ _ Fr�afi5 148 CHROME FAUCET 1N PLASTIC ( AMINATE COUNTER HE: '' Sheet T'tl ' _-_ -- '- OILE:T TISSUE DISPENSER, B013 & ENVIRONMENTAL 5• WAINSCOT, PLASTIC LAMINATE_ o DETAILS CONTROLS " " ,I j t o ;� d 6. HANDICAP GRAB BADS, 42 0 SIDES, 36 ® REAR BOBRICK r I t I f #R-6806 SATIN CHROME FINISH 7. PAPER TOWEL DISPENSER/DISPOSAL, BOf3RICK #B-3944 YPICAL DISABLED ACCESS STALL DISABLED SEMI C• SED TYP. COUNTERTOP SWITCHES AND OUTLETS OR APPROVED&STE- AT COVET' pISPFTISE R/ i OW. UI�PENSE:F/� �- F. SOAP DISPENSER, AOIF1CFt #B-8662 W/F?!TCNSION AS REQUIRED r. 9. SOFFIT SEE DETAIL 31A8.1 t. TISSUE DISPENSER WASTE RECEPTACLE: ' '' 10. PROVIDE A PRIVACY LOCK At "OCCUPIED" INDICATOR r-4 TCIL.ET ROOM ACCESSORIES AND FIX-I.-TURES.'�✓REd"1 11. UNISEX ACCESSIBLE SIGNAGE PER UPC 1109.15.2 ! 12. 30"x48" CLEAR FLOOR SPACE --f30TTOM TRACK TO RID A8.1 MOUNTING HEIGHTS, DIMENSIONS - TYPICAL AT ALL INTERIOR ELEVATIONS FLOOR WITH POWDER DRIVEN � ANCHORS AT 2.'-0" O.C. NNIS. R. WOODS ��,�� ' 5 T 'PICAL. INTERIOR WALL 9 1 ® A81 3/4'-1'-0" ' OF 7 F- - 5 t3" PLYWOOD O ITW HEATER -F2-19 BATT INSULATION GROUP MACKENZIE 1997 �� ALL RIGHTS RESERVEL _ -- THESE DRAWINGS ARE THE PROPERTY Of R-19 BATT INSUL. TYP. GROUP NACKE.NZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNEP, r_ ( w WITHOUT PRIOR WRITTEN PERMISSION AV—. t ? x,114 k �i LL )• 1�, XISTING ROOF STRUCTURE 'r _ - LAM-LAM BEAM, evislons: �r WRAP W/(1) r W/ R-19 GATT SUSPENDED CEILING -- - LAYER OF 5/8" TYPE 'X' �1 { SUSPENDED CEILING REVISION EDITION _�.- GYP BD �� �� CLOSING DATE " METAL STUDS az' __a zo- 5/8" GYP. BD. - — -WRAP SUBPURLINS WITHIN O 2'-0" O.C. W/ 5'-0" MIN 5'-0" OF GLU-LAM BEAM ✓ R-19 BATT INSULATION (2) SIMPSON U26 HANGERS _-_ _-._T_.__._ W/(2•) LAYERS OF 5/8 NAIL. TO TOE' - 8" ?_0 GA. IC MTL - __�' _. _ TYPE_ 'X' GYP BD _ STUDS AT 2'-0" O.C. (2) LAYERS 5/8" TYPE v - BASER TO FIN.-� --2 x 6 AT 4'-2_" O.C. 3 1/2 2� GA. IC METAL ST1J ; X GYP. BD. EA. SIDR_ --PURLINS, �` _ �- r • R WRAP W/(2) 1_AYERS FLOOR WITH 1/2" AT 2'-0" O.C. WITH 5/8" - - 5/8- TYPE X GYP BD TYP 5/8" Gam, RD. EXPANSION ANCHORS I;LU-l_AF� BEAM, (wRA BETWEEN GRIDS , h #s — O 48" Q.C. _ GYP. Bo. En. SIDE -- -- .--_— _--__._. 1 n GLU-LAM BEAMS A -. 4 (W.R. GYP. BD. AT TOILET RCi .s SIDE) GRIDS #6 do #8 W/(1) - 5/8" PLYWOOD _.._a _, __-----� ._---- m LAYER 5/8" TYPE 'X' ---AOTTOM TRACK TO FINISH RESILIANT �;jjQ[( c- 3 1/2" SOUND ATTENUATIo, 'A•TTS O GYP BD) -DO NOT ATTACH OVERLAPPED I Fl_OOR W/ POWDER �'JANNEL O`�� DATE: 3/21/97 TOILET RM OUTER WALLS GYP. BD. TO %`OOD ;;IUD -- DRIVEN ANCHORS O 24 UC VERT. L (2) LAYERS 5/8" TYPE-____10, YPE �. BRACING OR WE`LL 2'-0" O.C. W/ 5/8" GYP BD DRAWN BY: BEB BOTTOM TRACK TO FIN. 'X' GYP. BD. EA. SIDE - `�_ ---EXIST 2x6 WOOD STUDS O N R-11 BATT INSULATION O CHECKED BY: DRW FLOOR WITH POWDER DRIVE, 16" O.C. - REPLACE AS NEEDED EXISTING SLAB OFFICE WAUS --1 1/2" BLOCKING R-11 BATT INSULAT70 ANCHORS AT 2'-0" O.C. O OFFICES �- i ----EXIST BASE Q ------EXISTING CONCRETE PANEL 2x6AT4'-2" O.C. - FIN. FLOOR REMOVE Fx(15T 4Yr, op. --- _ _ BOTTOM Q BELOW s -- AND R E PL ALIT• 1,1/ N fr W ----EXISTfNG FOOTING PAN TOILET RO.?OM WALL � 7 FUL.I9� HEIGHT 2 HR. WALL � rs7�FURRING � EXTERIOR WALLS . . . � s TEf`�k�.!TSEPARATION R � OB NO. - �� SEPARAT'IO A8.1 _;� o- o �1A1 3/4"=1.-0" A8.1 _______ 3/4 -1 -n A8." 1 A,I til l ,...� 0 �-- � 2970. 7 + Cl•IG �,ytit 14 E31D ,SET 4/34/• 7 r=-�-,�__._fes:.-•----, REVISED PERMIT' SE'f 4/x'3/97 cm LEGIBILITY STRIP 10 m 4 2 3 a 5 6 7 F3 9 10 11 12 13 14 9 17 le 19 2'0 21 22 23 24 25 26 2` 28 29 30 01 .J 19 NDW a 106 I' O e v"fir' - "9111- 11110 .. • "°`•••'•' �6R1'lY....K`XLIIY"►!IR'.v'hMA%TM^4•bI.+YMAYb "�mrYw.i+. - - .. • rv•rTIiWI�J k ry1 e. wN ti-/ ti. h i r. V to -A:�E 3F PA,4Ei/GRPD E, 7 &-:77OZIN GRIDS 9 & 10 G c c cepa T^ = _-+MPFQ M vI. rye^ ' r �' _ ,�• — E, / %Cx 5' rfn' o dq TE7C Mr!` '� �-i # x < w.�►r Y � rw�/�/(2) ' .c• � P 0 -!�^ �� o S"-:?K� V .S. ��l pt_A:wE r JeWJ 1 .L:i ,.� :�r r_A�{- �r a �---- _--3- --- �, PAs.,_„ SST_ E'.. ' PM�E�, X it-________ _ ;�-- - - � •\ ► � ��� t ' ►s t � � G'%'P - - — - - -- - -._/ c Cr Lu f2' 10 Q - ' k' :�•5 �i_ i.►d �. t, r_ - - eke (� P -»r - BUIL�ii'll rV ►,� OREGON -i - � . -- t`$•� -i• z PARK 1 , WAREHOUSE/OFFICE WALL s CON? : � �. ����' CA 'N SLAB PANP-L _--_-- — :'__tj''._ro Tigard, Oregon --- -A8.2 5 - _' PAC�;.QST - r t DETAILS OD SEA-t-AN �, L. 6,.1-1�► ,EENTRY! Y i �...R' 1 �e h fU`, V`-./ .!,�.A I ( FURRING— --- --– i 1! !W `�✓ "' JAMB f OF - 'ET PA41_ 1 - -- = rv��- - 3 3 x _ i W/ G ,t= w�wM.:: + �F w = , .�T7 •74'•: �'`�JL( ', - � ! fes•—•—, =_ _ :.:...�. •a''r�` ' L..\_ " - - `•t s - _ - ' = @ - —t i �!i f -- -= G.g1�.1t i; Q Q C N C4 N a � a. Q GENERAL MOTES � � 0 �N 4w 0 ID U. DESIGN fX21TERlA �°' ♦�°' FOUNDATION SITF CAST TiLT-UP CONCRETE WALL PANEL STRUCTURAL WOOD `� C 1. COVERNiNG BUILDING COIF: 199)4 UNIFORM BUlll)ING CODE., WITH I. TIME FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN 1. UNLESS NOTED OTHERWISE, PANELS SHOWN ON DRAWINOS ARE TO BE. 1. THE QUALIT OF ALL Wgpp MEMBERS AND THEIR FASTENINGS SHALL AMF.N[NNEN'FS. ALLOWABLE SOIL-BEARiNCZ PRPNORE OF 2000 PSI; @A51-D ON PRECAST ON SITE, TILT-UP CONCRETF•. WALI PANELS. CONFORM TO CHAPTER 23 OF THE 1994 UBC. THE ORIGINAL_ DESIGN AND CONSTRUCTION. 2. GRAVITY . LOADS: 2. SFE GENERAL NOTES SECTIONS: "CONCRETE" AND 'STRUCTURAL .STEEL" FOR 2, AI_L FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING (A ROOF ' ' ' 2� P!F 2. BACKFILL POUR STRIP W/ 3/4" MiNUS CRUSHED ROCK. COMPACT CONCRETE, REINFORCEMENT BARS, AND EMBEDDED PLATE SPECIFICATICAS. SPECiFIE.D TABLES, UNLESS NOTED OTHFRWiSE: C (SNOW BUILD-IIP IN ACCOROANCf.WiTH 1994 UBC APPENDIX CH 16) TO 95% MAXIMUM PRY DENSITY MF•ASURFO BY MODIF'IE0 PROCTOR TEST FRAMING MEMBERS: DOUGLAS FIR-LARCH (NORTH) PORTION OF b, �1 3. !'J i^'MINE 3. THE CENTFRL iNE OF SiNGLE MAT STFFI_ SHALL. COINCIDE WiTH THE TABLE_ 23-1-A (UBC) 3. ALL ABANDONED FOOTINCIS, UTILITIES, FTC., THAT INTERFERE WITH NEW CENTERLINE OF THE STRUCTURAL THICKNESS OF THC PANEL. PANELS WiTH PLYWOOD: TABLE 23-1-B (l1BC) L. DE .A CL .� CONSTRUCTION SHALL REMOVED. TWO IAYERS OF MAT STEEL b4AU. HAVE A MAT 1-1/2" CHAR ON THE I �; SEISMIC 7(NJE . . . . . . . . . . . . . . . . . . . . OUTSIDE FACS' AND 3/4" CL.EAr. ON THE INSIDE FACE. SEE PANEL. 1 AU_ STRUCTURAL. PLYWOOD SHFATHiNC SHALL BE FABRICATED WITH PUILD[ O T FACTOR( 1 . . Tr EARL . 7H , , , LL) . . . . .1.6 4. SITE PREPARATION ANO OVIREY,CA VAT'ION FCOMPACTICNN OF SOILS SHALT. ELEVATIONS FOR ADDITIONAL REINFORCEMENT RECIUiRL'MENTS. Q1JF S � S -9 fflgll)(NG TYPE" kw (CONCRE'TF BEARING ^HFARWAII) . . . . . . B �'' EXTERIOR GL 1F CCNNFOhMING TO U.... PRODUCT.. STANDARD P...-1 FGF? BF. PERFIRMFO IN ACCUMANCF I GEOTECHNICAI RECOMMENDATIONS CONSTRUCTION AND INDUSTRIAL PLYWOOD. �,�� 0, IF SUCH WORK RF.'QL1IRt D• 4. PROVIDE 2-Id5 CONTINUOUS AT THE TOP, BOTTOM AND SIDES OF EACH cd 4. WiND PANEL AND AT THE HEAD, JAMBS AND SILL. or EACH OPENING AND VACi4 4. ALL FRAMiNC MFMBERS AND PLYWOOD SHALT_ @F GRADE MARKED. � � �y �`4 BASK WiND SPEED . . . . . . . . . . . . . . . . . . . . . . . . . Ii0 MPH 5. CONTRACTOR SHAD. PROVIDE FOR DESIGN AND INSTALIATION OF ALL Fu roRE KNOCK-OUT OPENING IN THE PANEL w m ® N CRIBBING, SHEATHING, AND SHOR[NC REQUIRED TO SAFfI Y RETAIN THE 5. FRAMING IdFM8ER5 SHALL CONFORM 70 THE FOLLOWING GRADES: EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B EARTH BANKS• 5. THE GrNFRAI_ CONTRACTOR SHALL REVIEW AND VERIFY ALL. PANEL S7lJDS: DF-L, STUD (X BETTER ` �� � Q IMPORTANCE FACTOR I . . . . . 1.0 DIMENSIONS, OPENING`:, SCAM AND JOIST POCKET LOCATIONS, WELD PLATE PANELi7CD ROOF SUBPURLiNS: DF-L, NO. 2 OR BETTER :j C Q LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL_ PLATE": DF-L, NO. 2 OR BETTER > k. UJ 0 ..a . G[Nt�R PRIOR 10 CASTING PANELS. -0-8 u CONCRETE 6. I"XPOSED FD(tES OF PANF1_S SHALL BE CHAMFERED, EXCEPT AT THE INSIDE -` 'A O� � ' 6. 1994 UBC TAME 23-1.-0, NAILING SCHFDULF__, SHALL GOVERN UNLESS MORE vI RESTRICTlVC NAILING IS INDICATED ON THE PLANS OR DETAILS. FACE OF OVi:itHEAD DOORS, Project -- FR�I` I. CONCRETE MiXES SHAD. BE DESIGNED BY A QUA!DIED TESTING LAPORATORY AND REVIEWED BY THE ENGINEER. MINIMUM COARSE 7. SiLJ. PLATFE, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHAD. 1. NOTES AND DETAILS ON Ti4C DRAWINGS SHAD. TAKE. 7. SEE ARCHITFCTURAI. DRAWINGS FOR PANEL FINISHES, RFVEAts, CHAMFERS, BE PRESSURr rFrr..ATPD. BUILDING 16 PRECEDENCE OVER THE COIERAL. STRUCTURAL NOTES AND TYPICAL DCTAI:". AGGREGATE SI7E IS 1/2 INCH. MIY. DESIGNS SHAIJ. FIC SFAIEO 13Y A CIVIL rT(. ENGINEER LICENSED IN THE STATE OF THE PROJEC'r. cl)BmIT MIX B. BOLT' HOLES IN wLx1D SHALL BE 1/32" 7O 1 OREGON DESIGN FOR ARCHITECT rkNGINEF-R TO RCVIEW. /16" LARGER THAN THE BOLT, 8. THE PANELS HAVE BEEN DESiGNED FOR THE IN-SERVICE CONDITIONS ONLY. DEPENDING ON BOLT SIZE BUSINESS 2. THE CON SHALL vNOTUIrY u. DIMENSIONS EP GRE CONaTRUCT(C`l. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL LIFTING PARK THE ARC! ENCI7 SHALL BE N071t7E:Ci OF ANY DiSCREPA NC1E5 (Nt 2. AGGREGATE FOR NORMAL WrIGHT CONCRETE SHAD. CONFORM TO ASTM C.13. DESIGN AND METHOD. 9. BOLT HOLES �NALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x DIA. INCONSiSTCNCIES, PORTLAND CEMENT SHALL BE TYPE I OR TYPE 11 AND SHAD_ CONFORM TU J. DI NOT SCALE tMAwtNG$ CLorDINA7T DIMENSIONS WiTH ARCHITECTURAL ASTM C150.. Ft.YASH SHN1. NOT BE USED. 9. I.IFT.tNC INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL 131: FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE,PATCHEDTigard, Oregon DRAWINGS. 3. ADMIXTURES MAY DC USED WITH PRIOR APPROVAL CX' THE ENGINEER. AND FINISHED TO MEET THE ARCHITECT'S APPROVAI_ 10. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPUTTING. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS Or THE IINIF()tM ADMIXTURES !/SED FO INCREASE THE W'ORKADIUTY OF THF: CONCRETE 10. TEMPORARY [TRACING OF PANELS SHAD_ NOT BE RrMOVETI UNTiL AFTER 11. EACH CI_U-I AMINATED MFWBER SHALL BE STAMPED WITH AN IDENTIFYING BUILDING CODE AS AMENDED AND ADOPTED BY THE SrATr OF OpFC;ON SHAD. NOT BE CCINSiDFRED TO RFDIiW- THF 5PL'ClnED MINIMUM CEMENT THV SLAB LFAVF OUT HAS BFFN POURFD AND THE ROOF DIAPHRAGM Client NUMBER ANC SHALL BF,MEMBERS THE A CERTIFICATE UI INSPECTION PACTRUST 1998 EDITION ()F THE fiTRUCTURAL SPECIALTY CODE CONTEN I. CALCIUM CLII.C>f21DE SHALL NOT BE USED. CONSTRUCTION HAS BEEN COMP!F.TED. CERTIFYING THAT THE MEME]ERS MEET THF 1994 UBC REQUIREMENTS. SUCH 5. SEF: ARCNiTECTURA: DP,AWlNG5 FOR THE F01.1.0W7NG: 4. COMPRESSIVE STRENGTHS Or CONCRETE AT 28 DAYS SHAH BE AS FOLLOW;: 11, SUBMIT SHOPDRAWINGS FOR A?GHlTFCT/ENG[NEF_R TO REVlCYV. CERTIFICATE`.: MUST BE MiAOF BY AN APPROVED AGENCY OF THE A.P.A. SIAQ ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 PSI 12. GLU-L AMINATFC MEMBERS b. SIZE AND LOCATION OF ALL 1NTGR10!? AND EXTERIOR SHALL BE A COMBINATION OF 24F-V4 (D.F.- . SIZE AND LOCATION OF ALL INFERNOS, EXCEPT AS NOTED.OR NON-[?E'ARtNG TILT-UP WAILS . . P,IA1. GRADE, AND EXTERIOR GLUE, UNLESS NOTED b PARTiTIONS OTHEPvV1.cZ ON PLAN. CANTILEVER MEMBERS SHALL BE 24F-VB. C. Si7.E AND LOCATION (K ALL CONCRETE CURBS, FLOOR DRAINS; SLOPES, 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO STRUCTURAL STFEL DFPRC :;FD AREAS, CHANGES IN LEVET, CHAMFERS, GROOVE;, INS17PTS, AC! 304R-&5 AND PROJECT SPECIFICATIONS. AL1. CONCRETE SURFACES 13. MAXIMUM 12.""MOISTURE CONTENT IN WOOD AT TIME OF INSULATION ETC. AGAINST WHiCH CONCRETE IS TO BE PLACED SHALL. DF THOROUrALY 1. STRUCTURAL STEEL PIPI: SHALL CONFORM TO ASTM A53, TYPE E OR s, INSTALLATIO, d. SIZE AND I.00AT1(NJ OF AU. FLOOR AND ROOF OPENING~ EXCEPT AS CL_EM1ED. L.AI7ANC1" AND STANDING WATT:R SHALL_ @F REMOVED. GRADE B OR ASTM 13501. MILL lESi RFPIRTS FOR STEEL PIPE SHALL BE i SHOWN. e. FLOOR AND ROOF FINISHES. / 6. All. REINFORCING BARS, ANCHOR @01_TS, AND OTHER CONCRETE INSERTS SUBMITTED FOR APPROVAL FIAIl PC WE7l 57'CURF:D IN POSITION PRiIXt TO PLACING CCNJCF!ETG 2, ANCHOR HILTS SHAH CONFORM TO ASTM 13307, UNLESS NOTED OTHERWISE. SPECIAL INSPECTION Sheet Title f. STAIR FRAMING AND WN ONS, EXCEPT AS RAKITI. PROVIDE STANDARD [JAR 04AIPS AND SPACERS AS RECiIJiRrD TO MAINTAIN Q. DIMF�JSIONS NOT SHOWN ON STRUCTURAL DRAMQN6:�• CONCRETE NROTECTI(Nv F.PECIFZEO. GENERAL. NOTES 3. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM IN ACCORDANCE WITH UBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REWIRE B. SEE MECHANICAL, PLUMBiNC, AND ELECTRICAL DRAWINGS FOL' THE TO THE AISC "SNE:CIf7CATION FOR STRUCTURAL STEEL BUILDINGS - SPECIAL INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL FOLLOW?NG: 7. CONCRETE COVER PROTECTION FOR REINFORCEMFNT BARS SHALL BE AS ALLOWABLE_ STRESS DESIGN AND PLASTIC DESIGN," 19139 EDITION, WITH R1701A RkMENTS FOR INSPECTION AND TESTING. a. PIP[ RUNS, SLEEVES, HANGER..-, TRMCHES, WALL AND SLAB OPENING-11 FOLLOWS: (.SEF' A.G.I. 318-09 SECTION 7.7 FOR CONDITIONS NOT NOTED.) AMENDMENT, AND THE AISC "CODE OF STANDARD PRACTICE_ FOR STEEL_ ETC., EXCEPT As StIOM OR NOTED. , o. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . .3" BUILDINGS AND BRIDGES," 1986 EDITION WITH AMENDMENTS. b. CONCRETE EXPOSED TO EARTH OR WEATHER ITEM F.�R CJ.APTrR 17 DESCRIPTION b. ELECTRICAL. C(k1D1117 RUNS, BOXES,, OUTLETS IN WAIJ_S ANLL SI_ARS. BARS � AND lA1tGER . 2" _ r.. CONCRETE INSERTS F(1R FIXTURES. 4. WELDING SHAM CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD 1,-CONpZFIE yy� -S7RU^TURA! CONCRETE d. SIZE AND LOCATION OF MACHINE (X2 EOUfPMLT/7 DASFS, ANCHOR BARS �5 AND SM(AU_ER. . . . . . . . . . . . . . . . . . . . . . 1 1 '" D1.1 LATEST E01770N. ELECTRODES FOR SHOP AND FIE[D WELDS SHALL /.. BOLTS FOR MOTU? MOUNTS. C. CONCRETE NOT EXPOSED TO WEATHER fXl IN CCNNTACT WITH GZUUNU:" CONFORM TO AVS A5.1 OR AWS 135.5, (:LASS E7OXX, SUBMIT SPECIFICATIONS 2.. � � SLABS, WAILS, JOISTS - 0'11 BARS AND SMALLEP. . . . . . . . .3/4 r BOLTS INSiAi.U:D IN CONCRFTF.' -WEDGE ANCHOR INSTAUATION T:. NO ROOF TOP MECHANICAL UNITS WITHIN 25'-0" OF ANY EXTRTOR WAIL OF F'RONOSFI) SUBSTITUTE FIVER ACETAL FICC APPROVAL. WHERE INDICATED ON DRAWINGS BEAMS, COLUMNS - TIES, STIRRUPS, SPIRALS . . . . . . . . . . 1112, DE 7. FrE1NFORCING STt. All EPDXY ANCHORS 5. SPLICING OF .STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE MFTIIODS, PROCFDURES, AND SFOOENCY':; OF' CONSTRUCTiON ARE THE 8 :I FOR CONCRETE SFiAIJ_ GRADE GO AND SEIALL CONTRACT DOCUAOCNTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL. OF 3, REINFORCINr STEEL, -REINFORCING STEEL PLACEMENT (, N RESPONSIBILITY OF THE (`ONTT?ACTCIR, THE CCNJ'FRA('T(p SHALL TAKE All. CONFORM TO ASTM A615 OR A706 FOfN Wf_L) TYPE-` REINFORCING STEEI_ THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE. OF SPUcE AND IN TILT WALL PANELS REINFORCING BARS .-HAL. NOT BE TACK W9�.L.[1EIl, WELDED, lIE.A'1"ED OR NECESSARY PRECAOT1ONS TO MAINTAIN AND ENSURE T14E IMTF:GRITY OF CONNECTION TO BE MADE. THE STRUCTURE. AT ALL STAGS OF CONSTRUCTiON. CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY AND POUR STRIP THE S'I'RUC'fIJRAI_ ENwPiF:FTt. 6. HEADED CONCRETE ANCHORS SHALL BE NCLS()hl HE.^EC) CONCRETE 4, WELDING -1311. FIElD WlLDIMG 8, T74E CONTRACT STRUCTURAL DRAWINGS AND SPEGiFlCAT13NS REPRESENT ANCHORS (OR APPROVED EQUAL), AND SHALL C(MIFCF2A{ TO ASTM AIDS. -Ail SHOP WELDING S. WELDING REINFORCFMEiJT BARS, MIEN APPROVED BY THE STRUCTURAL 7 THE FiN[SHE:D STRUCTl1RF. THEY D0 NOT INDICATE THE METHOD OF ANCHORS SFIAt.I. AE AUTOMATICALLY ENO WFI.DED WITH SUITABLE STUD , CONSTRUCTION. THE CONTRACTEE? SHALL PROVIDE AU_ MEASURES ENGINEER, St1All (:LNIFZNTM TO 'FILE. AMERICAN WELDING . ;ir..TY STANDARD WELDING EOIJIPMENT IN THE SHOP OR IN THE F7FLD. K1_0tNG SHAH BE 5' DIAPHRAGM! _ -NAILING AND STR1PPING D1.4, LATEST EDiTioN. E70XX ELECTRODES SHALL BE USED IN WELDING PLYWOOD THICKNESS & � �• NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND V(SfTCtF« DURIF;C` IN ACCORDANCE W7TI�1 THE RECOMMENDATIONS OF THE NFiSAH STUD CONSTRUCTION. SUCH MFASURF SHAD.. INCLUDE, P(IT NOT BE IJMITFD TO, A706 REINFORCING VARS TO A36 STRUCTURAL STEF.1.. WELDING COMPANY. INDEX & GRADE BRACING, SHORING FOR CCNNSTROC.TiCNJ LOADS, FTC. VISITS TO T14F SITE 10. DETAJUNG OF CONCRETE REINFORCCMENT BARS AND ACCESSORIES SHALL BY THE STPUCT 1RAL ENGiNCFR SHAH. NOT INCLUDE REVIEW OF THF ABOVE © ITEMS. CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL, GROUP MAC KE.NlIF 1997 ALL RIGHTS RESERVED ACI COMMITTEE 315, 1988. THESF DRAWINGS ARF TF4F PROPFRTY OC GROUP MACKENZIE AND ARF NOT TO BE 9. OPENINGS, POCd(ETS, ETC. SNA1l. NOT BE I'IACFD IN S1T?11CT11RAl_ 11. GROUT SIfAI1 DE NON-SHRINKABLE.. GROUT CONFORMING TO ASTM CA27, USED OR REPRODUCED IN ANY MANNER, STRUCTURAL UNLESS SPEC(FiCAU.Y 11FTAfl.k'D ILEI APPROVED BY 7HC AND SHALI. HAVE A SPECIFIED COMPRE1SiVE STrENGJ}l AT 2.8 DAYS OF USED OT PRIOR WRITTEN PLRMANNER STRUCTl1RAI. ENGINEER, 5000 PSI. PREGROUTING OF BASE PLAFES WIU_ NOT OF PERMITTED. SITE CAST CONCRETE TESTS BY INDE7'ENDENT TESTING LABORATORY ISSION 10. CONSTRUCTiON LOAD (MATERIAL_ AND FQ4)iPMFNT) MAIL NOT EXCEED TFIE_ 12. FORMS FOR CONCPFTT SHALL 13E LAID OUT AND C'ONSTRl1CTED TO PROVIDE I. SAMPLE THE FiRST DAILY TRUCK LOAD OF READY MIX CONCRETE AND EACH zTv a �r DESIGN LIVE LOAD PER SCXJARE FOOT. PROViDE ADf:CXJATF SHORING AN[,,.' N FCYt THE RFQl1IRLD CAMBERS/SLOPES. TENTH TRUCJ' LOAD THF�AFTER, COMPLYING WITH ASTM C 172. 011 E REVISION EDITION CMZ BRACING WHERE STRlIC1TIRFS HALT NOT ATTAINED DESIGN Si7if.'NGTH, �Am a uN CLOSING DATE 13. PROVIDE FaEFVCS FYNZ PLUMBING AND Li.ECTRJCAI. OPENING!; 1N CONCRETE 2. PERFORM (N i" SLUMP LEST FOR THE FIRST DAILY TRUCK LOAD OF READY �g zIx 11. WHEN A DETAIL IS !t)ENTiFTED, T14F CCNJTRACTOR SHAM APPLY THiS _ - BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT MIXED CCM1C!FTE AND EACH FiFT74 TRUCK LOAD THEREAFTER, COMPLYING DETAIL IN R NOTT 144E AND CONSTRUCTION 70 EVERY LIKE NCE.CONDITION W14ERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS Willi ASTM I 143 WHFT'HER C>rt NOT THE REV'E'RENCE IS MADE M EVERY INSTANCE. NOT 4M049N ON THE DRAWINGS. 3. PERFORM ONF AIR CONTENT' TEST FOR EACH SET OF COMPRESSIVE STRENGTH --�-+--+--- - _. 14. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT SPECiMFN,S, COMPLYING WITH ASTM C 31. TILE nNI SII SHALL DE APPROVED QY THE TILE MANUFACTURER SE7F'ORC USE, 4. FABRICATE COMPPE.4SIVF STRFNG',H SPECIMENS, COMPLYING WITH 1 ► - - I& SUHMIT SHOP DRAWINGS FOR ARCHITrCT/ENGINFER TO REVIEW. ASTM C 39, •--� V 16. AiR F NTRAINMFJJ7: ASTM C-260, 5X, EXTERIOR FL4TWORK ONLY. 5. MAKE ONE Sr r OF .5 COMPRESSIVE, STRENGTH SPECIMENS FOR EACH DAY OF STI ICTURAL CONCRETE POURING OR EACH 1100 CUBiC YARDS OR FR'ACTiON THEREOF FOR EACH CLASS' OF CONCRE7 E. 6. TEST TWO SPECIMENS AFTER CURING 7 DAYS, TWO SPrrIMEN4' AFTER CURiNG DATE, 3/21/97 28 DAYS ANI) RFTAiN ONE SPECIMEN POR LATER TES77NO IF REQUIRED . DRAWN BY: DEB 7. COMPLY WiTH NBC SECTION 1905.8 FOR EVALUATION AND ACCEPTANCE OF CONCRETE CHECKED BY: LBO/JDM 8. SiTE CAST CiNCRFTE TESTS WiLL BE PERFORMED BY iNOFPi]NDFNT TESTING LADOrATORY EMPLOYED PY OWER. 131 0 A OF inn Rn. - 1> DID SET 4/30/97 297057==� iJ 13_,1, Poll of 14 REVISED PERMIT `SET 4/2e/97 Pirr11-' Ive Al ,i CUM Ir,, M,' L V 1 1 , � � ��I I I� '� ''ngta: � _ I,,.aw.,� ��t : •-.nuc,abW" �edy�.: ,orWh'ec, j �' Illi Illi' 11111 IIIIIIIII II.III � I � 13 II Ilillllll II II IIIIIIIII Ili, IIIIIIIII 111111 llllllil IIIIII111111111 U ', !III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII LEGIBILITY STRIP o VOmm"i cm 2 3 `1 `S 8 7 10 I I I2 14 16 17 10 19 20 21 22 213 24 25 218 217 218 219 3R0 ZI I i V) 9 b HOW .410a I I I I i 1!�1�llla.i_IIIa�I�,a�1J,111,��llldill illllllll�llilllililllililill illllilllilllll)iJl illllllll�llll�llll iJillllll�llll.l(Ill�lllllllllllllli1111 i11H1ll IIIIIL11 .III,illlll,lillllll�l,llllllll;lll�lilToe ti, 0,0 C C N C 1b -- ^`fit '''_ B A _� Cd "N 6 7 8 9 10 Cl 0.0 ID 0 - 0 2u ----- - - t 3 2 1 3 3 1 3 3 2 1 3 '® " 24' 2.4'-7" 24'-9" t 5 12 58.1 S8.1 SJM C C tv C r ( ------- _—_— I2 { I r 0 2. �', i ® � co o. -- — — -- — - — — -{ I - -- 0 ry l 0 3 1 �► 0d�- —05 Project 2 2 5 2 BUILDING 16 � •1 El ❑ OREGON I 3 ; 3 ❑ BUSINESS PARK E,4 T PANEL REPLACEMENTS ELEVATION PANEL THICKNESS= 5,1�" Ti rd, OreWn CD 6 �' i 6 ! 1 + 6G S8.11 bient 58.1 10 9 1 PACTRUST C I I I I I I o I 4 1 T i t 4 2 1 4 i i t _ Sheet Title 6 T� - - EXISTING FOUNDATION j I s s PLAN & - --....-- -- ---------- ------�.- ------ I j ----- - --- --�-.—.-- I ( - _ _ _ _ 12" THICK PANEL NEW PANEL LEGS AND EDGE ELEVATIONS CN .__.. STOP 0 EXI577NG 4 ; I I PILASTER ELEVATION TYP 5 I I ..'' 2 UNO _ 12 5 j 24'-7" 24'-7" 24'-G" --- { -- - -- -- -- --- -!..; �— - --- -- - - �- - - ��/C 73--11- Ll 5 -1 �3 [5] I j F11 6 7 g 9 10 B. NOIR PANEL REPIJ-.%CEMENT ELEVATION SCUM PANEL— REPLACEMENT ELEVATION - - --"' 1 8 =°1 -0 PANEL THICKNESS= 5/1�" 1/8"=1'-0" PANEL THICKNESS=- 5y" TYP GROUP MACKEN2IE 1997 1,Z" 0 THICKENED ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION MUNDA110N PLAN GENERAL NOTES �vi�'°ns PANEL KEYNOTES N N � W i PEVISION " S= o a., CLOSING DATE FLOOR SLAB ON b. REPAIR 1. #4 0 12 OC EA WAY, AT q OF PANEL w-Z24 it o. THOROUGHLY CLEAN ENTIRE SLAB SURFACE, REMOVE ALL DEBRIS 1. APPLY EPDXY BONDING ACENT "CONCRESSIVE 1001LPL" OR 2. (2) #5 0 q OF PANEL, AT ALL PANEL EDGES AND MISC. STAINS BY SCRUBBING, SURFACE GRINDING, OR APPROVED SUBSTITUTION 3. (3) #5 0 EA FACE OF PANEL, EQ SPACED IN LEG ---+ --►-- -- �oUNDA'noN KEYNOTE SANDBLASTINC TO OBTAIN CLEAN UNIFORM SURFACE: 2. GROUT W/NON-SHRINK 4,000 PSt GROUT "MASTERFLOW 928" 4. (4) #5 ® EA FACE OF PANEL, EQ SPACED IN LEG APPEARANCE 3. SACK FINISH AREA AS REQUIRED TO PROV'DE UNIFORM 5. (2) #5 0 q OF PANEL, 2'-6" PAST OPENING _ 1. EXISTING 5" CONCRETE SLAB b. FILL ALL HOLES AND CRACKS W/ "DURAPATCI-1" SURFACE ON EXTERIOR 6. EXISTING PANEL TO REMAIN �T 2. EXISTING POUR STRIP TO REMAIN c. APPLY MINIMUM (2) COATS FLOOR SEALER TO ALL SURFACES 4. SACK FINISH ENTIRE WALL ON INTERIOR SURFACES 3. 2'-0" X 2'-O" COLUMN BLOCKOUT, SAW CUT 0411 REGROUT 5. AT INTERIOR PANEL PICK POINTS GROUT AND FINISH -� *- --- --- 4. EXISTING PANELS FOOTINGS AS NOTED ABOVE 5. NEW CONCRETE PANEL o. CONTRACTOR TO VERIFY ELEVATION AND l_OCA170N c. REFINISH 6. SAWCUT SLAB AS REQUIRED FOR PANEL TO F ,TING CONNECTIONS OF EXISTING FOOTINGS - 1. PAINT TO MATCH EXISTING REPLACE PER DETAIL 9/58.1 INTERIOR AND EXTERIOR CONCRETE WALL SURFACES DATE: WITH ROCK POCKETS, SPALUNG, ETC. OTHER THAN THOSE AREAS PANELS DRAWN BY: DEB NOTED FOR STRUCTURAL_ REPAIR I.E. BEAM SEATS LOCATIONS a. CONTRACTOR TO REMOVE EXISTING WELD BAR BETWEEN CHECKED BY: JDM/LBO AND HIGH PRESSURE GROUTING WILL REQUIRE THE FOLLOWING: EXISTING ,PANELS. " " a. SURFACE PREPARATION b. HIGH PRESSURE INJECTION OF CONCRESSIVE STRUCTURAL tHEET 1. REMOVE ALL LOOSE OR CRACKED CONCRETE TO SOLID CONCRETE BONDING EPDXY GROUT INTO ALL VISIBLE CRACKS SURFACE ( LIGHT BRUSH HAMMER OR CHISEL.) ON EXTERIOR SURFACE OF (7) PANELS NOT REPLACED. WORK BY "HARRY S. PETERSONOR APPROVED S 2. REMOVE ALL PAINT FROM AREA REQUIRING REPAIR '' SUBSTITUTION. REMOVE ALL PAINT FROM AREAS REQUIRING REPAIR, 3. REMOVE ALL DEBRIS FROM FIRE DAMAGE FOR A SMOOTH AFTER THE EPDXY HAS CURED, THE TEMPORARY SURFACE UNIFORM SURFACE: SEAL IS TO BE REMOVED, STRIKE ALL CRACK JOINTS AND S2ml SACK FINISH AREA I"OR UNIFORM APPEARANCE. REPAINT TO MATCH EXISTING. or 16748 hN 7- %1 %1 1 BID SET 4/30/97 297057 " B-16 REVISED PERMIT SET 4/26/97 a tumm *04 two tic; 12 of 1-1 Cm LEGIBILITY STRIP p 9 10 1 I I�2- _ 13 1 �4 Ile 1I7 19i 119 20 21 212 23 24 25 28 27 tie l 29 3'0 I �I 01 9 9 MONI tb>e ' of "Tw } 1•..: - - .' 1 { , {I N G; a0 ---SIMPSON LSTA 30 N STRAPS A 4'-0" OC 1� n 1 2 `] � � �� �� \/ 1 0 ACROSS FIRST (3) PURLINS � D � qq0-t 0 - - -- - - - _ 221'-7" U �1 O - i -----_ROOF SHEATHING 0 " � _. X `q 24 - 9 r+ U. 24'-7" - -. 5 I i -- __ -_ _ --— --- --- OA m g "ItiSUBPURLIN W/ HANGERS `�; t �. SIM !f� 0. I TY f' - o(43 / rn W 0 d TYP I � m S8.1 y L, ' M L, s i+ b •p tl I I I x TYP 0 10 5) PLACES o C f L I tit t � Project 3 ' •,-. 3 z SUB-'�"�)R1 IN m U : BUILDING 16 7 PURLIN � OREGON .; i r` s8.1 SFt.1 S8.1 — 4 Sz,z - - 1 1/2"=1'-0" m BUSINESS I SIM 0 (6) I I (2) PLACES ? 513.1 ' TYP-< -- -' pLncrs PARK . -_____��'el___ -- _ _.- B Tigard, Oregon 5 co S8.1 -' SS.1 I 2 cn NI c.1 C liont ---_ SIM 0 (6) _ � EXISTING ROOF SHEATHING PACTRVST PLACES " 4 m xj x x czC) -EXISTING PURLIN q. U) tU X� G' Trn Sheet Title - I �a2.2 56.1 SIM } J` SIM 2 T`rP SIM® 11).1 1 7�- � - FRAMING PLAN 5 1 S SIMPSON HTT16 EA PURLIN, 5"L I St3.i 5 ,1 EA SIDE OF GLB TYP TYP O- to W/ 5/8"0 THRU BOLT TYP 1 - I t�TPAO/�(i��► 24'-7" _ 24'-7" 24�-P f C, � 73'- EXISTING GLU LAM BEAM 1 l" - ----- ' r 2 5 3 EXISTING PURLIN TO SEAM CONN. z � / 9 10 82_2 1 1/2"=1'-0" o © GROUP IOACKEN71E 1997 ALL RIGI-TS RESERVED \> THESE DRAWING' ARE THE PROPERTY OF EXISTING ROOF SHEATHING GROUP MACKFNZII AND ARE NOT TO BE — ---ADD 2x4x2'—0" FI..A T USED OR REPRODUCED IN ANY MANNER, /® r—.; I / WITHOUT PRIOR WRITTEN PERMISSION N ROOF FRAMING PLAN - 4 I - f`- - —ADD 2x4x2'--0" W/ (i 0) 12d evlslons: ".2 1/16"--1'-0" ` NAILS ALTERNATELY ON EA I xW S1DF. �4y TOP Q, SEE DET 4/88.1 ---SIMPSON 6236 W/(12) 16d g N ROOF SHEATHING O EACH PURLIN _ 1 1/4- 1 1/4 SHEATHING c N AT EXISTING AND NEW DOUBLE ROW OF 10d m 0' SHEATHING 0 SIM CONDITION NAILS 0 4" OC PLACE ® m - -- - - - ONE ROW ON EACH SIDE m 11277-777" l - OF ANCHOR BOLT .6+ O � 0 1/2" CLR (TYP) < «' PURLINS W/SIMPSON ____ / 0 ,Q Q X6X7- ` HANGERS FACH END - ( �" EA SIDE OF �: ;�;> I J BEAM W/(2) 1 1/2« `` 1'--10" -X*O THRU BOLTS I 4x P.T. TOP PLATE 1 1/1." 1 1/2 --.1 WITH 1/?.*0 A.B. �► n > \ AT 2'-6" O.C. COUNTERSUNK WITH EN - " H MINIMUM 5` EMBEDMENT �e '�'� ,, - ';'- R �► X 6 X 1 --10 E.S. 1 � -- .. _ (EXIST ® SIM) o ---„ A - = -- __ N i " —PURLIN - SEE FRAMING PLAN m NON-SHRINK a --- -- -___ _ - 5 FOR SI.'_ � � E _-- E AND HANGER � GROUT \ ` - `----GLB, SFE PLAN, Nf�''CH N " � � (EXIST O SIM) �� SIMPSON HTT22 W/• d Tf�READED ® ��y �� ® SUPPCTRT :_ \ I �' �j� X Epi X 1'-10" RODS W/ SIMPSON t T22 ITY�� -EXISTING CONCRETE PANEL 0 0� EXISTING WALL----'P' O .�- PANF! & 5" EMBED AND SPECIAL. INSPECTION. -- --�6 a1 N CLU-LAM BEAM - --I.6X8Xl0O'-12" (U.V) `I � WI(2) )('o EXP ANCHORS O 9" GA W/6" EMOCO bo, 6"ot STD PIPE COLUMN coU �-- 00 Project BEAN! TO WALL � 2 P RI,�iN TO BE�.I� � COLUMN C a Aui�©ItiO ,s vs .� �.� - -- AP " . " P'4.�RL,IN ®NNECTIC�N TOP PLATE N OREGON cn 1"=V-0" Sl3.t v .1 1 1/2"=1'-Q` BUSINESS — FTG _ PARK GLU-I.AM BEAM OLUMN BLOCK.OUT 1 -- -- 1 O C?�,- / �- �__ _ �- PURUN ROOF- SHEATHING, SEE PLANS Tigard, Oregon 1 112'QQ" x 2'- U" - _ / V.19. AT PURLINS CLOSEST ` ,OL PER PLAN 3 TO COLUMN p DOUBLE ROW OF 10d CH-nt 58 1 I GI_U-LAM BEAM z °' SHORT AT 3" OC PACTRUST C7 - - = +i " 1- COLUMN a x 1 ONAEACH CSIDE ROW 1 _ STEEL BASE W/(4) 314"0 EXP ANCI - FINISH FLOOR 1 114' �` I� I OF ANCHOR BOLT. W,i 6" MIN EMBED LYWOOD SHEATHING - FOOTING TS COLUMN 5/i 6 --- PLAN _ _:__ __ - /� STEFL RASE �' -- ----- -- - - - ____---------- � M A _ f -SHIM SPACE W/ N ELEi�ATION • - 4- SIMPSON fIC4CTA 7-S, TYP. I �/ \ y- J 1 P e I P. `'{ i T'ti 4 4j -- GROUT �j (4) HD8A IiOLG-DOWN NDN--SHRINK G L _ - DETAILS � N.T.S. , �., `t -- - - -- (2 EACH SIDE) LOCKOUT. GROUT FULL I - W/ 7/R"9s A 307 ROD �- G (HINGE EXISTING 0 Si,11 ~ 5/16 ----EXISTING CONCRETE FLOOR _ 4 x P7 70P PLATE W/ �: 3 4`0 AR O 4'-0" OC CONDITION) ins, --" j l SLAB SIMPSON STRAP ACROSS GL. EM. TYP. / 1, �' (NOT AT SIM, SEE DETAIL 3/S2.2 SIMr'SON HTT22 W/(16) 16d W/%`0 I COUNTERSUNK W/ MIN r vo- �—- r , XISTING FOOTING H5" DS F ON FT22 EPDXY I EMBEDMENT THREADED 0 W/ SIMS p - -- --- URI-IN - PLAN D N CIAI. INSPECTION. -� FOR SIZE AND HANGER O 4'-0" OC & Al GN V7TH ` SUB c-- & M SPE ` 1 SPACE - -PURUN - SEE FRAMING ,. NOTE: CONTRACTOR'S OPTION- CUT ( { �'�"�Q� EXISTING C01_ 3'-0" ABOVE FIN FL��, 2x6 SUBPURLINS. PLAN FOR SIZE AND HANGER GL. L3M. - SEE ROOF B WELD NEW COL WITH PARTIAL_ STAMINA PLAN FOR, PENETRATION SINGLE V RU1 T JOINT / ----EXISTING CONCRETE PANEL � SIZE, UAP TOP OF BEAM AS SIM,PSON VB BRACE NECESSARY TO ACCOMODATE GROOVE WELD, B-P7 TO EXISTING >� T AT PURLIN LINE AT EACH / ---�- HINGE CONNECTOR SECTION B �.tiEC l ION SIDE DEE?OF COLUMN.FN. SIZE BM. N.T.S. `� � � u L. BM. `1 HINGE CO NNI� Ti lON I 6 C®� a�IViIV TC '00TI1"�C - N V.B. BRACE CC?L.I�I�N I� SBP 'h.IN CONN. a ' ,/tl�-,'-D" .� N __.._ I � __._ NN. AT TOP PLATE NO SCALE ni 1/2"=1'-0` 1 1/2"--1'-0" GROUP MACKEN71F 1997 ALL RIGHTS RESERVED THESE DRAWINUS ARE THE PROPERTY Of GROUP MACKENZIE AND ARE. NOT TO BE GLU-I.AM O (2) #5 A706 X 0'-8" L2 X 2 X Xj; X 0'-4" v USED OR REPRODUCED IN ANY MANNER, CONCRFTF WALL P'klF_L ---.--- " SIM CONDITION (AT SIM, NOTCH GLR W/(?) k"0 EPDXY' � WITHOUT PRIOR WRITTEN PERMISSION OOR ARMOR, }� BENT � W/ #4 FOR BAPS) do EXTEND ANCHOR (NO EPDXY f ev s ons: - X 1'-0" O 1'-0" OC UP TO BARS AS REQ'D TO ANCHOR O SIM _,,--EXISTING PANEL z� N 9r #4 �yy[LS 4'-0" ABOVE FIN FLR ) o� a �V AT 12' OC REACH PLATE ON OPP REVISION EDITION - ,3x3x1`4x FUIJ. WIDTH vim CLOSING DATE NOTE: ■ SIDE OF GLU-LAM o m W/ 1/2 tb x 4 HWS O EXTEND R AND I ` o•z z4 �m PLACE PANEL TO FTC �j 1, 0» 1'-0" OC OR #5 x 1'-0" LDc,/►TE (•4) ANC.JI!ts� R 4 , _ �t ® 1'-0' OC TO SCAR l;t�-LAM ;i" _ ,--«---• CONNECTION MAX 2'-0` --- FROM EA EA END OF EA PANEL. --4-- -----EXISTING WNCRE?F SLAB, -J4 AT 2'-0" OC x 2'-0* � SIM c4t4plTIoN - �- SHIM 01/T AS REQ l? k SAWCU7 O POUR RIp AS . SAWCUT EXIST SLAB�� l t- J2 X 2 Xe X 0'-6" WELD W/ 1/2` FLAT BAR. REQUIRED N --I''4 DOWELS O 12" ;,C N N o 0 0 0 --- - T I W 2 5 X 14 O 4" OC EPDXY 6- INTO F;; ;TING SLAB _ _ C �- - I- - ! (AT BOTH PANELS OSTM - U _ c- I CONDITIONS) �- }-T-- ----- -_ --- DOWELS EPDXY 14 O 12" OC io -- EPDXY 6" INTO EXISTING SLAB � �_ FIN. GRADE , �� -- — __--_ {_2 X 2. X X ' "�� ---CONCRETE S _6» _ 50_ N lAe T1'F' DATE: 3/21/97 rc o W/(?.) �t5 Xf 12 ;f OC r� U ----~8" FREE BRAINING \ r DRAWN BY: BEB I 'I 5„ 1/4 FLAT BAR CONN � � GRANULAR MATERIAL CHECKED BY: LBO/JDM _ X3X12 W/(2) �("�X6�» Q 3/4' CHAMFER NS7A11 SPLICE —Q % X 8 X 1'-9" NOTES. NEW CONCRETE PANEt EPDXY ANCHORS, SF'T TO W/(4) �`4 HILTI 1. PROVIDE CONN, EQ. SPACED CLEAR EXISTING EmrIg FIN GRADE 2'-0" BELOW HVA EPDXY ANCHOR O 4'-0" OC, MAX 1'-0` FROM V SRMT ■ OR PANEL REINFORCING TOP PLATE SEE ELEVATIONS W/ HAS SUPER FINISHED FLOOR TO TOP PLATE. ` ----EXISTING FOOTINr. T STUD AND 4" 2. SEE PANEL ELEVATION FOR REINF rk OF FTG O � ----EXISTING FOOTING EMBED AND THICKNESS OF PANEL - - -PANEL JOINT S801 TYP LION .. K*12EL �� j 00* PAN NNEC11ON PANEL TO SLAB �o DOCK HIGH DOOR o C 11/2`x,'-°» d —_- OF _ .__....,._.. � � CHORD SPLICE » » a a .�--�- SCALE o NO SCALE I - 1 1/2 �1 —0 16 R-1 SN ,: A„ N, t. BID SET 4/30/97 r--- 7057 REVISED PERMIT SET 4/28/97 ?v7%A,.wr`.' A it 4”w,'N"' ;b'° "°° M -16 1 PG I 1 of 14 r I cm LEGIBILITY STRIP 0 2 3 4 5 8 7 g 9 10 11 12 13 14 18 17 I'8 19 20 I112I1�I1+112i211�III21�1311111112111411i� 2811111121111 I�III hI �IIIIIIIIIIIIIIII IIIIiIII ;iu ^n^= 8 2 28 29 30 at 1I I 01 ' Now a l OE OZ i I ,-t t.: .. .... ., .,.,...i-..r. m _...r!d. +r. 1+—r—n-1►'nrn+n"e++•..+x-.. .. .. , n7rmru••,+Ms"„"fM�1.■M� !yIM!iJKiNi - IWMI" ^ ,MltlM n r9'719W4'.. . 7 q ADDRESS: 1#9, SW 7M. 'j-lA' v&vwt o6waWI& 4fi A d C1: N Y H n.. r-, CO J i:\records\rnicroflm\tar get s\building.doc Page No. 1 CASE HISTORY FOR CASE NO.: BUP97-0139 PACTRUST 1674d SW '72ND AVE Unit: B-16 11/23/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Up'l Code Sent Done Done Date Py BUPO005 Application received 03/26/97 / / 03/21/97 PASS DRA 03/26/97 JD BUPC008 Permit created 03/26/97 j / 03/26/97 PASS JSD 03/26/97 JD BUPC012 Plans routed to Plass Examiner 03/26/97 / / 03/26/97 PASS JSD 03/26/97 JD BUPC015 Plan Review Ltr. tc ')fc. Svcs. 04/03/97 / / 04/03/97 JHF 04/03/97 SHF BUPC018 Revised Plans Receivec 04/03/97 / / 05/01/97 need a reC3 of the area separation wall JHF 09/04/97 JDA termination BUPCO24 Plans Approved/Routed to DSTs 04/03/97 / / 05/02/97 JHk09/04/97 JDA BUPCO29 DST Post Review Completed / / / / 05/07/97 PASS B 05/07/97 BON BUPC070 HOLD FOR (Note in Action Memo) / / / / 10/15/97 no low volt permit for data HOLD MJR 10/15/97 MJR BUPC070 He LD FOR (Note in Action Memo) / / / / 05/06/98 HOLD C/O E-MAIL TO TOM/HAP. ELC97-0633, HOLD OS/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/..4/98 J•H BUPC075 Hold Release to Issued Status / / ; / 07/01/98 Per TI.P's inspection and review: All PASS HAP 07/01/98 J*H necesL­y permits have been obtained and inspections have been approved. SUPC090 (F) Ready to issue / / / / 05/07/97 MEMO B 09/04/97 JDA BUPC100 (F) Issue permit / / / / 06/02/97 PASS CEO 06/02/97 DST BUPC'100 (F) Irsue permit / / / / 09/16/97 PASS DRA 09/16/97 DST BUPC112 Revisd Plns Subm'd afte. issue / / / / 07/31/97 RECD JHF 09/04/97 JDA BUPC115 Approved Plans routed to I)STs / / / / 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 G_ permit. Approved Plan r_visions in the �— READY bin to give to contractor when to fees are paid. Tt.e PLM and the SWR 1-- which were readied previously also have .—j increased fees due to revisions. HL CID GREEN called and LM with receptionist of updated fees because of the reviuions on — 9/4/97. BUPC725 Slab Insp / / / / 07/28/97 PASS GS 07/31/97 J*H SUPC726 Tilt-up Pnl Insp 04/03/97 / / 07/03/97 re bar and tilt-up panel wall approved PASS CS 07/0,/y7 J•H Page No. 2 CASE HISTORY FOR CASE NO.: BUP97-0139 PACTRUST 16748 SW 72ND AVE Unit: 9-16 11/23/98 Action Description Req,/ Schd/ End/ Actio:i Notes Disp By Update Upd Code Sent Done Donn. Date By ------- ------------------------------ -------- -------- -------- ---------------------------------------- ---- --- —------ --- BUPC740 Framing Insp 04/03/97 / / 10/01/97 both areas approved, PacTrust/Cascade, PASS TLP 10/01/97 J•H Rod Porter tenant improvements - burn-out repair. BUPC742 Roof naiing Inep 04/03/97 / / 07/23/9'? PASS TLP 07/23/97 J*H SUPC760 Gyp Board Inep 04/03/97 / / 10/02/97 Both tenant areae, Rod Porter & Cascade PASS TLP 10/02/97 J'H approved drywall nailing. BUPC762 Susp Ceiing Inep 04/03/97 / / 10/16/97 PASS TLP 10/17/97 J*H BUPC802 Final Inspection 04/03/97 / / 01/28/98 Plane sent to Records for microfilming PASS TLP 10/16/98 VLN 10/16/98. SUPC802 Final Inspection / / / / 11/16/98 this job requires no alarm permit NOTE TLP 11/16/98 TLP sprinkler permit is all thats needed per Jim Funk.... BUPC950 (F) Issue Cert. of Occupancy / / / / 07/01/98 mailed 11/23/98 MAIL JMT 11/23/98 JT 13UPC960 Case Finaled / / / / 07/01/98 PASS TLP 07/01/98 J'H Y- 1•_ _J Page No. 1 CASE HISTORY FOR CASE NO.: PLM97-0353 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 -------------- ----------- -------- -------- -- ----- --------------------------------- ----- --- --- -------- --- 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 pay SWRg7-0944 first) Dean Warren must sign application PLMC050 (F) Issue permit / / / / 09/24/97 PASS B 09/24/97 ^ST PLMC725 Top-out Insp 08/26/97 / / 09/26/97 PASS MS 09/29/97 J•H PLMC760 Insp existing/capped fixtures 08/26/97 / / 10/21/97 PASS TLP 10/29/97 J•H PLMC799 Final Inspection / / / / 10/21/97 PASS TLP 10/29/57 J"H PLMC800 Case Finaled / / / / 10/28/97 PASS TLP 10/2g/97 J•H Page No. 1 CASE HISTORY FOR CASE NO.: ELC97-0633 BACHOFNER ELECTRIC INC 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 ELCCO01 Application received / / / / 09/25/97 RECD JDA 09/30/97 GEO ELCCO03 Permit created / / / / 09/25/97 PASS JDA 09/30/97 GEO ELCC500 (F)Issue permit / / / / 09/30/97 PASS GEO 09/30/97 GEO ELCC700 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/.0/97 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*N 410-56(e). 2. Ears not seated on wall, yoke not on 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). Plate and its mounting screw are not approved to secure device to wall, ELCC799 Elect'l Final / / / / 07/01/98 PASS CD 07/01/98 CD ELCC800 Case Finaled / / / / 07/01/98 PASS CD 07/01/98 J*H a rX F- N H J m LO W J Page No. 1 CALF. HISTORY FOR CASE NO.: BUP97-0306 PACTRU:;r 16748 SW 72ND AVE Unit: 8-16 11/23/98 Action Description Req/ Schd/ End/ Action Note: Disp By Update Upd Code Sent Done Done Date By SUPC005 Application received / / / / 06/12/97 RECD DRA 06/18/97 BON BUPC008 Permit created / / / / 06/18/97 PASS B 05/18/97 BON DUPC010 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 08/28/9.1 JHF sets of site plans with no floor plane nor calce. Advised the applicant Bob P 6/23/97 BUPC015 Plan Review Ltr. to Ofc. Svcs. / / / / 06/26/97 PEND RDP 06/26/^7 RDP SUPCO26 Approved Plans routed to DSTs / / % / 07/03/97 APPR RDP 07/03/97 R.IP BUPCO29 DST Poet Review Completed / / / / 07/10/97 PASS B 07/10/97 BODS BUPC090 (F) Ready to issue / / / / 07/10/97 PASS B 07/10/97 BOM SUPC100 (F) Issue permit / / / / 07/10/97 PASS B 07/10/97 3ON BUEC783 Sprine.ler Rough-In 07/03/97 / / 09/25/97 (This 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 RUPC783 Sprinkler Rough-In / / / / 10/16/97 (Cascade tenant space) PASS TLP 10/17/97 J*H BUPC784 Sprinkler Final 07/03/97 / / 10/23/97 nu building final inspection until a NOTE .T 07/01/98 TLP monitoring alarm system has been permitted. per bob p. 12/17/97 delda fire requested final inspection. I called 6 told them no inspection because fire alarm permit has not been issued. Jeanne t. SUPC802 Final Inspectiai 07/01/98 / / 07/01/98 All necessary permits have been obtained PASS TLP 07/01/98 J*H and i:.spections have been approve— BUPC960 Case Finaled / / / / 07/01/91 Approved by review. PASS TLP 07/01/98 J*H V— J G] C.7 W J Page No. 1 CASE HISTORY FOR CASE NO.: MlIC97-0328 FACTRUS'P 16748 SW 72ND AVE Unit: P-16 11/23/ic Action Description Req/ Schd/ End/ Action Notes Disp .'y Update Upd Code Sent Done Done Date By MECC007 Application received / / / / 08/29/97 RECD B 09/04/97 BON V-CCn08 Permit crL-ated / / / / 09/04/97 PASS B 09/04/97 BON MECCOII Routed to Plans Examiner / / / / 09/04/97 PASS B 09/04/97 6ON MECC015 Reviewed Plans Routed to DSTS / / / / 09/11/97 APPR RDP 09/11/97 RDP MECC016 DST PostLReview 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 pe;mic / / / / 09/12/97 PASS GFO 09/12/97 DST MECC705 Gas Line Insp 09/11/97 / / 10/17/97 1-inch line okay PASS TLP 10/21/97 J•H MECC706 Mechanical Insp 09/11/97 / / 01/29/98 PASS TLP 01/28/98 J*!I MECC799 Final Inspection 09/11/97 / / 01/28/98 PASS TLP 01/28/98 J•H MECC800 Case Finaled / / / / 01/28/98 PASS TLP 01/28/98 J•H 1 n J J 11 J Page No. 1 CASE HISTORY FOR CASE NO.: ELR97-0100 SONITF.OL PACIFIC 16748 SW 72ND AVE Unit: B-16 11/23/98 Action Description Req/ Schd/ End/ Acticn Notes Disp By Update Upd Code Sent Done Done Date By ELRA500 (F) Issue permit / / / / 03/31/97 PASS TAT 03/31/97 TAT ELRC001 Application Received 03/31/97 / / 03/31/97 03/31/97 TAT F.LR0003 Permit Created 03/31/97 / / 03/21/97 03/31/97 TAT ELRC799 Elect'1 Final / / / / 04/04/97 04/04/97 MJR ELRC800 Case finaled / / / / 04/04/97 PASS MJR 04/04/97 MJR CL 0r H N H J cc CD LU J Page No. 1 CASE HISTORY FOR CASE NO.: ELC97-0:10 CASCADE SPRINKLER 16748 SW 72ND AVE. Unit: B-16 11/23/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Dene 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 Elect'l Service 02/25/97 / / 02/27/97 PASS MJR 03/03/97 MJR ELCC799 Elect'l Fina; 02/25/97 / / 10/21/9'7 PASS MJR 11/06/97 J•H ELCC800 Case Finaled / / / / 11/06/97 PASS MJR 11/06;97 J"11 i Page No. 1 LOG NOTES rOR CASE NO. : BUP97-0139 FACTRUST 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 FOP. HAZARD IS GONE. BUT, WE STILL NEED TO KNOW TENANT _/29/97; ; 5/23/97 THERE WAS AN AMENDMENT TO THE CONSTRUCTION PLANS THAT ADJUSTED BATHROOM IN WHAT USF T _BE__.THE_-RUBBER BUSINFSS1 BUT NOW IS THE_SPKL&..--__ BUSINESS . THIS DATA ENTERED BY JEANNE T. FROM JIM FUPIK' S NOTES .') CITY OF TIGARD DEVELOPMENT SERVICES 77 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 CE RT T F 1 CATS OF' OCCUPANCY PERMIT M. . . . . . . : CATE ISSUED: 07/01/98 FARCE!_z ",q 1 :13AD-01800 SITE ADDRESS- 116746 5W 72ND AV E #B-16 SUBDIVISION. . . . rRQSEWOOD ACRE TRACTS ZONING: I -L. BLOCK. . . . . . . . . . : LOT.. . . . . . . . . . . . . :011. JURISDICTION, 1IG C1_455 OF WORK, sA(_T TYVIE OF' USE. . . a COM TYPE OF CONSTR:5I4 OCCUPANCY GRP. :F OCCUPANCY LOi1C1: 46 TrNAIAT NAME. . . : 1: mark% : Burn ol.rt repaxv, Owner: PACTRUST 15350 SW SEQUOIA F'KWY STE: 300 PORTLAND OR 97224 Phone #i Cont oarct or: N L GREEI4 15350 SW SECAUO I A BLVD STE 3eZ T t GARD OR 97224 Phone #: 024-7717 Peq #. . : 000413 This Certificate grarntm nr^cupancy of the arbovd referenced building or prr�tioii thereof and conF'irms that tha building has been in erted for compliance with the State o Orgor. 5 lty Codes for the group, 0 .upaanr and Lisp under ,4hich reference Ia t was isqued. 4 . BUIL.DI ©' 0 FIC L POST IN uONSPICUOUS PLACE w o. s � i CITY OF TIGARD DEVELOPMENT SERVICES BUILDING i"'ERMIT 13125 S N Ha!l Blvd., Tigard,OR 97223 (503)639-4171 PERMIT #. . . . . . . : BUP97-0139 DATE ISSUED: 09/16/97 PARCEL: 2SI13AD-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 CONSTRUC'rION— CLASS OF WORK. :ALT FIRST. . . . : 8870 sf N- S: E: W: TYPE OF USE. . . :COM SECOND. . . : o 5f PRrITECT OPENINGS ?------------ TYPE OF CONST. :5N 0 sf N: S: E: W: OCCUPANCY GRPI. :F2 TOTAL------: 8870 sf ROOF CONST: FIRE RE" : OCCUPANCY LOAD: 48 BASEMENT. : 0 sf AREA SEP. RATED:2HR f�_ STDR. : I HT- 0- GARAGE. . . 0 sf OCCU SEP. RATED: BSMT? : ME7.Z1 : REDD SETBACKS---------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: 0 FRNT: o ft REAR: 0 ft FIR ALRM:N HNDICP ACC:Y BEDRMS- 0 BATHS: 0 IMP, SURFACE: 0 PRO CORRIN PARKING: 0 VALUE. $ : 180300 Remav-ks : Burn out repair. Note: NW Rubber Extruders "NO OCCUPANT CERT" oust 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 Owner,: --------------------------------- ------------------------- FEES --------------- PACTRUST type amoLint by date reept 15350 SW SEQUOIA PKWY STE 300 PILCK $ -7196. 83 DRA 03/*21/97 97-292116 PORTLAND OR 97224 FIFE $ 244. 20 DRA 03/21/97 97-292116 PRMT $ 610. 90 GEO 06/02/97 97-295334 Phone #: 624-6300 5PICT $ 30. 53 GEO 06/02/97 97-295334 PRMT $ u5. 00 DRA 09/16/97 97-299288 Contractor: ------------- ----------------- PLCK $ 16. 25 DRA 09/16/97 97-299288 [A L GREEN FIRE $ 10. 00 DRA 09/16/97 97-299288 15350 SW SEQUOIA BLVD 5PICT $ 1. 25 DRA 09/16/97 97-299288 STE 300 TIGARD OR 97224 ----------------- ------------------------ Phone #: 624--7717 $ 1334. 56 TOTAL Reg #. . : 000413 REQUIRED INSPECTIONS This permit is issi;pd subject to the regulations contained in the Stt-o.tc 5tee1 insp Stt-UCtUt-al weldi Tigard Municipal Code, State of Ore. Specialty Codes and all other Reirif Steel Insp applicable laws. All kirk will be done in accordance with Slab Insp approved plan,,. This piroit will expire if work is not started Tilt—i.tp Plnl Insp within 180 deys of issuance, or if work is suspended for sore Framing Insp than 180 days. ATTENTION: Oregon law requires you to follow the Roof nailng Insp rules adopted by the Oregon Utility Notification Center. Those Shear Wall 4nsp rules are set forth in OAR 952-N1-@8I8 throug' OAR 952-8AI81387. Fit-ewall ITISP You many obtiin a copy of these rule~ or direct questions to OUNC Gyp Board Insp by calling 0,103)246-1987. Sl,tsp CeilnEj Insp Reinforced conct- [A 0 1 t S ip­rb-mrj e t Plei-mittee Signati-ir Issi.ted B 0 .............................. ... ................. f...........A................ 4A11 639-4175 by 6:00 p. m. for, an inspection needed the ijext businp.5s day .............4.....................4......+++-1........4-++++4...................... 67 107 /1) ( J, L / J`T f 1/ 17� 7 �/' �� C l/ Grtr,r /'/ C J� , ;� !/r?, r/ t£ c1 i 7' c^ooi A CAO Ao Lr 00 �/ V ✓✓ VVV M J � J i CSF TIC ARDCITY MECHANICAL DEVELOPMENT SERVICES PERMIT PERMIT #. . . . . . . : MEC97-0328 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 09/1.2/97 PARCEL: 2511-AD-01800 SITE ADDRESS. . . : 16748 SW 72ND AVE #8-16 SUBDIVISION. . . . : ROSEWOOD ACRE TRACTS 7.ONING: I—L BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : 11 JURISDICTION: TIC; ------------------------------------------------------ CLASSOF WORK. . :ALT— _— FLOOR FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . : 1 VEN ' FANS. . . : 1 OCCUPANCY GRP. -. :F2 VENTS W/O APDL: 0 VENT SYSTEMS: 0 I STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 I FUEL TYPES--- __—.--- 0--3 HP. . . . : i DOMES. INCIN: 0 :GAS —15 HP. . . . : 0 COMML. I NC I N: 0 MAX INDUT. : 25000?, BTU 15-32 IAF'. . . . 0 REPAIR UNI1S: 0 F I FSE DAMPER57. . : N 30-50 NF'. . . . : 0 WOODSTOVES. . : 0 GAS PRESSURE. . . : M 50+ HF'., . . . : 0 CI_D DRYERS. . : 0 NO. OF UNITS---------- AIR HANDLING UNITS O) HER UNITS. : 0 FURN < 1O0K RTU: 0 (- 10000 cfm : 0 CAS OUTLETS. : 0 FURN ) =1O0K BTU: 1 > 10000 cfm : 0 Remarks : Mechanical T1 Owner: ------------------------------------------------------------------------------- FEES PACTRUST type amoi_int by date recpt 15350 SW SEQUOIA PKWY PRMT t 33. 00 GED Q9/12/97 97-299168 STE :_100 P1_CK $ 8. 25 GEO 09/12/97 97-299168 T I GARD OR 9'7224 5F'CT $ 1. 65 GEO 09/j /97 97-299168 Phone #: Contractor : ----------------------------- PROTEMP n9SOCIATES TNC -------------- 807 NE COUCH —_ ---- f 42. 90 TOTAL PORT;_ANT) OR 97232 Phone #: —6911 Reg #. . : 000388 ------- REQUIRED INSPECTIONS ------ This pewit is issued subject to the regula}ions contained in the Gas Line I n s p Tiqard Municipal Code, State of Ore. Specialty Ccdes and all other Mechanical I n s p _ applicable laws. All work will be done in accordance with Heating Unt Insp approved plans. This ptr'_:: wiii expire if work is not started Misc. Inspection within I80 days of issuance, or if work is suspended for oore Final Inspection than 180 days. ATTENTION: Oregon law requires you to follow rules — adopted by the Oregon Utility Notification Center. Those rules are — set forth in OAR 952-001-0010 through NR 952-001-0080. You way - obtain copies of these rules or direct questions to DUNC by calling _ — ---- (503)246-9187. ---- �— f l s s t_i e Sys, t�� Permittee S; _`/ 4f++++++++++++++++++++++++++++++++.+.f.f.f..f.f+++++++++++++++++4•+f++++++++++++++++++ Call 639-4175 by 6:00 p. m. for inspections needed the next bo.isiness day +......................... !+++++++A-+++++++++t . +++++++++++++++..... 4++++++++++++++ Plan Check# )�� CITY OF'TIGARD Mechanical Permit Application Recd By ;� 13125 SW HALL BLVD. Commercial and Residential Date Recd -2-� TIGARD, OR 97223 Date!o P E. (503) 639-4171, X304 Date toDT Permit 0 Xll � Print or Type Called a - d Incomplete or illegible applications will not be accepted name of DeveloamentiProlect �_ Description - - 7 Ze _ Table 1A Mechanical Code CITY PRICE AMT Jot Street Address /(--71-1 suilea A) Permit Fee -0- -0- 100 Address oei on/ /fu5 /A,e6L eidga City/Slate Zip 1.) Furnace to 100,000 BTU S co 1 CO Oe 97201 including duds&vents ' Co Name for name of business) 2.i Furnace 100,000 BTLi+ 7.50 Owner i/c.7 including duds 8 vents Maung Address `� i�'CnO 31 Floor Furnace 6.00 U 5"') includin vent _ CiryrSlate Zip Poona 4) Suspended heater,wall heater 1 6.00 �7 ,,f1 -3/<_1 -t72?_ 3 - or ftoor mounted t.eatei Name(or name of busness) 5) Vent not includes'in appliance permit 3.00 Occupant Mailing Address 6.) Boder or comp,heat pump,air Gond. 6.00 to 3 HP;absorb unit to 100K BUT" (per CrtvrSi CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 PERMIT PERMIT #. . . . . . . : SWR97--0344 DATE ISSUED: 09/ 16/97 PARCEL.: 26 1 13AD--01800 S::TE ADDRESS. . . : 16748 SW 72ND AVE #B--16 SUBDIVISION. . . . : ROSEWOOD ACRE TRACTS ZONING: I—L BL-OCK. . . . . . . . . . LOT. . . . . . . . . . . . . . i1 JURISDICTION: TIG -------------------------------------------------------------------------------------- TE=NANT NAME. .. . . . :BURN OUT SPEC SPACE USA NO. . . . . . . . . . . FIXTURE UNITS. . . . 21 CL.ASS OF WORN,. . . :ALT DWELLING UN'-TS. . : 1 TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0 INSTALL T`!PE. . . . :BUSAR IMPERV SURFACE: 0 sf Remarks : RE: F'LM97--0353 Owner: __._.___----.---.------_._.__.___.___.----------- .__—_____—___-- FEES -- --- --__—__—_ PACTRUST type amoi_mt by date recpt 15350 SW SEQUOIA PKWY STE 300 PRMT $ 2200. 00 DRA 09/16/97 97-299288 PORTLAND OR 97224 Phone #: Contractor-: ------------------------------ OWNER ------------------------------------------ Ph c,n e #: f 2200. 00 TOTAL_ ------- REQUIRED INSPECTIONS -- --This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amo-lmt 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 latr..ral. _ ATTENTION: Oregon law requires you to follow rules adopted by ':he _ Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 though OAR 952-0001-9080. You may obtain copies of _ F- these rule or direct questions to UK by calling 15031246-1987. ~J ,1 s�.ied y : A41 d Permittee Signature J ........ ....t+++...............4.......... .+++.}+++++..... ...... ..........++ Call 639-4175 by 6:00 p. m. for an inspection needed the next bl-isiness day F..........+++t++++++++++++++++++++++++++++++++++++tt......++++++t++t++++t++++++ ' • Commercial 6uildin—ermit Application CLIV of rgaro 131;5 SW Mall al"L ngam.OR 17:23 13031 639-.}1 rt Jobsite Address:1 Q J �1�4t�' i`� G� .T c OFFICE USE ONLY A /�en3nt:�,�r '�`_',-• Suite I ��'" Planck/Rec. # Valuation: Permit Map&TL# :: ')wner: Aoorovals �esu�![ad ,ddress: ;Tanning Engineering o elephons: Other -antractor. Address: Type of constr. Telephone: Occupancy Class: :ontractor's License # Sprinkler? Yes No (attach copy of current Oregon licerse) Sq. Ft. Of Project: ontact name & telephone: chitect 8 Engineer: Story (1st, 2nd, etc.): Proposed Use: :ddress: Previous use: Note: Plumbing & mechanical plans must Iephone: — be submitted at time of building permit application. v -'B DESCRIPTION: m w (Applicant Signature & Telephone Number) eceived by: Date Received: -�:.�1T1 ::Cc ,CS7 •C�C-o 'ERMITX Account Oescnption Amount Amt Pd. Balance Oue Building Permit (BUILD) Plumbing Permit (PLUMB) Mechanical Permit (MECN) State Tax (TAX) Bldg. Plumb. Mech. Plan Check (PLANCK) Bldg. Plumb. Mech. Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Partes Dev Charge (PKSDC) Residential TIF (T1F-R) Mass Transit'm (T11F-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institt TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) Water Quanity (WQUANT) _ n Fire Life Safety (FLS) Erosion Cntrt Permit (ERPRMT) Z Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: I.',CCMTI CCC SCS„ 10196 L �� ;( Accumulative Sewer Tally Tenant Name: / JZ' /_ This SWR# C� 5 _ Address: This PLM#: (:3 0"5 S-3 Fixture Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Capped off value added# added #s total Count off its count value values Baptistry/Font 4 _ Bath-Tub/Shower 4 -Jacuzzi/Whirlpool _ 4 Car Wash-Each Stall^ 6 _ -Drive Through 16 f Cuspidor/Water Aspirator 1 _ Dishwasher-Commercial 4 -Domestic 2 _ Drinking Fountain 1 _ _Eye Wash 1 _ _Floor Drain/s' .. 2 inch 2 _ 3 inch _ 5 4 inch 6 Car Wash Drn 6 _ Garbage Disposal 16 _ Domestic(to 3/4 HP) Commerciai(to 5 HP) 32 _ Industrial(over 5 HP) _ 48 Ice Machine/Refrigerator Drains 1 _ Oil Se (Gas Station) 6 RNc.Vehicle Dump Station 16 Shower- Gan (Per Head) 1 _ Stall 2 Sink-Bar/Lavatory 2 r✓ _ _ Bradley 5 -77 _ Commercial 3 Service 3 Swimming Pool Filter 1 Washer-Clothes 6 Water Extractor 6 _ Water Closet-Toilet 6 <_ L Urinal 6 TOTALS Total fixture values: f T 7 vied by 16 HISTORY K�'v1�Q�, i('1 PLM# EDU# (,rl� SWR# U t (_ PLM# EDU# SWR# PLM# t• c-��'c EDU# L- SW L Uzi- PLty1# _ EDU# SWR# PLM# EDU# G SWR# PLM# ED_U# SWR# PLM# EDU# ,' --( / SWR# PLM# EDU# SWR# I\dsts�swrlaly doc CITY GF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT' #. . . . . . . : F'LM97-0353 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 DATE ISSUED: 09/24/97 PARCEL: 2S113AD-01800 SI—E 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 MATH. . . . . . : 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :F2 FLOOR DRAINS. . . . . . : 1 TRAPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 1 CATCH BASINS. . . . . . . : 0 FI) TURES--------------- LAUNDRY TRAYS. . . . . : Ih SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . . 1 URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . . 0 LAVATORIES. . . . : 2 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . : Q+ SEWER LINE (ft ) . . . : 0 WATER CLOSETS. : 2 .•TATER LINE (ft ) . . . : 0 DIEH14ASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 Remarks : Burned ol-it space. Re—pli.imb existing fixtl-fres. Add WC, .lav, and sink. Owner: -----•--------------------------- ------------------- FEES ---------------_ PACTRUST type amoi.int by date recpt 15350 SW SEQUOIA PKWY STE 300 PRMT $ 6.3. 00 B 09/24/97 97-299519 PORTLAND OR 97224 SPCT $ 3. 15 B 09/24/97 97-299519 Phone #: Contractor---------------------------------- DEANontrar_tor---------------------------------- DEAN WARREN PLUMBING 3111 SE 13TH PORTLAND OR 97202 --------------------------------------- Phone #: 236-4152" $ 66. 15 TOTAL. Reg #. . : 000001 ------- REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Rol.tgh—in Insp 'igard Municipal Code, State of Ore. Specialty Codes and all other PLM/Underf 1 oor i;ppl icable laws. All work will be done in accordance with Top—out Insp _ approved plans. This permit will expire if work is not started Mi sc. Inspection within 188 days of issuance, or if work is suspended for more Insp existing/ca _ than 18N days. ATTENTION: Oregon law requires you to follow rules Final Inspection adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-MI-NIO through OAA 952-MI-OW. You may obtain copies of these rules or direct questions to OUNC by calling (503)246-1987. Iss .ied By :. 1 Permittee 5i gnats-ire . +4-++++++++++++++.I•+++++•t+++++++++t+++++++4.+++++++++++++++++++++++++++++++++++++ Call. 639-417`i by 6:00 p. m, for an inspection needed the next business day ++++f++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++f+++++ CITY OF TIGARD Plumbing Application Recd By \ 3125 SW WALL BLVD. Commercial and Residential Cate Recd 20�" '1GARD, OR 97223 lime to P E '03) 639-4171 Cate to UST • -vt Related SWR - Print or Type a`I Incomplete or illegible applications will not be acce pted Coiled Name ar:evetopmenuProlect FIXTURES (individual) QTY PRICE AMT Job C ;q SL �� �% Sink � 9.00 7 7=' AddressJreet Aaaress .ISwte Lavatory ` - goo ' S L l� =� ruo or ruolshowet l.amo 900 a 119 Cdyr5t�te Shower Jnty 900-:p Name \ Water Closet 9.00 L 1 15�, ( Cr;hwasner I 900 Owner &,ailing address Sui1e Garoage Disposal 900 Washing Macnme 900 I C.1yr5tate "p Phone Flocr Drain 9 00 c c Name 9.00 4 9.00 _ Occupant &tailing address Suite Water Heater 9.00 laundry Room Tray 9.00 GtyrSlate Zip Phone Urinal 9.00 Name her Fixtures ISoeufyi 9.00 L 4,•i I v,A 2 F- L 6 Com- 9.00 Contractor Matting address Suite 9.00 I 9.00 IPnor to issuance Gt�rState ! Lo Phone ao nt must �.�� �� .'1 I'(1 '� ,' - � �__� 9.00 e aii Cregon Const Cant hoard Lic.0 Fxp Cafe 900 ac:ors �' 900 license Plumomg Lia.• Exp. Date Sewer- 1 sl 100' J0.00 nrormation (.^ f Sewer-each additional 100'Bu25.00 or CCT COT Business TaxtE row c tp Cate aatioasel I r� rly l �_� I Water Service 1st 100' J0 00 e_L Naam "ater Service-each adoitionai.00' 25 00 Architect Storm 3 Rain Crain 'st 100' 3000 Of "•citing address I Suite Storm—&Rain Drain•each additional tU0' 25.00 Mooile Home Space �- 25 00 ! Engineer C tyrSlate Zio Phone Commercial Baur F ow Prevention Cevice or Anti- I 25 00� Pollution Device �— =es,.^ce .vorit New : aerlition v -1,teration ,: Recai C P?sidential 9ack1cw O"eventidn Cevice- 'S 00 '0:e ocne ^esidertiat:� `von-resioenlial C I a,iy r3D Of'.":aSt9`!CI CJnneC'Ed 10 'iKtUre 9�� -cdit•onal description of wcrx f1L I Imo\ l �x j S Ti.4 I -arch Sas n —_ 9 00 (_t X TV, ►;.�5. �- � � �nsD or Existing um0ing I I a0 00 .4 nn /,-1 c- h c l4 s,N« oerfhr Soectady Requested inspection% 4 H 9�ating ase of I 0 OU � ILA Dtu!Cmg or"rocerty der.hr > — Pam Crain singe'am ry cwewng I 30 70 --cccsed use ofGrease Tracs Y I 9�0 cuuctrg or arooefty I!— QUANTITY TOTAL Ire .Ou -.acerng •novirg or reolac:ng any fixtures' Yes No � I Isametrc v-ser rnr2M s-e=vrtec f Cuan ry-:tat s *? r t/as see back of totTrtl - 'SUBTOTAL -J -'it,ecy acknow eage that'nave reac:ins Iopncatien thatthe nformation ,n s _drrect that I am•ne owrer jr authonzed agent of ane owner Ind 5% SURCHARGE -� Itdans st"Cr"Mea are - .0mcrtance .vith Cregon Slate Laws. of OwneriAgent I Date �eyuvPLAN REVIEW 25% OF SUBTOTAL r_ .nry f 1r Lre—i •:,ai s I Contact Person Name Phoria TOTAL / 'Minimum permit fee,s 525 - 5%surcnarge except Peatde tial 8 0 / I Prevertion Cevice ,vnic.i is 515•5%surcnarge i:'osts ptmapp doc 9x'98 LEASE COMPLETE AS APPROPRIATE TQ PROJECT: _Fixtures to be capped, moved or replaced Qty j I Sink • Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher j Garbage Disposal Washing Machine Floor Drain 2" 3" 4„ Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) OMMENTS REGARDING ABOVE: 4 Jh' CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION 13125 SW Hall Blvd,,Tigard,OR 97223 (503)639-4171 PERMIT PERMIT #. . . . . . . : SWR97-0344 DATE ISSUED: 09/16/97 SITE ADDRESS. . . : 16748 SW 72ND AVE #13-16 PARCEL: 25113AD-01800 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 sf Remarks : RE: PLM97-0353 Owner: ---- ------------------------------------------------- FEES -------------- PACTRUST type amount by date recpt 15350 SW SEQUOIA PKWY STE 300 PRMT f 2200. 00 DRA 09/ 16/97 97•-299288 PORTLAND OR 37`24 Phone #i Contractor: ------------------------------ OWNER ------------------------------------ Phone #: $ 2200. 00 TOTAL Eley #. . : This Applicant agrees to cooply with all the rules and regulations ------- REQUIRED I NSF'ECT 7 ONS ------- of the Unified Sewage Agency. The pewit expires 188 days froo _ the date issued. The total alount paid Mill be forfeited if the perait expires. The Agency does not guarantee the accuracy of the side ewer laterals. If the sewer is not located at the seasureeent given, the installer shall prospect 3 fret in all directions frus the distance given. If not so located, the installer shall purchase _ a 'Tap and Side Sewer' Pervit 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 9524*1-9818 throw h OAR 952-9881-98P8. You nay obtain copies of these rut or direct-questions to OUNC by calling 150246-1987. aceIssued y • Permittee Sigrature �1 .J +++'}t+++++++++++++++++++++++++++++++++++.....++++++.+++t...+...t++++.++++++++.++ Call 6379-4175 by 6:00 p. m. fnr an inspection needed the next business day +�+++.t+-1-....ttt+t+........ f t+tt+tt++++t++ttt.I•++ttt...... ....1--Ft++tt+tttt.... L� CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0633 13125 SW Hall Blvd., Tigard,OR 97223 (503)6394171 llATE ISSUED: 09/30/97 PARCEL: 2S113AD-01800 SITE ADDRESS. . . : 16748 SW 72ND AVE #B--16 SUBDIVISION. . . . :ROSEWOOD ACRE TRACTS ZONING: I—L BLOCK. . . . . . . . . . LO-(. . . . . . . . . . . . . :011 JURISDICTION: TIG Pro J ect Description: Add 2 services or feeders and 9 branch circuits --------------------------------- -------------------------------------------------- ---RESIDENTIAL UNIT----- ---TEMP SRVC/FEEDERS---- -----MISCELLANEOUS------ 1 000 SF OR LESS. . . . : 0 0 — 200 amp. . . . . . . . 0 PUMP/IRRIGATION. . . . : 0 EACH HDD' L 500SF. . . : 0 201 — 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 — 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : (A ------SERVICE/FEEDER------ ----bRANCH CIRCUITS------ ---ADD' L INSPECTIONS--- V1 NSPECTIONS--- - — W/SERVICE OR FEEDER: 9 PER INSPECTION. . . . : 0 00 amp. . . . . . . L '01 — 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 — 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 — 1000 amp. . . . . : 0 -------------------PLAN REVIEW 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 amoi.tnt by date recpt 1.6700 SW 72ND PRMT $ 52. 50 FEO 07/15/97 97-297122 TIGARD OR 97223 5PCT $ 8. 25 DEO 09/30/97 97-299636 PRMT $ 112. 50 GEO 09/30/97 97-4=99636 Phone #: Cont;r^actor: ------_—.-.------------------.---_—_—_.----_—_---_—____ _---- _—___ $ 173. 25 TOTAL ------- REQUIRED INSPECTIONS -- — Ceiling Cover Elect' l Service 1 ,�irtnp #: Wall Cover Elect' 1 Final This [,r°rnit is issued subject to the regulations contained in the Tigard Municipal Code, St,ite of Oregon Specialty Codes and all other applicable laws. All work will be done n accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than 188 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-881-818 through OAR 952-41-1987. You nay obtain a copy of these rules or direct questions to OUNC by calling\t563 6-1987. (',.rmittee Siynati_irt { Isso_ied �y : / Z—�L'------ ----------------------------OWNER ----------------------------OWNER INSTALLATION ONL'e---- -------- ------___ w The installation is being made on property I own which is not intended for sale, ) ease, or rent. OWNERI S SIGNATURE: DATE: ------------------------CONTRACTOR INSTALLATION ONLY-----•---------------------- w SIGNATURE OF SUF'R. ELEC' N: O DATE: LICENSE NO: ++++++++++++++++++++•++++++++++++.++++++•++.++++•+++++++++++++++++++++++++++++++++ Call 639-4175 by 6:00 p. m. for an inspection needed the next bl-(siness clay CITY OF TIGARD PERMIT A DEVELOPMENT SERVICES PERMIT BUILDING#. . . . . . . : BUP,97­0139 13125 SIN Hall Blvd., Tigard, OR 97223 (503)639.4171 DATE ISSUED: 06/02/97 PARCEL: 2SI13AD-01800 SITE ADDRESS. . . : 16748 SW 721ND AVE #B-16 ,SUBDIVISION. . . . : ROSEWOOD ACRE TRACTS ZONING: i—L BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : 11 JURISDICTION:TIG ——-------------------------------------------------------------------------------------- REISSUE: FLOOR EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :ALT FIRST. . . . : 8870 si' N: S: E: W: TYPE OF U3E. . . :COM SECOND. . . : 0 S f PROTECT OFTEN INGS?------------- TYPE OF CONST. :5N . . . . 0 sf N: S: E: W: OCCUPANCY GRP1. :F2 TOTAL--------: 8870 sf ROOF CONST: FIRE RET? : 9CCUPIANCY LOAD: 48 BASEMENT. : 0 sf AREA SEP. RATED:2HR GTOR. : I HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT'): MEZZ? : REOD SETBACKS--------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft F I R SPIKL:N SMOI-/% DET. N DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR AL.RMiN HNDIC.-1 Pr,C:Y L'7DRMS: 0 BATHS. 0 IMP, SURFACE: 0 PRO CORR:N PARKING': 0 VAL.1-JE. $ : 170300 Rern ar-ks : Burn out repair, Not' NW Rubber Extruders "NO OCCUPANT CERT' oust have T1 'his is for the repair of the building only Owner-: FEES --------------- PACTRUST type amoi-int by date r-ecpt 15.350 SW SEQUOIA PKWY STE 300 PLCK $ 0. 00 DRA 03/21/r'7 97-292116 PORTLAND OR 97224 FIRE $ 0. 00 DRA 03/21/97 97-292116 PIRMT $ 610. 50 GEO 06/02/97 97-295334 Pt-,one #: 624--6300 5PCT $ 30. 53 GEO 06/02/97 97-295334 PLCK $ 396. 83 Contr-actoir-: FIRE $ 244. _20 H L GREEN 15350 SW SEQUOIA BLVD STE 300 TIGARD OR 97224 Plione #: 624-7717 $ 1282. 06 TOTAL Reg #. . : 000413 REQUIRED INSPECTIONS T',is permit is issued tunject to the regulations contained in the Str-i-ic Steel Insp Tig&,d Municipal Code, State of Ore. Specialty Codes and all other Reinf Steel Insp applicable laws. All work will be done in accordance with Tilt—i.tp P1nl Insp approved plans. This permit will expire if work is not started Framing Insp within 180 days of issuance, or if work is suspended for more Roof n a i lng Insp than 180 days. 51-ieat- Wall Insrs Firewall Insp Gyp Board Insp Si..tsp Ceilng Insp 1 ,P1 Mittee Sig 7iti-tr-e : Reinforced conev- Br' ts in concr-et T - si_ied By : Stri-tcti.ir-al weldi Call for- inspection — 639-4175 C0174bercial Fixilding Permit��cati�on City of Tjgard V G 131.25 SW Nall Blvd. Tigard, OR 97223 (503) P39-4171 v Jobsite Address Nr q Office Use Only 75 Q Tenant: Suite# Valuation: L� i G' L i Planck/Rec Permit# Owner: Map & TL # ,a � � 14 0— 1 h� Address: 15? O SW. 56L��w lA PacRK1NAY�J[f6 Approvals Require Sop C'OtZT1.�1�1Z� OR-E�C�ot�1 9'7 2"L'`� Planning Phone: �jo3 Engineering . A1414 Other Contractor: Address: Type of const: (� Phone: Occupancy class. Z��Z• Contractor's License # Sprinklered? Yes No (attach copy of crrrent Oregon license) SG. ft. of project: 8g`1C Contact name & phone: Story (1st, 2nd, etc.) 5T Proposed use: SPEL apPrte�wAy-Etto�SE Arch itecUEnglneer: 6-R,CUP MAC,,F�27AFI Previous use: ����. Opt, /v�[Age Oto. Address: _O(o`�U 5.1r(. t�Nc.Roi=T ST Note: Plumbing & mechanical plans f''ofZTI, ID btz�c�ot� �72U� - CaD?j`� must be submitted at time of Phone: L�U3 ) building permit application. _ , 2�{_- `�5(pp J JOE3 DESCRIPTION: p�.c�c I M jL__ "T , 1 4L 1, �z, z c �- G` IU Applicant Si ure & Pho a number N� received b _ �'�''�-Q(�'�1 Date Received: "'�� Perm!t# Account De�ption amount 0mL Pd. Bal. Due \ Bldg. Permit (BUILD) r ���. 0— 6 Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) lz Bldg: Plumb: Mach: Plan Check (PLANCK) �` Bldg: 1 Plurrb: Mach: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSiDC) Residential TIF 01F-R) Mass Transit TIF (T1F4VM Commercial TIF (TIF-C) _ Industrial TIF (TIF-I) Institutional TIF (TIF-IS) Office TIF (TIF-O) _ Water Quality (WQUAL) Water Quantity (WQUANT) — Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erasion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: � +►� Lat. �.. 5 April 7, 1997 Group Mackenzie CITY OF TIGARD 0690 SW Bancroft Street OREGON Portland, OR 97201-0039 RE: Pactrust Building (Bum Out) Building Plan Review 16735116748 SW 72nd Avenue PCM 3-73c BUPM 97-0139 y Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other appiicable codes and standards. The following comments are noted: �. .' Mr.my WEE �{. 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]. At Provide a privacy lock and an"occupied' indicator[OSSC, Section 1108.2.21. 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" above finished floor. Finish, color, Braille characters and pictorial symbol signage shall comply with accessible requirements of OSSC, Section 1109.15 2. Cys T e occupied load of the larger tenant area could be as much as 34 occupants. �A. Prcvide two (2) restrooms accessible to persons with disabilities [OSSC, / Appendix 29). Two exits are requ;red fmm the !arger tenant area. 1111 \ A. All required exitr. shall be constructed providing accessible means of egress in the same number a�, required for exits required by OSSC, Chapter 10, Table 1-A for persons with disabilities. 'g. If an area of rescue assistance is to be located at the second exit, provide all requirements of OSSC, Section 1107.2. A door that swings into an accessible restroom shall not encroach into the required floor space of any fixture[OSSC, Section 1109.10.2). P. Provide required clear floor space for lavatories. 13125 SW Hall Blv, i., Tigard, OR ^7"73 (503) 639-4171 TDD (50.3)684-2772 Pactrust Building (Burn Out) Building Plan Review PC#: 3-73c BUP#: 97-0139 Page#2 S Signage for the accessible parking spaces shall be mounted 7' above finish grade. Van accessible parking shall have an additional sign marked"Van Accessible." 1 ERG i W4 ��dc^ 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, anti 5a through 5c m the April 1, 1996 Revised Oregon Energy Code. 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 shading coefficient of.57. A. Provide shading coefficient and the U-factor 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 insulation atop the suspended ceiling. v�. A. Suspended ceilings shall not be used to separate conditioned space from Sri 44,1 unconditioned space[OSSC, Section 1312.1.2.1). r � � � B. As designed, attic ventilation wo-Ald be required. Submit a revised, complying �� lid design. (1. ) The two-hour area separation wall shall teaninate 30' above the roof [OSSC, Section 504.8.4]. A. The area separation wall may terminate at the underside of the roof sheathing with a five foot lay-back on each side of the wall only when the framing elements of the roof are parallel with the wall. Detail 7/A8.1 does not comply as the stnictural element(Pullin, not shown) Is perpendicular to the wall. NWhen two or more exits are required, intemally lighted exits signs shall be provided [OSSC, Section 10131. Clearly indicate sign locations on the electrical floor plan and provide that E sheet in+ne revised plans. J A. Provide secondary power to one lamp in each fixture[OSSC, Section 1013.4). U B. Exit signs shall incorporate an intemally illuminated international symbol of access [OSSC, Section 1108.4.12.11. 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 Page #3 d. Provide a key box(Knox)mounted to the exterior wall 10'above finish grade and adjacent to the right 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. �q. 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). 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 903.31. 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 Griffith Dr. (P.O. Box 4755) Beaverton, OR 97076 (Ph. 526-2469), and return a copy to the City of Tigard, attn. Plans Examiner. Notel These documents shall be on file before a building permit will be 13suec, 6. Provide the Ulowing inform:tion for each tenant space: A. Type ar d quantities of flammable and combustible liquids on site. B. Storage layout anJ height of storage. C. Descripticn of products being manufactured and commodity classification of raw and finished product.. / Suspended acoustical ceiling systems shall comply with the following: A. Be anchored to resist lateral seismic forces [OSSC, Section 1630.2 and Table 16-01 and provide suspension wires not smaller tha,i No. 12 gauge spaced at 4' O/C, perimeter wires on terminal ends of cross ano main runners at a maximum of 8'from each wall, four No. 12 gauge wires splayed 90 degrees from each other a 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 comer of tho fixtures; and D. Lighting fixtures shall have two Nn. 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. i. Provide details in the revised plans. Complete the enclosed Structural Special Inspection form designating an Approved Testing Laboratory[Line B]and signed by the owner of the project[Line D]. 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 during construction. C. A final signed report must be on file before an occupancy certificate will be issued [OSSC, Section 1701.3]. a Toilet rooms shall be provided with an openable exterior window of not less than 3 sq. ft or a mechanically operated exhaust system capable of exhausting 50 CFM for each water closet or urinal installed [OSSC, Section 1202.2.5). k Provide the specifications on the revised plans. ��✓ 1� Submit a mechanical permit application and three(3) sets of plans and specificatiuns. 11A. 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 [GMSC, 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 GMSC, Section 304.41. Please submit four copies of revised submittal documents and a letter indicating your response to the above comments for review. Pleasr; call me at (503) 639A171 if you have any questions. ZsInelyLD LL' nk S EXAMINER Enclosure x G R 0 U P --- — �, s} MACKENZIE April 23, 1997 City of Tigard Attention: Jim Funk 13125 SW Hall Boulevard Tigard,OR 97223-8199 Re: PacTrust Building#16(Burn Out) M W 16735/ 16748 SW 72nd Avenue (PC#3-73c BUP#97-0139) N Group Mackenzie Project#297057 P � o Dear Jim: The following arc responses to your plan check sheet of April 7, 1997. Attached are the revised plans ° as noted below, along with a signed inspection form. I have duplicated your format for the responses. V T M E a n Access) Illt co a 1. A& B: See Keynotes 10 and 1 I on Sheet A8.1. V 2. The end tenant space is 5916 SF. Table 29A lists office spaces at a rate of 1 per 200 SF ° (=5 people)and Group F and 1 per 2000 SF(=3 people). Footnote#3 allows for a V a� unisex toilet room when the occupancy is less than 10,and we only have 8. N 3. A& B: The front entry is accessible,with the back exit having an arca of rescue. New Keynote#19 on Sheet A2.1 and Detail 8/A8.2 calls out the requirements. � .' The door swing has been changed on the west room,and the cast restroom enlarged to allow sink cic ar space. See revised restroom plans on Sheet A8.1. Group Mackenzie, Incorporated f This note has been added to the site plan on Sheet T1.0. i- " F.nera J Grnup 1. & 2. Energy calculations will be provided by the bid-selected mechanical subcontractor prior to Mc.ckent;le occupanL_ hermit. Lngineering. 11' Incorporated . Overhead Door Specification Section 08360 is changed to show minimum R-5 insulation. J The only rated door is at Grid A-10 and is now noted on Sheet A2.1. f ngineerinu 1 lrarivRnrlohnn �4 The glazing is PPG Sun-atc 500 Btonz.c with a shading coefficient of.52,U=0.39. Plnrronq Th.hngIllon of 5. A& B: Section 1312.1.2.1, Exception#2,allows separation from freeze protected spaces. Mockintie alneeringand /Last •� 1 '�'. •1/ ( ,f'ii� R (� t/✓.c J( ' 1 /l MocRen:le/Salto ,ontlnues. F\WPDATA\97-04\97057\2JI.1 KC Jim Funk Project Number 297057 ' April 23, 1997 l al Page 2 r d t / 1� Fire& Life Safety 1; The purlins on Detail 7/A8.1 arc noted as wrapped with 5/8"type X gypsum board from l/ glu-lam to glu-lam for their fire protection. A& B: Exit signs nu,rd on new Sheet A2.2. Knox box noted now on Sheet A2.1,Keynote 21. tiSee new Keynote#14 on Sheet A2.1. �5. Fire flow/hydrant flow worksheets have been recently submitted. C6) The 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. lructural '. A-E: The new Detail 4/A4.1 addresses the ceiling supports. M �. The structural special inspection form is attached. �. A ventilation note was added to Sheet A2.1, 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,p!ease call me. r �- Sincerely, ca David L. Williams DLW/kc Enclosures F IWPDATA197-04\97057\231.1 KC Sent by: GROUP MACKENZIE 5032281285; 04/04/97 14:54; Jeffi C ##54; Pagc 1 ACKE NZi E GR Own sw a eneRpfTaillstTl�o t evo 19 0 PoaTwro.oa Vw TEL SR1.ae9070•IST GRP�iUCtLCOM a FAX SOIM.12111i FAX COVER SHEET Date: .. . ."T.(./4. /17. . . . . . . . . . . . . . .... , Project Number - . .. . . Company: qjl 7. (?470 ✓-7. . . . . .. . FAX y" 7a�7 .. , . . . , . . C V - Project Name: t�1 r� '. . . L�✓>J 1 . . . �l.t� oA�to e x.b447*< - Descriptiort: fel �A� ':�� , . . s. ../ i! f`'�� G✓�� From: . . .. . . .? Comments or Special Instructions: l AJFv . . �rt-Q:QJ S. .. .. . . .... .. . . . . . . . . . . . . . . . . . . G�,► (/t:FC.U .!� . . _1.+'�.. . .' ... rte' . . . . . . . . . . . . . . . . . Nw o'�. 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If the resder at this massage is not the intended redpient,this:sM*5 u nodAcstlon that any reading, disclosure,copying,distrehudon,of IN taking of any action In rellanee an the contorts of this oew wAiation Is tt1;1dy Prohibited- K'his transmission was raolved in error.Immedlstey notify us at SOV224-9570 to arrange for mt un of ft original hotmUe. 0 wo� iiiiiisoonmi�i' uCiiiiiii'a'ICi"ii� U ONE 1 311111 oilIINIIIr1 INNER I INURE In fill ME all1 11111111 111 1 1 i llll� u N s Sent by: GROUP MACKENZIE 50. 281285; 04!04/97 14:55; jfix #54; Page 4/5 04/04 13:55 1997 FROM: 5036201058 TO: 5032'e161285 PAGE: 4 DELTA FIRE Fax:5036201058 ;: .r 4 '97 14:33 P.04 Tualatin Valley Fire & Rte¢ — - and Rev, 1 �4 Beaverton Fre Depaftc nt ass S.W.01ife ar. ?A&X rus l�+nrw.ole Ti07i c� q Fejt s6-204 WORK ROM t To IM Us® WrM F=FWW cALCULArmx Qmucnroms 1) &ulditfE RaMC Fly rm�c Rsa Qmy 2) Address: cky/co 3) Type of Socvctur= (check I a=) D� 11-N,��.N rogw' Vtju`flour 13 V-N.. Ulm I'd LRS W=pW loot tm of by UBC SWdQn X"lvaaW, 10 I+WIIs'acusvg 4f owad efned gyMqaad►. tYknetnaudvt flow� ra ; ; ; thea 3) Ifutwf j 1*6 Flow am. r o (Sea Pira Fl" Calcuhboa — --6.0m,VPC Trbk A-M A-1 d)' mate �- asooX�'.3 upw4ys v� - .r6, jteq W ]rine plow OU in lin$q b Maniple mac►8l; 0=0pamy ooz aq Ps + --._blot ,q ft f �BAtfi O=upwcy_ _.._._am sq R —�----est jq t! _ ft�%BA Y.� eae sq j ---..bid& sq R = SBA occuwcy -- etas sq it _—S11A �? O=wjcy x p1mr! i BA X EPm BFT X (aa FFfifit * ILA X �B�X S BA X !pati UP X` (aee '" FF a�8FF X (vac ISO . (Fill in Linc 4 --'SAI. —,,, ,'Pnr by: GROUP MACKENZIE 5032281285; 04/04/97 14:56; fetfiX #54; Page 5/5 04/04 13:58 1997 FROM: 50362.01058 T0: 50322812a5 PAGF: 5 DELTA FIRE Fax:5036201058 _ .Rpt .n_9? _ 14=34 P.05 RegUuW F',ue Flow .. _ . wa;k sboc PIS*2 9) Total Raquired pore flow: � 3r� � 1462.3 �- 9) +diad itequiral Fire Flog; (Use only ane of lines a. b, or c) L MuLapiy We S by 75% for&a Me glum b• Maid*Linc I by$05 dor einem dn>dtr ac �F lun�ectlort or Mul41Y Lire 8 by X for aentral atadon w promcfw 1.462.3 Aervised autbrRatie spelrUeter 10) A,vaU"Fire plawa. 11929, � 2 - 1 �• ti r. t Round off nuarbeM m mires Whole tt Budding Area ttt Me 1°1ow tepid'. Apartrrteat butdutf vilb UMNTYPV-N faout &$.000 m lCx. t-0QitlL! alp i4� fere, AFRI � 3,000 ip�ea 3,500'sq�t�t foe,.meqApvvWg >l,300 e,so�0 ooc aq a = u,0tio b> g*it 73 X BA GMSN 3,500 oa sq Q + 12.= Wi j4 it ';34 i RA 71 X (all) X 3,000 VM W3 X 1.0(0110 fic) • a,130 rs Total squired Fire Flout -ne requirni :fir= flow of this buMU is Stag MU TOW separation u�11; (sae)rim Prtmdoa Ocdinanae Ste_ 1� or VI=F]o aitha alta InsnC.ri01u. FS. 3 Sat. l aam cdMiadon one et'the u,00rrratto Pl3'mC � UBC See 5ZM weld pend b be insGlkd or one a the uhU �rtn7dtr of mewl station arpetASW ahrm a}'ftm (xx!Fut uw�cs Soc ?3E or Fee Plow Cala 4don Iastrucdona„ k 7 Set. S 'Y also yiPP►�e the grpe of eoagrtc m ne time (�)• One flow it greater than &%W-14te bre f'la�w. aDP�iau an true if raquired fim 1. If sirlQ2t occupuX.7, hazard, placs 0sve r an lain& a. It multiple occupancy hatard, stip to line i4a. When wtltlyle ccc are honed within a single fire flow area, �� haaards shall De ract•orad oq,c to t6s Tttiaa vL f the build rig Cine rjow eect:panci'ae. Tach portion of tb- loaf areas housing various °C�np&?1cy hacard shall " nrultlpliedibylthef occupanflowcy for a grand then added together to product a r Va Q7f factor and aQuired firs flow. u flQftlq !s This intoraation i� available bu .from the .tire district �rnleas the ie a nevlr daysloped R"a or installed. 2t the latter new tits "ins ars to be J the case, please JPVOvtds enfin&ersd �1tvlstion& �oYirtp' esti flfitaA !love for the area. CITY OF TIGARD DEVELOPMENT SERVICES BUILDING PERMIT PERMIT #. . . . . . . : RUP97-12.1306 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 07/10/97 PARCEL: 2SI. I.3AD--01800 SITE ADDRESS. . . . 16748 SW *72ND AVE #B-1.E. �')UPDIVISION. . . . : ROSEWOOD ACRE TRACTS ZONING: I--L BLOCK. . . . . . . . . . .. 1-01.. . . . . . . . . . . . . : 11 JURISDICTION:TIG REISSUE: FLOOR AREAS---------.,--- EXTERIOR WALL CONSTRUCTION- CLASS OF WORN,. :FPS FIRST. . . . : !�60 -if N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : eKOO -�f PROTECT TYPE OF CONST. .3N . . . : N: S: E: W: - OCCUPANCY GRF,. :F;:. TOTAL---- 1,4,000 ,sf ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. : V.1 i sf AREA SEP. RATED:2HR STOR. : 0 11T: 0 ft GARAGE. . . : . 0 s OCCU SEP. RATED: BSMT?: MEZZ') : REDD SETBACi/,F:)---'--L------ REbUIRED---------------------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGIAT: 0 ft FIR SPKL:Y SMOI1 DET. . . DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR AL.RM:Y HNDICP ACC: BEDRMS: 0 BATHS: 0 IMP SURFACE: ILI PRO CORR: PARKING: 0 VALUE. $ : 4101. 1 Pefnav-l�s : Fire suppression system - An Alarm and Monitoring system is required for this space - Delta has advised this will be completed by others - DO NOT ISSUE A FINAL INSPECTION FOR THIS BUP, UNTIL AN APPLICATION FOR THIS MONITORING/ALARMS SYSTEM IS ISSUED - Bob P F)Wrler-: FEES --------------- 1-,A(-',TRLJST type 8MOIAnt by date r-e(--pt 1.5350 SW SEQUOIA PKWY FIRMT $ 0. 00 DRA 06/1.2/97 97-295854 STE 300 FIRE $ 0. 00 DRA 0(.--,/ 1.2/97 97-2195854 PORTLAND OR 97224 5PCT $ 0. 00 DRA 06/12/97 97-295854 r-,i-ione #: 624-6300 P R MT $ 2,47. 00 FIRE $ 98. 80 (:'011ty-actcit-: 5PCT $ 12. 35 DELTA FIRE INC 14795 SW 72ND AVENUE TIGARD OR 97224 ---------------------- ),110ne (:"20--4020 $ 358. 15 TOTAL Rey k-00641. -------- REOUTRED INSPECTIONS This permit is iss,)ed subject to the regulations contained in the Sprinkler Roi-tgh- Tigard Municipal Ccde, State of Ore. Specialty Codes and all other Spit-i.nklet, Final applicable laws. fill work will be done in accordance With to approved plans, This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in DAR 952-001-0016 through OAR 952-00101987. C-D LL) I You many obtain a copy of these rules or direct questions to OUNC -J by calling (503)E46-1987. Ppt,ipittee SigTi,:kti-tr,P ed By +4..........4-+4........ ............ ................4..................+++++4 f f Call 639-4175 by 6:00 p. m. for an itispecticiti needed the next business day ... 4......f++4...........4+4++4........................T T T T T..T.T T........... Fire Protection Permit Application Plan Check � •Y i�F TIGARD Commercial or Residential Recd By 125 SW 1-IAI-1- BLVD, /� ! � - Date Recd -7 3ARD, OR 97223 i� Forint or Type oats to P.E. (O - )3) 634-41.71 Ext 304 Incomplete or illegible applications will not be accepted Date to DST Permit e �__Q_ Called —' - Name of Development PProleci Type of System(Complete A or 8 as applicable) Job er o 55� r�- �!' ►�� Address Add ss A.) Sprinkler Wet {a Dry ❑ LNstandpipes meOwner ling AddressHazard Group ss Additional 3� S-I.rJ• S' «i��w��' k' Information Density Zip Phone Name Design Area fl tL C, r Q f )cc,-,;I;-,It Maihm6 4ddn•t• K.Factor L�- Lrb Cltytsta zip Phone Sprinkler Project Valuation SLI-1 I I o0 r4 -J COT Buse ess Tax or Metro a Exp.Date B.) Fire Alarm :ontractor Name Submittal Shall Include Battery Calculations YES❑ Individual Component YES ;Sprinkler or Mailing Address Cl Alarm " AVE' Cut Sheets Company) cityistateZip Phone Fire Alarm Project Valuation $ C, -12_7- "' -407-0 Attach Copy state onst.cont.Board Lice Exp.Date Project Valuation Subtotal(A or B) a o of Le 1-1 - 2-` 09 ��oil Current COT Business Tax or Metro a Exp.Date Permit fee. based on valuation $ c,a Licenses 7ct2-c? !jee chart on back) N v C 5%Surcharge $ l 2 • � 7 .Arch`tect M ding Addregs4 FLS Plan Review 40%of Subtotal $ w �(� v a �nCr O ���, _ _ 9 �6 . Ci iState � )Ip Phone22 C / .( _ I'I s C C l TOTAL $1 — :escnbe work A.)New O AdditnrbQ__ Alteration la_ Repair O PIANS MUST BE SU9IWTTED,appweo am a perrrM issued prior to installation. .o be dane: Three set of pion ane sib dM(and vw]nfy ffmi required whits shows loeaflon of nearest Cant. B.) Basement O HoodNent O Spray Booth O 1 here"&Ckn0VAWg6 MM I nave reap this appoMoon mat ore nrtxrineol green is Complete O Partial O Ex rtway O oonaet,mat 1 am Tw owner or aanarued"em of the"ner,arrf mat plans sutxntted _ r am in rlrhnrla"whh Orw.xn SMEs taw! ',dditicnai Descnpucn of Work: Signature of Owner/Agerrt Date CirJ A.)In Existing Bui0TgJF New Building p Contact Person Name Phone Building & �c.r 4���S CO2 v - q oZb Data B.) CommeroaLA Residential a FOR OFFICE USE ONLY: Plat 0 WPM*. No.of stones: _ Sq.Ft Notes OcwoanFy Class r r Const on - .\hresupr dr c Hydraulics Summary Sheet DELTA FIRE, INC. Designer: ANDY CARTALES 14795 SW 72ND AVENUE Calc By: STEVE CARTALES PORTLAND, OREGON Date: 7/97 (503)620-4020 i I Project Information � I Hydraulics Information OREGON BUSINESS PARK 16735 SW 72ND AVENUE Demand... TIGARD, OR Spr Req'd Pres: S7.Se PSI Spr Req'd Flow- 947.64 GPM Add'I Flows: 100.00 GPM Hose at Srce: 400.00 GPM Contract No: 97-9999 Total Flow: 1447.64 GPM Building: #16 Total Pres: 58.2S PSI System ID: OREGON BUSINESS PARK Sta,ic Elev: 0.00 Ft Ref. Drawing No: 1 8 2 OF 2 I Construction: COMBUSTIBLE: Supply... Water Flow Test Occupancy: UNSPECIFIED USE Matic: 97.00 PSI Authority: TIGARD Residual: 87.00 PSI � -- -_- _ - Oty Flowing: 3962.00 GPM - - - - _ - - — -- - Elevation: 0.00 Ft System Information System Type: WET GRID Date: Time: By: _Hydraulics Design Criteria_ i _Pump Data Density: .30 GPM/SgFt Rater' j.0 PSI@ 0.0 GPM Remote Area: 3000 SgFt boost Pres: (NA) PSI Sprinkler Coverage: 100 SaFt Discharge Pres: (NA) PSI Design Standard: NFPA 013 Discharge Flow: (NA) GPM Hazard: EXTRA Combined Figure: 5-2.3 Curve: 3 Static: (NA) PSI Residual: (NA) PSI _Sprinklers I Nc2zles__. Qty Flown �: (NA) GPM � Manufacturer: RELIABLE Model: G Available... Size: 17/32 P) 95. 45 PSI@ 1447.64 GPM K-Factor: 8.20 F) 58. 2S PSI@ 8233.95 GPM Temp. Rating: 212 Commodity Storage_ Commodity: Strg Meth: Margin... Class: I-ocation: Pressure: 37.20 PSI Area: Aisle Wid: Flow: 6786. 31 GPM Storage Ht: Solid Piled% Palletized° Sigma Dynamics Corporation _Racks 7700 Summary Sheet Rack Type: Encapsulation? Horizontal Barriers: Flue Spacing Longitudinal: Transverse: MAR-24--97 MON 18:26 u17000 MACKENZIE FAX N0. 5032281285 F. 04/04 CITY OF TIGA.RD, OREGON Hydrant Flow Test Report Location: SW 72nd Avenue Date 4-4-97 Teat ConductedBy:�ihard Sattler Time 9:07 a.m. ReprescntattVe 01:_ Ti Qard Water District Witness: Andy, Cartales, CJ Carlile, Eric McMullen (Tualatin Valley Fire « Rescue) State purpose often: Fire Flow Work Sheet Coasamption rete during test:_ pump@ used in teat Yes( ) No( ) How many? Hydrantflows: All 3962 MZ� �A/3 A/4 Nozrle Side: 4-1/2 Pitot Readiv.53 __ Discharge CoeMcient: -.90 Static: H9 ; Residual: H aZ wi Projected results 20 psi residual 11929 —m or@_ psi Residual gpm Remarks; L4xatlotl map: Show Une sizes and distance to nest cross coanetud Ilse.Show vah•es and hydrant branch skm. Indictee r l TEF),lbow towing hydraats-Labels All-A/2-Ara A/4,show locadm d leads and r+eildual-Gabes 'B' u it I f t he ritwg(,�iQa >E3utl�inQ t nt."TUK- P e nswims 13_ 1 AN TS rd rqnn4",;,3 • X03 639 X37 l _ o s V D June 26, 1997 Delta Fire, Inc. •1UN J i9y` CITY OF TIGARD 14795 SW 72nd OREGONTigard, OR. 97229 CELTA Fir,, RE: Oregon Business Park PC#6-30C 16748 SW 72nd BUP#97-0306 Dear Applicant: Your request or 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 Applicatiun 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. ;lincerely, o ,ert D. Poskin, CBO Plans Examiner 13125 SW Hall Blvd.. Tigard, OIC 97223 (503)639-4171 TDD (503) 684-2772 — 4 DELTZ FIRE , INC. 14795503/620-4020•.PAX 503/620-1058 ORTLAND, OR 224 July 1, 1997 City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 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. %A n:; 4. Pactrust Inc. will be providing monitoring system. We frust this information is to your satisfaction and will be able to proceed with the permit process. Please feel free to call, if you have any further questions. Sincerely, v- H- J r-y G� Andy Cartaies J AC/ms FIRE PROTECTION CONTRACTORS Fire Protection Permit Applieaticn Plan Check Y.DF TIGARD Commercial or Residential Recd By_--k–),A 125 SIN HALL BLVD. Date Recd ~i BARD, OR 97223 Print or Type Date to P.E. (e, ,3) 6394171 Ext. 304 Incomplete or illegible applications will not be accepted Date to DST Permit x Fzl1 ` i" ` C 721) Called Name of Developmenu Project Type of System (Complete A or B as applicable) Job c- o 1 1C Address Add ss A..) Sprinkler Wet cry O Name Standpipes -C' �r y�- owner Mailing Address Additional Hazard Group ),5- 3-.;u 5,W.Six u'%a i••. �� � �' City/state p Phone Information ry — ' � Z I / h -l.` Wit. _ Name _ Design Area .,�r,� , . � � , �r I� a• K.FaCOf )ccupan` Mallin Address '57 ,, � 'h L, t C�, a n i Cityrsta. Zip Phone Spnnkler Project Valuation $ o� -( :nr4, (,%? ' 1zj 11 �yI COT Busi esh s Tau or Matro K Exp. Date B.) Fire Alarm .;antractor Name Submittal Shall Include Battery Calculations YES C] , i, I--�2L.' i .+, Sprinkler or Mailing Address Individual Component YES p Alarm -)2-" t l/ Cut Sheets Company) City/State Zip Phone Fire Alarm Project Valuation $ Attach Copy State CTunst-Cont. Board Lic.0 Exp.Date Project Valuation Subtotal (A or B) $ of it " `I`� I CII CLhrnsnt COT Business Tax or Metro 0 Exp.Date Permit fee based on valuation $ Licenses c I t rti _ (see chart on back) _ Name 5% Surcharge $ _ Architect Mailing Address FLS Plan Review 40% of Subtotal Chtylstate Zip I Phone TOTAL $ ;j 12r,57/4 Tscnbe work A.)New O Addition40 Ai•ention Q Repair O PLANS MUST BE SUBMITTED.approved and a pemrt awed pnor to ins o be done: Three sets of plans and site plan(and vicinity map)mgtwr>"x!which shows khcalkn of nearest Pyydrznt 1 a.) Basement O Hood/Vent O Spray Booth O 1 Ihereoy acknowheogs that I have read this allocation.mat rhe mtonnaoon given is Complete O Partial O Exitway O correct that I am the owner or wthorued agent of the owner,and that plans submitted are in compliance with Oregon State laws. dditional Description of Work: Signature of Owner/Agent Date i rt e 1 L A.)In Existing Budding p New Building ❑ Contact Person Name Phone Building ~ Data B.) Commercial p Residential ❑ 1 U Q0-Z O -- FOR OFFICE USE ONLY: Plat ax MaplTLP No.of stones: LD I Sq Ft // Notes Occupancy Class Type of Construr–lion 'firesupr doc _ _ CITY OF TIGARD BUILDING PERMIT FEES _ TOTAL VALUATICN PERMIT FLS RE VIEW STC BUILDING PERMIT Or PROJECT FEES (40%) (65%) 5% FEES 1-1,5c0 25.00 10.00 16.25 1.25 52.50 1,501-1,5CCI 25.50 10.50 17.23 1,33 1,601-1,700 55.60 X8.00 11.20 18.20 1.40 58.80 1.701-1,3CO 29.50 11.80 19.18 1.48 61.96 1,801-1,900 31.00 ',2.40 20.15 1.55 65.10 1,901-2,CC0 3 2.5 0 13.00 21.13 1.63 63.26 2,001-3,000 38.50 15.40 25.03 1.93 80.86 3,CO1-4,C00 44.50 17.80 28.93 2.23 93.46 4,001-5,CCO 50.50 20.20 32..3 5,001-v',CC(l S6.S) 22.60 36.73 2.53 106. 2.83 118.66 6 6,001-7,OCU 62.5) 25.00 40.63 3.13 131.26 7.001-3,000 68.50 27.40 44.53 3.43 143.86 8,001-9,000 74.50 29.80 48.43 J.73 153.46 9,001-10,CCO 80.50 32.20 52.33 4.03 169.06 10,001-11,000 ME-" 34.60 56.23 4.33 181.66 1 1,001-1:,000 92.50 37.00 60.13 4.63 194.26 12,001 -.,CCO 98.50 39.40 64.03 4.93 206.86 13,001-14,OCO 104.50 41.80 67.93 5.23 219.46 14,001-15,000 110.50 44.20 71.83 5.53 232.06 15,001-16,CCO 116.50 46.50 75.73 5.83 24.4,66 16,001-17,0x.0 122.40 49.00 79.63 6.13 257.26 17,001-1a,OCO 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 1110.=c' !a.20 91.33 7.03 295.C6 20,001-21,000 1116.50 5a.60 9 21.001-22,000 152.50 61.00 c5.23 113 307.66 9.13 7.63 320.25 2-2,001-23,000 15a.�0 63.40 103.03 7.93 332.86 23,071-=4,000 1$.t.f.] E5.80 106.93 8.23 345.46 '.001-25,( .0 1�0.�7 E8.20 110.83 8.53 358.O6 25.001-25,000 175.00 70.00 113.75 8.75 367.50 5.001-27,CCO 179.50 71.80 116.63 8.98 376.96 27,001-29,OCO 184.00 73.60 119.60 9.20 386.40 79.001-29,000 188 �J 75.40 122.53 9.43 395.86 29.001-30,C"O 193.00 77.20 125.45 9.55 405.30 30.001-31,CCO 197.50 7cl.00 128.38 9.98 414.76 31,010 1-32.CC J 202.00 80.80 13 1.30 10.10 424.20 32.CO i-33,000 206.57 82.50 134.23 10.33 43366 '3.001-?4,000 211.00 811.•-0 137.15 10.55 443.10 �ti.001-3 ,000 2.15.50 86.20 140.G8 10.78 452.:,5 June 26, 1997 Delta Fire, Inc. CITY 14795 SW 72nd Tigard, OR. 97229 OREGON 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 req;iested. (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 SIN NaU Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 R-e./ve)ICY rli��r c r► �� 1 rvl O to,r� � �, /��ns e ��-Tr' .,�► _ Pa rj l A,► C"�I y ) Z G --lam'-t -= ►--.--.____ _ _ _.---- ------_-----__ -- _ '-gr y �- v 3 y ------- L,, v r �l ! l t ` ,�J r ! �� i > v37�v f"�f z v t' e,4 7� 7� Q h 1 r L b (A All/ %ll'Q ✓ /►l r' vr� /fir e 7'1 d� D r e L-7or �>> i ) r v r A 3 O 6, A ,0 h ) r e w F I P j l d v ; S'D Pont ovf,G � erE elov o V roCA c -,P�idh �rt W dW.) k ► Al. ,,f !I 7? v v I'r t fir✓ y �Or � f��r,•. lr/ry ty r f �,� . , -- =,= cf ft 1<r /-t y /"�� , )y- rrte, i- coor 07 ol J ,1 0�1 c.. C>l! < div �'�O eO7/1y r t4 n / vol Ct/� fr Id w, �`� at_�^e a _ -,/ ' .a,r� ;4i rajn --A_oc_I_/1 41. 2-�a //o 1" 7� FC � �A e, i c T1� - A f� c �� �n � - �A , r �� /'Id? P I✓1Ok/ Ir 7pi r .rf/?Ahre e,,IrtiIiicofJ/y VJV Lt rest/ f1J� Lv �v = 3� Z67v eop. el A-) be 770rte kc2 � 0 / relp ,e 1 C y e,400o, ��n 1� Cie rot-AA % 2 ov v 6 Dia►? el,,- 4,4 -Ye,e a►rz f f;o-�e t,o., m ,1- �, and v a-p�►, 74X Ori `vA /+ 3 - i'=iIt n v D��N�l a v~i Gv r /4, //"c A r!cow Ae!/ , �i r, d�/. 2. Z CO 6 n c ; LTJ e I t ell � r Q v A 7 /o h.c w c. �1 y l0r 7�v e r Xlee -7e y l l:- � ' yid a) Q ad N �/ C L L C C Ir LL N U = V C N O O fU Ln - ) O O = C N O O c^D tai (J) vli a N N o p v -. /r �'�� X1.1, °� p ,n 0, ca �. aE ° o ° aC a� cc°i .. !ter '(� v �tN 4� Ca v' °' 0 ac � ° o co ! _ �® Q � � p0 w u .. C LO : _0 CL \r r �� � ..� .� V ` � 1t- tea - • c � a00 \�) w0 > �n o N O in A 66 L 66 U O "1 D - j C .N cn .z L 0E0' 0c° °° � ° o `0 Cn o W CL CL) _ cr LL /�� N y n O r*- Cl)°cu r- 0 v a co cv iri o Cl) .M ... °; .� & E . w ca E cv 66 `M"� ° > moo = N u V1 ° 0 ° � v m _� ;m y o � v •� v� •C p C' w W 5 ol a rn v N IW c ° U 2 •- O a� m t a.c CD M � 06 O O 3 N w rn c tq n c t c0 _ C cn C LL EO C CC. > 'a c0 7 (D �_ �` > O >,O N O m O E c (m °O2 I .� � T� N m m C `1 (n rn O N O Y L > eco - C 2 cg 0 LL m > O O co m N E U L c0 m Ql N y m N c� m O � ►. m m'.. .� d C r v ro C d L O ? L O > O = 0 c d C O .� > C) co`� U ° ° QmUOYc= rnf= F- � > � ( ' m � E n �, n G� C: :3M M cp v v x (n to CT ° C �` ♦ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ D V N U EL W Q W y Q N �.V m m N � c n a) o► ro Q 1? ai a (`a U F� o C) F°- N CV Q y r w ii a Fww N 1 I•-�--►I 1 Ar Q o �. N N W> cJ xo Z N 7 v r �i 1 1 ¢gaz cm n Linf b I co a¢3M � a°D, 1 1 I xrL0 C 1 a L 0 Q F� C cvLO N in W � I f l 1 I Irr A crE4r_ kifldqe� 177A CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 6394175 Business Phone 639-4171 Footing ai 'aveT vice FINA Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing Mach. Plbg.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: Date: _2 � 1 __ A.M. P-M.* Entry: Address: _.ti_ Tenant: . Ste: MST -- --------_ BUP: Con/Own: �yb�� �W��f PLM: -- - -- ELC: �-' ED: ELR --- -- //%'S cowe Ivo �aewoi , CL CC PAW, tes s DPte: PPROVED —DISAPPROVED/CALL FOR REINSP. F CO /l��E� Ta Sr�.c T iii/cam o �r S �G le ua� CITY OF TIGARD BUILDING INSPECTION NOTICE t Inspection Line: 639-4175 Business Phone: 639-4171 Footing ai 1?fM11 - — WService FINA Foundation Nater Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. POSUBeam St%JCt. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewe, Gas Line Appr/Sdwlk Reins. Other: -- Date: 2' A.M. F.M.A! Entry: Address: 7VR e,' w- Tenant: F__W ___� Ste: MST: 2 ' BUP: Con/Own: 7 WV f I>�U MEC' PLM: _ ELC: --_ THE FOLLOWING.CORATIONS ARE REQUIRED: EI_R: J CO Inspec c __,_ Date: PPROVED __DISAPPROVED/CALL FOR REINSP. F CO CITY OF TIGARD DEVELOPMENT SERVICES ELECTRICAL P,ERMTT F' -'? 0 13125 SW Hall Blvd,, Tigard,OR 97223 (503)6394E R M I T 171 DATE ISSUED: 02/26/97 #- ELC97-- Q1. PIARCEL: 26113AD-01800 ;I TE ADDRESIS., 16148 SW 72ND AVE #B-16 JJST)I V I S T ON. . . . ROSEWOOD ACRE TRACTS) Z ON I NG: 1-1. LOCK.. . . . . . . . . . 1.-.(]T. . . . . — . . . . . . . 1 1. lroject Descr,iptiOTI : TNSTL 2 SERVICE/FEEDERS & 5 BRANCH CIRCUITS ....--RESIDENT TAI.. UNIT------ _ GRVC/FEEDERS---- ---_----._MI SCELL_ANEOUS----— 1000 SF OR LESS. . . . : 0 0 'L2,00 amp. . . . . . . : 0 r,ow,,i RR I om"i ON. . . . : 0 Eqfai nDDIL 5001,33F. . . : 0 4"01 400 amp. . . . . . . : 0 SIGN/OLJT LINE LTD. . : 0 LIMITED ENF-ROY. . . . . : 0 4,11. 600 a m 1-.). .. . . . . . : 171 S 10 PA A L/PI A)',1171 .. . . . . . .� - 0 MANF. HM/ SVC/FI)P. . : 0 601+amps--1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 SERV I CF: /FEEDER. fTR('1 'TT9­------ 'rNSr"FCT.TONc+3-­--- Q! - 200 amp. . . . . . : I W/SERVICE OR FEEDER: 5 PIER INSPECTION. . . . . : 0 C*'.0 1, - 400 :)RVC nP FDR. . 1A PIER HOUR. . . . . . . . . . .. : 0 .-r�mp. . . . . . . I I sI: W/O 11-01 - 600 amp. . . . . . : 0 EA ADDIL BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 C'o 1 - 1000 amp. . . . . . V1 R r7U T r- 14 Sr,.-'C'T 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. Reconnect only. . . . . : 0 SVC/FDR AMPS. . . CLASS, AREA/SPEC OCC. : Owner,: ------ FEES NW RURUFF) EX'TRUDER93 type A m a�i n t by Hato Ile(Vt 1.6748 SW 7E'ND rIRMT $ 1.65. 00 TAT 02/r^5/97 97-.2906-Of r.,(7 T 1: A. 2�5 TAT 02/2'"1/97 97 TIOPPI) OR 972-2-1 Phone #: Conti-actor: TTGARD ELr- CTRTC INC $ 1.73. 25 TOTAL 1210 9 ELLIOTT RD REDUTRED TN'o'P,ECTTnNS NF.-WDERF', OR 97132 Ceiling Cover Under,gr-oLtnd Cove Phone #z 538-5000 Wall Cover Elect' I Service RE,g 000260 This persit is issued subject to the regulations contained in the Tigard Municipal Code, State of Orr. Specialty Codes and all other Fle- applicable laws. All work will be done in accordance with approved plans. This pereit will expire if work is not started within 180 days of issuance, or if wcrl- is suspended for sore than 180 days. ................ r1l,1hJ1 R TN!7)Tn.1 LATION ONI-1 rhe installation is being made an property I own which is not intended for- -Ilei lease, (1r- rent. '4NERIS SIGNATURE: DATE: CONTRACTOR TNSTAU-nTION f(ITURE Or SUrIR. ELECIN: DATE- L NEE NO s Call for inspection - 639- 4175 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. // Tigard, OR 97223 Permit # C Gi l ^(����Ll, w•, nate iss;led Phone (503) 639-4171 CITY OF TIGARD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503) 639-4173 1. Job Address: r 4. Complete Fee Schedule Below: Name of Development ,4/ ��. , I L ( rr,� �S Number of Inspections per permit allowed Address I L)4 S•��1, ).2 Service included: Items Cost(ea) Sum City/State/Zip �Urfi D � )12`��_ 4a. Residential -per unit 1000 sq ft. or lass $110.00 4 Name (or name of business) L_S Each additional 500 sq ft or portion thereof $25.00 Commercial Residential ❑ Limited Energy $25.00 1 Each Manufd Home or Modular Dwelling Service or Feeder $68.00 2 2a. Contractor installation only: 4b. Services or Feeders Electrical Contractor �, Installation,alteration,or relocation 200 amps or less $60000 00 2 _C..0 V 2 Address 1-10 S. IF o'i _ 201 amps to 400 amps �_ $8000 0.ru 2 city_ ew rr State Zip 9)/31 401 amps to 600 amps $18000 2 601 amps l0 1000 amps Phone No. 38 5 roD __ Over 1000 amps or volts —— $34000 _ 2 Job NO. S 15 3 y Reconnect only $5000 2 contractor's license NO. 34 -83 C 4c. Temporary Services or Feeders Contractor's Board Reg. N ;4V0-�- Installation,alteration,or relocation Signature of Supr. Elec'n.` =cl �Y\7, l` 200 amps or less __ z S39 Se r h 201 amps to 400 amps _^ $5000 2 license No '3 13 1 S Phone o. 401 amps to 600 amps $7500 — Over 600 amps to 1000 volts $10000 — 2b. For owner installations: see"b"above 4d. Branch Circuits Print Owner's Name_ New,alteration or extension per pane Address a)The fee for branch circuits with City State Zip_ _ Purchase of service or feeder fee. Fach branch circuit S $500 Phone No b)The fee for branch circults without The installation is being made on property I own which is— purchase ofservice orfeeder fee. a First branch circuit $3500 not intended for sale, lease or rent. Each additional branch circuit $500 Owner s Signature 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or irrigation circle $4000 2 Each slgn or oulline lighting $4000 Signal clrcult(s)or a limited energy 2 Please check appropriate Item and enter fee in section 5B. panel,alteration or extension Y_ $4000 _4 or more residential units in one structure Minor Labels(10) $10000 _ k Service and feeder 225 amps or more F 4L Each additional inspection over _ System over 600 volts nom,nal Classified area or structure containing special occupancy the allowable In any of the above as described in N E C Chapter 5 Per Inspection $3500 Per hour $5500 In Plant $5500 Submit 2 sets of plans with application where any of the above apply. Not required for temporary construction services. 5. Fees: NOTICE 5a. Enter total of above fees $ 5% Surcharge (05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal COMMENCED Trust Account # N m enn Halance Due $ I ).3.25 i pt-ywooD (.AjAL(. I r SuvPty Al,w Rul9B4Q ECg T l�o� aS',cv. 72A0 r3aa'y14 /✓F— TFT°SEL✓,<< qoo A->u P 2 r�/L8�✓car LA d�W Exs�s�tJ� Reye 7rre,#VW4-- �� sEe✓�E �� NES ..<,Fy��<�: ,Fr.�.���� �� � �QUiP/1�1,/� /✓�T Mot,E 7l�A,l /F' I -- •eOLc vP DG+o�GS Rai c -a/Ooo< • lipy a � w3 ..-------._________. - " s � ......... �.._� _ tA a o ......... ......._.._._.___ .............. _. Ll ON 0 0 rp\ �- � i o UJth ° Z FE$-1,9-97 WED 2:34 PM PGE FAX NO5035901240 P. 1 THREE PHASE SEC. FAULT CURRENT CUSTOMER NAME: NW RUBBER EXTRUDERS CUSTOMER ADDRESS: 16770 SW 72ND AVE, TIGARD TRANSFORMER RVA: 500 KVA IMPEDANCE: 1 .4 % SECONDARY L-L VOLTAGE% 480 VOLTS WIRE LENGTH: 150 FEET WIRE SIZE: 4/0 AL NUMBER OF RUNS; 1 RUNS TOTAL WIRE IMPEDANCE R: 0 .082 OHMS/1000' WIRE IMPEDANCE X: 0. 039 OHMS/1000' FAULT CURRENT: 13911 AMPS TES 9/8/93 c,. ca w FIRE DAMAGE REPAIR BUILDING NO. 16 AT OREGON BUSINESS PARK I FOR PACTRUST SPECIFICATIONS FOR BID & PERMIT RESUBMITTAL 2790 DAVID YPJN WILLIAVS ' PO`; D, OREGON T� prepared by: 6R _ cl �CKE NZI E� 0690 SW Bancro"Sheet ! PO Box 690.39 • Portland.OR 97201 J Tel:SOJ 221,9560•Net:IntoOgrpmack.com•Fax:503 228.1285 Pr(yect Numhei 297057 Aril 28, 1997 F:IWPDATA\SPFCENL'S1'ER.SPBk97037\11T i, 02730 SANITARY SEWERAGE Existing underground system to remain;connect new fixtur,.;,?s required. 03000 CONCRETE DIVISION Sec Structural Note Sheet S1.0. 05000 METALS DIVISION See Structural Notes Sheet S 1.0. 06100 ROUGH CARPENTRY See Structural Notes Sheet S 1.0. 06115 SHEATHING See Structural Notes Sheet S 1.0. 06180 GLUE LANIINA.TED CONSTRUCTION See Structural Notes Sheet S 1.0. 06300 WOOD TREATMENT Treatment: Pressure treat all wood in contact concrete,and all wood used in roof membrane operations. ' Standards: Pressure treat wood in arcordance with American Wood Preservers Association(AWPA) Labeling: Label each piece of wood with American W,od Preservers Bureau (AWPB) quality mark for use intended. 06410 CABINET WORK ' Provide cabinetwork of standard manufacturers in locations as indicated with all trims inquired 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: AWI grade custom,flush overlay,high-pressure laminate exterior,low-pressure laminaie interior. Submit shop drawings for A/E review. 07210 BUILDING INSULATION ':'ah.: R-19 Kraft or foil faced fiberglass batt,;STM C-665,Type III,Class B,except in expised areas use n: Claris A. Roof: R-19 foil-fwed fiberglass batt_ ASTM C-665,Type III,Class. Sound Attenuation Batt: R-11. ASTM C-665,Type 1. LL Install vapor barrier to warm side of structure. J Vapor barrier permeability: 1 or less. F)WPDATA'SPECS A/ASTM SPt4 M5,%NLN_CL 4 Mrac6 21, 1997 07510 BUILT-UP BITUMINOUS ROOFING Standards: Comply with pertinent sections of the National Roofing Contractors Association(NBCA)"Roofing and Waterproofing Manual" Installation: Including details for roof edge conditions, flashings,roof penetrations,etc. in accordance with Primary Roofing Manufacturer's requirements. Submittal: Submit manufacturer's details and iastallation specifications prior to start of work. wRating: Providc minimum U.L. Class B. Uplift Attachment: IN I-90 attachment to roof clock- Roof eckRoof Membrane: To consist of base sheet,two felt plies,and white mineral cap sheet. Certification: Submit certification of U.L.system and approved attachment. j Qualified Installers: Contact 0-%mcr's Representative. ' 01620 SHEET METAL FLASHING AND TRIM General: Provide flashing sheet metal fasteners and accessories requir6t:to prevent water penetration through ' exterior building wall and roof systems. Installation: Comply with recommendations of the following: 1 Sheet Metal and Air Conditioning Contractors National Association(SMACNA),Architectural Sheet Metal Manual,Current Edition. ' National Roofwg Contractors Association(NBCA)"The NRCA Roofing and Waterproofing Manual, Current Edition." Galvanized Sheet Metal: ASTM A-526,minimum 26-gauge. 07/900 SEALANTS AND CAULKING Seal of caulk joints between dissimilar materials for watertight seal. Provide watertight caulked joints at a]I ' building exterior locations where possible water penetration through joint may occur. Polysulfide Sea:z*v. Sonoinst+c two part as manufactured by Sonnebom Contech,Thorosp7n S as manufactured by W.R. Grace and Co.,or approved substitution. Material of two-part type shall be in gun grade consistency and in standard colorsass selected from the manufacturer's palette. NFoam Tree Pr:molded Filler Casket in cord,step or other section as shown: Similar to Dow Chemical Ethafoam, in natural color closed cell pclyrdiylcne foam,provide in sizzec as required for secure gasket position in indicated joints. J :' 08110 STEEL DOORS AND FRAI MES LL Fabrication: Fabricate stet frames to"Steel Door Institute"(SDI)i-ecommendations. J Frames: Dn-%all Frames: Knock-down 18-gauge cold rolled steel,snap-on trim manufacturer's standard baked- on finish coat. FWPDATAZVfcsw.STM5PT*'0Sr"-G Xr 5 March 21, 1997 08210 WOOD DOORS Standards: Provide doors complying with National Woo, Window Door Association (NWWDA) Industry Standard I.S. 1-87, Sections I.S.1.1 to I.S.1.7 Solid Core Doors: Face Veneer: Premium grade Red Oak,plain sliced. Core: Any system allowed by the standard AWI PC-5. Adhesive: Type I. ' Edge Band: 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 STOREFRONT Framing System: Framing members: ASTM B-221,extruded aluminum alloy. Alioy and temper designation 6063 T-5 or 6063 T-52. Performance: Air infiltration: ASTM E 283; .06 crm ' Water infiltration: ASTM E 33 l;no water penetration at test pressure of 8 psf Deflection: Limit deflection to U175 under combined total load of 20 psf. Finish: Architectural Class I anodic finish. Dark Bronze: AA M12 C22 A42 tManufacturer(Framing System Components): 2 x 4 offset by US Alum,Arcadia or Kawnecr. Manufacturer(Doors): Provide manufacturer's standard medium stile door with the following features: Kawneer as specified. Hinges: Butts Closers: LCN 4040.18G i Push/Pull Hardware: CO-9 and CPII -� Threshold: Door maiwfacturer's standard. Weatherstripping: Pile weatherstrip AAMA 701.2 Dcadbolt: Adams Rite MS-1850A J Sign: V high letters: THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS Cylinder: Kawnee;standard 5-pin cylinder Glazing: Provide tempered insulated glass ASTM C-1048 clear at door(Sungate 300 Bron7e at windows). Submittal: Submit shop drawings and hardware for XT review. 1 F\WPDATAZPECSMAMRSPB\97C 7UNGNKC 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 Interior doors: A 1132 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: Schl ige Olympiad or approved Lock function: ANSI F-81 or F-82 for exit doors requiring no special knowledge or effort to operate door. c Closers: ANSI A 156.4, Grade 1, Series CC 02000 Standard cover,with options PT-4C and PT-41). 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 accordance with DHI-04 and DHI-05. When approved,slight variations in locations or dimensions will be permitted. Application in accordance with DHI-02. Attach door control devices for exterior doors such as closers and holders to door with through bolts such as:^x bolts and nuts. Provide door opening force at all doors at exterior and interior which complies with ADA requirements and Code requirements for presiding jurisdiction. Where opc.iing force cannot be provided in compliance with regulatory requirements, inform Owner and Architect prior to iabrication of door hardware. 08810 GLAZING 1 Plate or Plate Glass: ASTM C-1036. Tempered Glass: ASTM C-1048. Strengthened to approximately 4 times its manufactured strength. Meeting r standards of CPSC 16 CFR 1201 Cl and CII and ANSI Z 97.1. NrMirror Glass: ASTM C-1036 mirror quality. j Insulating Glass: ASTM E-773 and ASTM E-774 Standard Specification for Sealed Insulated Glass. Certified C to Level CBA by Insulating Glass Certification Council(IGCC). 11' J Color: Sungate 500 Bronze by P.P.G. Installation: Install glass in accordance with blazing guidelines set forth in Flat Glass Marketing Association (FGMA)Clazing Manual and SIGMA. Instrll glass in rated assemblies complying with NFPA 80. ' F.\WPDATA\SPEC..."AMTK.SPRi9105TM-GiKC 7 March 21, 1997 ,.3..nt by: GROUP MACKENZIE 5032281285; 09/02/97 10:32AM;,JetFax y167;Page 1 /2 6 R �I C 0600 SW RANCOOfT STREETMO aOX @X=.r-,AMAND OR 072M TEL 5033 444•NET:GFJ2bW lCCCaa•F4 S033aa INIS FAX COVER SHEET Date: �. Z .�. Prolad t Z�.7 d .7. . . . .. . . ..... . Company .(M. 9F..PiW.... .. . I ....... . Attentlon: t)4. . .FIV . ..... I . ... ......... )4. . .FV .. ......... FAX: ........... ... ....... ....... Project �y x.1160 ui i . . .. ..... ..... Description: [ / From: .4J., -Q AWU. ....... ..... Comments or Special Instructions: �1. . . . . . . . . . . . . . 1��,. . . . ?.-b�.3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ../ . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . - . . . �� .f.�. .. ... ... ... .:. : . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .X . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .� � . .`. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t -1 . . . . . . . . . . . . . . . . . :,_. . . . . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . . .. . . . c: by FAX to: . . . . . . . . . .. . . . ........... .. FAX: . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . Total Number of Pages Onduding this cover siieet). 2- ORIGINAL WILL! WILL NOT FOLLOW BY MAIL n. N If you did not rective all pages,pLeax call our Records Department at 503/2249560. To send a fail to Group Mackeerie,use 503/2213-12 5. CY W0EWWJrVNCrM The kelomari.on orantai"d In thim tmralmlle Vana nt,n Is amrkieml 'mrd In Inhrndsd only for the use of 1M 00 Individual or oryft rimae aiomr. 6 VW rem*4 of I tle nvmmsa0e Is rot to inbirrdmd nidpiw,t,this arves as natifiaation that any molding, d `V, daduws a ,copying,dlumbutIon,or the%khq of any a Don in rsltrwe on No ovftaltti this communkrtim Is xMcVy prohiblbd. K this LLI Tanamlaaion was racily!In wror,Immvdleti ly niftily In at SM/224.95M to arrange far reten of d"original facalmlle. J kn-..rnpA Use Orly' FlI+_ `:r.� -_t-- - - wv oopae nw" 11wPDArA1"TLMP1ATVF.kX :%DM. S?nt GROUP MACKENZIE 5032281285; 09/02/97 10:32AM;fetFax #167;Page 2/2 IDE-LTLL' ' ' 5 SW� PORTLAL�OR FIRE, INC. 14795W/620?4C20•• FAX 503/920-1058 4 September 2, 1997 Group MaKanzialSaho 0690 SW Bancroft Street Portland, Oregon 97201 Attention: Dave Williams Reference: Oregon Business Pju k Building 16- Tenan'; Improvements We have recently been directed by the owner to proceed with the installation of fire sprinklers throughout the balanm of building 16. Our design schedule would have completed shop drawings and calailations to the City of Tigard by September 8. The design critede for the rebuild shell was in accordance with UBC standards for an uncommitted occupancy .30 GPM 0VV the most remote 3000 square feet It is anticipated that the balance of the building will be calculated to the same criteria. The installation schedule will be coordinated with the individual tenants ne,ads and more than likely be done on an uff hour shift. rhe first of the remaining tenants installation will start soon as we receive approved plans back from the City. We trust this iniomiation is to your sabsfadion. If yuu have anyquestions, please feel free to call. :J I Sincerely, J J Arnty Cartales FIRE PROTFCTION CONTRACTORS $Nnt by: GROUP MACKENZIE 5032281285; 08/29/97 3:28Phd;,fetFaX #129;Page 2/2 � I ) 4 10 2 i 11 + IJ 0 CASeAC�E PAP 17 22 - l (- UtSTTZiI T°R) (YAP-." � I I 12 0 L I co 23 2 I � A4.1 A8.1 A8.1 � i i 1 14 1v 14 �. 8.2 I IB 24 I A8.1 20 � 15 25 i 0 i 1A 15 16 ►�3.?.Simv I A8.1 18 i cm n 28 1 ) _ 8.2 z 20 / 2i 20 29 E18 d 26 A8.1 13 25 cm 24 3 Cj cJ i A8.2 CN f A$.2 Ll ( �-- -- — -- Qi 14' o' S RA 4 $ 7 Al I 6 3 5 9 8 21 ) A8.2 I 21 ( 24'-- I_' 24'- 7" 24'-9„