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8770 SW SCOFFINS STREET-7 REVISIONS i cu 0 0 cv i do c�.� u O sm CC z . •� +'-T 1 O 40 __ MW r , , , ,� - ' i �► o x2F04 DO 04 vu-n I U Z I � --- -�----- �''�r ZD I � ''�._ �'ti.�'`.✓ SZ.C7�I✓'� I O� I <,�1,.�+�S Z?_�'}7 M \Q�7 ,,, r I �I � I �-�...--�. 1�,1�.�r.I � �.t�7[ � Q = .. -� co " NFc..'•� ��`iL=l�sc=-E- T- �,d.R, Gl,,.�.a. VE'PC.Y � LitT Fars ?,4L-'r MEW `� - ��„~1- -� � - III - - - k� � ' ^'it _ 1 ! �• �',� �,�'� T 1 b.t G .�V P P V Y ►'� t �fr V 3 EC.TZ. 101'A �r_71►.1"T N t'c.vV _ r I Z -- ?, , , - r 7 r 11�'.�1 1-�'c�t�. ��'ts.T (1ar�►�1�1wr�. T73 ) I t.4 <�� L jLL PL Aji ��'` 1 C-2 E F. R.A46 L.- NJOT F.St ItLL U1 I ING. F ATCFAIN[;. Pf) IN11NU g, f.:1.1RFi L_LVEL.INei b7U1 HERS ALI_ F'L UMFONO ANG DF:A11`4 I !NETS BY I-)THE.RS r ALL E:LECTR 1 CAt_ Ian OTHERS EXCEPI LOW VOL I ALiE L;ONTRCII- WIRINri BY 11-11' CUN1f,1'A(-1Ok RESPON• ,I HIL 1 1 Y FOR VERIFIL-,a-I IL)N OF t;`TNUC]UPOL REUU; 1-Lt4u; : I 1; i+ HVAC. EDUIPMENT REST WITH UTHERS 1NbULA'110N: I " 1HICKNES3S WITH MIN. LA NGITY OF 1 1 /2 M PER --A • GLJE+ I f:. 1.• f 1- 1 , 1 YP I CAI_ FU1t AL.1_ SUF'F'LY rl, RL- TURK A 1 k DUCTS L N1 I RE HV(A. l rJ, TAt. L AT ION. MATERIAL AND EOU 1 F'ME N 1 SHALL FULLY t_t)Mt'I ) WIIH 19YO S I wTE UMC.. NF FA 90 FiNI.) CHAPTER 53 OF I In- jum.-_ C HEkI10S1 A 1 ' S TO BE AU f t1 LHANGEE OVE F- WITH SUP F:iZU, .SUb 14,' 4. 1'C► BE UN-•AI_ITO-OFF FAN SWITCH AN!) HEAl --AUTO--�'OULINU t-I HE:F'MUS I A T Ill BE SEF AT 70 [)l-C31REEE FUR HF A I I NG NNU DEGkI E FOR COOLING . FAN SWITL.H TO BE IN 1 'E. UN Pus 1 i 1011 111 LOP I Ni; UL'CUF'I ED HOURS) AWOVod....... CIT"OFTK3ARG Conclltion(nlby A jr'-r).v..f3..�j.�.. . .. .'f. . ..... .... .............For 01714 . 1 u PE`3[ +rth 'Alar [ , J � Attach... .. .... ...... ....... .. .. ..... ... Job Add ......................... .[ Bye -----�jL DQto: DRAWT' BY: WE, KED BY C DATE: SCALE: IFUAt.RHM V0LI EY FARE VPR.S41,!. OFFICE r APPW-)VEL . . . . . . . . . . . . . . . . . PAGE NUMBER: y CONDITIONALLY APPII�DVED . . . . . . . 1�1 APPROVAL. PLANS IS N^T A:y APPROVAL OF OMI53tG4AN OVEFISIGH1S.S !,THI=D LETTER-FIht�7 Slft'F:ET1, `(V JCB NUKBSR: S 4 i) W SC";0IF Z cl � OREGON BLUR PRINT CO. AAW ,Yw.uytt .v.. 6,1 ION �! w IF THIS DOCUMENT IS LESS III lit III illl� lll � llllllllllllfll IIIIIII , Ii � I I Iilllllllllllll III � IIIIIII f Ij11-[rTj1IIII III I I�III!7W 1�1�1'lllllll IIIIIII IIIII �� I � 1I `` IIIII I I �LEGIF31rE TFFA�I TiFIS NOPATIUN, 1 I ERl __.__1 il _ 1 1 IS DOE TO THE QUALITY OF - — ---- — �Il��illFllll Il8ll ZIIII IlRl�li7l,lll IIII ZIlll�ll9lilZl'll�_ll-lllZl-!;-I-�I6IIIZ-II—II IIREIIIZI-II—I ilii ZIII— IIIIIIT± ZI IIIII��OIIIZ IIIIIII6II iIIIIIII8II��IIIIII, I1,LIIT�TIIII�IIIIIIIiI� 8I11IIII IIbII TIIIIIiiSll TIIII�II��Z1�IITIIIII�IIITI TIIII.IIooII��ITIiIlIIIII 6IIIIi�IIII II�II IIIIII� III I !�Ill ��IIIfilll `llll1�£llllllll�Ir IL I 4 4 191THE ORIGI1AL DOCUMENT. Ll..►ll_I.I1 „l.1hI n� 2500 FT. EX'G. LANDSCAPED AREA ON GRADE ACCESS TO 2nd LEVEL FXG. 2 5TORt- F ISIK 60. FT PROPOSED EX'G. BUILDING !NTEF411PIATE PAVED —LANDihiaL 1 PARKING -PROPOSED LOT EX'G. 4' WIDE STAIRNS --, EX'G. 4' WIDE SPACE SIDEWALK EX'G. REMOVE EXG. WIN D - C PAVED REPLACE WITH u- PARKING NEW DOORz LOT 0 EX'G, k" ri 24' WIDE -- IDEill A (j) ENTRANCE TRp:j- 04 T O 0 00 8- V X 23' SPACES (E) EX G. z in LAND fa v (E) 61604. w) 0 z 3 ri SITE PLAN — LEGAL TAX LOT 2800 (TIGARD Hiurr. TRACTS- FART OF LOT 26) NE-i/4, NE.1/4, SEC. 2, SEC. 2, T.23, R-I.W., WM, WASHINGTON CO., OR, STORAGE UNDER LANIOING- SIDIWs TO MATCH EX'Ca. BUILDING AREA GROSS BUILDING AREA 1e92 NET RENTABLE AREA 1223* I nt AREA OF REMODEL REAR ELEVATION 26 PARKING SPACES 0 1 a 1/48 11-0* 0� SCHEDULE OF SITE AREAS AREA OF: LAND 22500* AREA OF FOUNDATION - 399*,* 13% AREA OF: PARKING 4 DRIVES - 21164 &(P% AREA OF LAND8CAPING - 3188* 26% U METAL FLASHINGLI=ID ROOF MEMBRANE 3/4' • z z C) w0 TYP. NON-SKID TAI=E 4x14 STRINGER JOIST • !&'O .C. x ADPERRED TO WOOD TREAL; —' 2x12 P.T. CONT. AROUND Z LANDING SIMPAOM 7A 10 ----2x4 WD. STUD 0 k" 4XI2 4 X 14 T..111 PLYWD. INTERIOR > C) 5101Wu TO MATCH— -- EXISTING z w w 00 STAIR DETAIL STAIR SECTICIN 2 3 e 3/48211-0@ V-0' DATE CHECK 10/24/W DRAWN J05 11/2'0 RAILING WKC 2890 • 4'-0' O.G. '-Z CITY OF TIGARD I'# RAILING — APPrOved............... -1................•.•....... ConditiOlIally APPrOv0d •-•• l..............For only the AO d I • �44EET TITLE 'a PEnmi'rN0 TOP DE=K See letter to: F-011014, arh. . ........ .... ........ ....... 57E PLAN Act Job A .'Iss: NOTE: 1� �-S:�-4 EXTERfOR ELEVATION MIN. 200 L5. By: . OVERTURNING TOP Date: STAIR DETAILS A, VJKLEY FINE M44SHAL 011"VICK . . . . . . . . . . . . . . . . . CONC!TIONALLY APPil(,)V['.'[) . . . . . . . APPPOVAL (IF Pi.019 13 Nor AN APPROVAL OF OMISSIONS OR Ovcowwl PARTIAL GUARDRAIL ELEV. GTE 8770 SI,q SCCFFINS 51"FEET FINAL SET 2 1.IF 5 �LL FLJPJRE REMSIOt", TO BE ON SK FORMAT wA;W! IF THIS DOCUMENT TS LES LEGIBLE THAN THIS NOTATION, OCTWER 8126 IT IS DUE TO THE QUALITY OF IT , i ______ .1 _ �_--_1_ No. THE ORIG!NAL DOCUMENT. LZ Ll 111911 5111 c�� 1 6 9 LI 9 t c 1111",TI,:,II." I II 1�111 i iii I JE11`1�11IIImtillIII111t,111IT101n,1111161�1TI, tilli, 1111i'llji 111"ZI III .r w, w� �S 0 CERTIFICATE OF CRYOFTIGARD >,:IT1fOFT16ARD OCCUPANCY k. . . . COMMUNITY DEVELOPMENT DEPARTMENT wnoo« E'rRV�t.T • . . : E)l1F'9Q"n337. 13126 SK HWI Blvd P.Q.Box 2M7,T4AM,Jmpon 9� W"6175 SITE ADDRESS. , , a 87'70 SW SC OFFINS 3T F='AF?rC l_.; c::�1QiaAA Rlr�FJ041 r;USDIVISION. . . . a TIGARD HIGHWAY TRA(.'T'TS ZONING: UDD LOT. . . . . . . , a26 CLASS OF WORK. :ALT T'YPE:: OF USE'. . . o CCIM OCCUPANCY CARP. a D2 OCCUPANCY LOADaA7 ENANT NAME. . . a ADOLESCENT DAY PROGRAM Pema►rke a Lower level remodel- int. waal ln, cl. ams,, kitr..hen, etc, )wn tar a IIJALAT1N VALLFY MENTAL HEALTH +770 SW SCOFF I NS I I UARD OR 97283 bona Mt 11AR SHALL, COMPNNY CONSTRUCTION ;tac:l SW HOOD ST i=nPILAND OR 97201 Dhonc> # I t e EI iM. . t 52704 j.icc.upar►cy of the above referenced buildin41 is hereby given, Arid certxfir the r. ompliance with t+ State Cif nr,egon specialty Codes for the group, �cc u(xar r y, and, �i a lder which the referenced srrmit w�rrs iw.s�.1�•d. . IRF ~DE✓~'ARTMENT� DING I NSF.= _OR� PU I t_. Ca r�r F'T . T _ F ns*r IN CONSP I rIIOUS PLAU!: IN6PLCTION NOTICE ^ity of Tigard Building Departannt 1312 MBall Blvd. Tigard, Oregon 97223 inspection Line (Noe-O-Phona): 639-4175 Business Phon03 6 Inspection:--- — _.—_�_ ----- ----— _._ Footing Plug. Under-lab Mach. Rough-in AApppe-/4dw1k Found. Plbg. Top Out Gan Lina ' t aaanY� Post/Ream Strict. San. Sewer Framing Post/Bram Koch Rain Drain Insulation -Pluab. Plbg. Underfl or Water Line Gyp. Bd. -Misch. Date Requested: / � Times AM PM Addreea: � 'S 0,3 -7 Permit 1 t Buildur:_ -_ THIS FOLLC`iING CORRECTIONS ARE REQUIRED: r7l ---------- ----- A._ APPROVED _ DISAPPROVED APPROVED SUR.]F.CT TO ABOVE Call For Reinsp. K 14IF1 W1 9- IIEGI IAN 1(-'AL. P E R 11 IT C!TY OFTIVARDC D E-R'#I T W. (P.OMMUNITY DEVELOPMENT DEPARTMENT 00190N -D 01/07/91 13126 SW Hal,Blvd. P.O.Box 2'1397.Tjg&M,Onegon 97221 r}4�1 75 8,7*1@ �jW SCOF-(�-INE) S1 0 D D R E HI.cHWAY 'IRACTTS z 0 114 1:N Ci- '.)UBDJVISION— W-OCK. . . . . . . . . . a 1..01'. . . . . . . . . . ........... EVAP COOL.ERG-- AS�3 OF WORK. . ALT FLOOR I-URN. FANS.. . . HEATERS. Yp,r.*: OF USF.K. . . . (.'OM UNT. T (-J1LCUPAN1',Y URP- - H P VENTc.) W/L) APPL: VENT SYSTEMS % p t,)I I E R F.)/C,0 1P.1 r-R E S S 0 RS H 0 0 1)C�- -- -- - - - . -; ':;TO R 3:E S. . . . . . . . .. 0-3 HID 0 M F--'S. I N C I N C FIJEL 3 1.::; H I UN BTU 15-30 HP.- IIAX INPUT" W 0 a 1)L,3 TO V E<.3. . FIRE DAME:'ERS?- 50-4. HP. - UL DRYERS. . (:IAS PRESSURE- - . AIR 1 ANDJN6UNITS OTHER UNITS. 210. OF UNTTG............... ..... 10(4 c�o(-,- ouTLI-.T9- i::*U R N 0 0 K [IT U: OPI c'-fnit TURN >::7J09JK BTU , 00(4 r.. fn).''. .p ", (--"- Lower :i..1 vel. FE E'S 0 W -1 t v f,e c,I. t tv pe b), J'J.J(.)L-A1J.N Vol-LEY ME-.'NTAI-- HLOI-JI-I 171 X21'1 T 34. 00 ra ?-,7o SW SCOFFING; L C K 50 P CT 70 T i,(.j()RJ) 01i '-.)72P3 A Y ri $ 4.4,, c_'0 JLH 01./0'7: 31 F'tt14:: .......................... Vp(-p IC STAINLESS r). W. HERMAN ................. TU 0 L AT 1 N OR 9 7 0 612 $ 44. 20 Plic)lle "-. (.*,91.----2r.,-;1. 1 r,,,P-tl 0— i 63c40 Rk.0U!F;'+:D 'INCI)PECT'LONS This permit is issued subject to the regulations contained in the mevtlalljx,r11 Tlisp _..__._......._._•.••__.....-_.."_""'_.'_"_' and all other I)itct J�iispeci:ioll ....... Tigard Municipal Code, State of Ore. specialty Codes - Danine-r Insp a0plicatle laws. All work will be done in accordance wF-.trp i Leith 1.nspl-c'ti(31-1 Approved plans. Thi- permit will empire if work is not started within 180 days of issuance- or if work is suspended for more than 180 days. ............... ........ ........... ................................. .................. .................... i,c�vnij.ttee .................. . ................ ........... 11::sued By? .... .............................. ......... ............................ ........... .-............. 1. f c).(, (- 417,5 639 OV 'TT(.3(4l-`.D or:, F,,AwT--,tn RLC*,EiF-,,r NO. 9 1o 5j. HMP. AMOUNT 44 Nf 411E PAL;I FC T C STAINLESS PROD. CASH AMOUNT W)bPf-:SS T560 SW HERMAN RT PAYMENT DATE t SUBDIVISION "rUALAVIN. OP 974)62' 0770 OCOFTIN17 1 FlJRr-'OGE OF F-4-NYMENT AMOUNT F'All) PURPOSL OF PAYMENT PA 11) MECHANICAL PE MZ7rq(,)--(1er jp -4. (u) PLAN CHEGV, rr-. G. 50 BUILD F it ,[*(W. AMC-1UNT PAID MOAK :� r �,,t�h�iNf!' M+�.�►'P�++� '�+p�+�ij +�1M�A'�'+ 'i'rpt,�r '* 9M�«�sQ�!' �r''�"+t�'�+ �YidrYti+ M' �PtIN yq4 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT Lu M, LIC �� )Psce,�k1 A0 CONTRACTOR _BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW 0 LOCATION JURISLICTION: 1= Be. 2= Du, 3= K, . 4= = Tu. 6= Sh, 7= Wi, 8= CC 9= WC 0= 4C COVER FINAL SPECIAL FOLLOW-UP{REINSPECTION rr ATTEMPTED F Framing lJ Separation Walls Sprinkler System !� Shaft r� Fire Dampers (OverheadlUnderground) u Alarm System U Hood' Extug Syst.e,as Fr1 Conference Spray Booth Ceiling Cover u Other _ 144 JOS ej( Ll till 4U4 i d a- .e,, &4yluc - /0 v r< f2w Ii01W 54C - to I'd I i:A7"�""""-"v 4f Al,[a)() -e CI 7 )7 Date: Inspector: .0 ) 3�� s CA /C' TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Grif.ith Drivc• P.O. Box 4755 • Beavertc❑, OR 97076• (503) FAX 5262538 December 31, 1990 Larry Ball ADT 703 N.E. Hancock Portland, Oregon 97212 Re: Adolescent Day Treatment Program 8770 S.W. Scoffins Street 6089B-•216-002 Dear Larry: Th_.s is a Fire and Life Safety Plan Review and .is based on the 1980 editions of the Fire and Life Safety Code (UDC) , MechQnical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Alarm plans are conditionally approved subject to our receipt of battery calculations. If I can be of any further assistance to you, please feel free to contact me at .526-2502. Sincerely, uXa Gene Dirchill Deputy Fire Marshal GB:kw cc: Tigard Building Depa:-.:ment L- "Worklns"Smoke Detectors Save Lives TNSE99TION NOTICK City of Tigard beildiaq Departaent f 1312S S11 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 Inspectioa: --- Footing Plbg. Underelab Mach. Rough-in Atw'-!Gdwlk Foune. Plbg. Top Out Gas Line �F"INA'•:� Post/Beam Struct. San. Sews-. Framing -Bldg. Poet/Beam Mw, h. Rain Ura!n Insulation -Plumb Plbg. Underfloor Water Line Gyp. Bd. -Koch. 1 Date Raqueeteds__'/i - s Tlmet AN PK �- J1. Addreen: �7 C2 _-cam ,F__E/'y ftroit it r,) Builder: TAF. FOLLOWING CoRRBcTIONS ARE REQUIREDs — l 7 Inspectors Bates "El /I APPROVED -__ DISAPiROVED APPROVED SUB.TFCf TO ABOVE !�Call For Reinsp. IF W �! �fiPSCTIO�i NOTICE City of Tigard Building Departsent 13125 BA [tall Blvd. Tigard, Oregon 97223 Inspeot.on Line (Rec-O-Phone): 639-4175 Huninoas Pho o: 639-4171 Lnspectiont--- _-- Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Pound. Plbq. Top Cntt. ;as LineFBld Poet/Beam S'-cuct, San. Sewer Framiny Poet:/Beam Aoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Ed. -Necn. Date Requested: �.� _.7.� 9d — ---- Time: T AN FN O r� Address: �y /- -_-- Permit THE FOLLOWINr CORRECTIONS ARE REQUIRED: A4- _ s - - Inspector: — __ __— Date: APPROVED — DISAPPROVED APPROVED SUBJECT TO ABOVE __Call For Reinap. CITY OF TIGARD OPEGON December 21, 1990 Richard Smith Pacific Stainless 9560C S.W. Herman Tualatin, OR 97062 Project: Day Tr^a•cment, MEc90-0258 8770 S.W. Scoffi_ns St.. Dear Mr. Smith: The plane and supplemental information for this project were reviewed for conformity with applicable codes, and are approved. Changes or additions i.0 the submitted plans must be submitted for review and approval. you may get the mechanical Hermit for the project at your convenience. If you have questions, or if .je may be of assistance, please contact us. Sincerely, \I Jim 7aquA' /) Plane Ex4imminer FAX (503) 684-7297 13125 SW Hall Blvd.,P O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----- -- INs.gC top NOT rE City of Tiggard tuiiding Depart'�Qi • 23 13125 S11 Ball Blvd. Tigard. Oregon re Ph 7 1 Inspection Line (Roe-0- 639-4175 Buein" o = •- 171 L3L� Inspection: k mech. Rough-i Footing Plbq. Underelab Appr� Found. plbq. Top Out Gas Line FINAL: Framing -Bldg. poet/Beam Struct. San. sewer Insulation -Plumb. poet/Ream Mech. Hain Drain rp, ad. -Koch. plbq. Underfloor "ter Lines G� ASS --k—PH_ _ Date Reuested t, Times�)#%JJ7 m Addreae: 7 21 Builders_— THF. FOLLOWING CpRREC1IONS ARE REQUIRED: — - ------------- Dates �D Inspector --•---- �APPROVBD DIBAP et0'VEC APPROVED SUBJECT TO ABOVE Call For Reinap. „ , ..,�INtl�¢��”�"' `'�''k..�,ql�W+yrj�rxw.ywa�..+pwwlr+rtlllw�►-�+'� 'Yl�1l'RM',� �ptlN q� TUALATIN VALLEY FIRE & RESCUE A N D BEAVh'RTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: AFAR OCCUPANT - jC '�� .:� ►tP �Il !�� CONTRIWTOR BLDG. PERMIT it PROJECT NAME PLAN REVIEW 0 _ LOCATION .�� '1 "t� 1 , I S _ _ JURISDICTION: 1= Be. 2= Du 3= K.C. 4•-` Ti = Tu. 6= Sh. 7= Wi. 8= Cr 9= WC 0= MC COVER FINALSPECIA� FOLLOW-UPIREINSPECTION ATTEMPTED FINAL C!,- ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (OverheadjUndergr.ound) ❑ Alarm System ❑ Hood' Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other 1 Nes I IV — Lill,I L -e 5/ iv,l f' C � S LO %'� � 1� � ave °ode �� U •� C... � y l� � � I "` � F�-fl�ti�.•t W�4,� -1�-' �''1_,L� _ it 1� v ._ 2 o e S NJ A) — e �.Q�✓ so u S r v � ? Date. - � .' `�'f/ Inspector; w_ ' " NSP CT ON t:OT1CF._ Clj_y of Tigard Buildinq Dop&rtssent 13125 611 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 39-4175p Busi.nens Phone: 639-4171 Inspection: L\ AV\`- ___.-----------__--.— Footing Plbg. Underslab Mach. Rough- +n Appr/Sdwlk Pound. Flbg. Top Out Gas Line FINAL: P:�et/Be►.�sm 5trt:rt. San. sewer Framing -Bldg. Pout/Beam Mech. Rain Drain Insulation -plumb. Plbg. Underfloor Water Line Cyn. Bpi. -J!ech. /� PM Times � __-- [,ate aequa/s�te-d7:_4 .�.►�_, .� --� Q,1p 2 Address! % I I � �CD Permit #t vol �� y3J Builders MAA 'i�ML l.0 THE pO1.I,CWINO CORRECTIONS ARE REQUIRED: t 4--0- Inspector.-_ . �tAiJL 4 - Dates �,Z - _- - ="�.. � ---- _ A"FIROVED :'.�\PPRrNED APPROIRD SUBJECT TO ABOVE r"'coll For Reinep. i• jr TUALA TIN V.ALLEY FIRLE & RESCUE " AND gob BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.Q. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526.2538 December 18, 1990 Pacific Stainless 9560 S.W. Herman Tualatin, Oregon 97062 Re: Adolescent Day Treatment Program 8770 S.W. Scoffins 60898-216-002 Gentlemen: This is a Fire and Life Safety Plan Review and .is based on the 1988 editions of the Fire and Life Safety Code (UBC) Mechanical. Fix-9 and Life Safety Code (Ui-fC) , Uniform eire Code I (UFC) , and oth,Or local ordinances and regulations. Mechanical plans are approved. 1 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office ;oust be maintained on the project site throughout all phases of construction and .:rust be made available to building and fire inspectors for .reference duri.nq required construction .inspections. UBC Sec. 303 2. Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval :rust be ottained from the building department issL -'i:q the construction permit . UBC Sec. 307 If T can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, i Gene Bir.chill Deputy Fire Marshal GB:kw CC: Tigard Building Department "Working"Smoke Detectors Save Lives m �AS1N I/ TUAT ATIN VALLEY FIRE & RESCU ' �.>° `•2 AND _ RF AVERTON FIRE DEPARTMENT AV, `, FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG. PERPII.T I6 PROJECP NAME ,- � PLAN REVIEW 1k LOCATION ,JURISDICTION: 1= Be. 2= Du. 3- I:.C. 4= Ti, 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL Ll Framing Cl Separation Walls Sprinkler System 0 Shaft El Fire Dampers (Over.-head/Underground) rLA Alarm System rF-1 Hood' Extug Systems El Conference L-� Spray Booth Ce--ling Cover Other , DatF: �, % Inspector. - j _/ �/ ,k INSPFCTIOM NOTI.99 City of Tigard Building Department- I+ f 13125 an Nall Blvd. Tigard, Oregon 9'223 n Inspection Line (Rec-O-Phone): 639-4175 Business Ph. -41'1 Inspections- An r/91 ,2 z, -- _-- Footing Plbg. Gndesclab Mech. Rough-in Appr/Sdwlk Pound. Plby. Top Out Gau Line FINAL: Poet/Beam struct. Snn. Sewer Framing -Bldg. Poet/Beam Mech. kein nrain Insulation --Plumb. Plbg. Underfloor Mater Line Gyp. lid. -'Meeh. Date Requested: Lf�� Time: AM <Sd1T. PM Permit THE FOLLOWING MRRECfIObs ARE RRQnIREDt - -4:4L2 L/r Inspector! APPROVRD DISAPPROVED APPROVED SUBJECT To AE1VE Call For Reinsp. INSP$CTIUN NOTICE -� City of Tigard building Department 13125 OW ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-phone): 639-4175 Buainoom Phor:er' Inspection:_ j�_S Foot In 9 Plbg. Underelab Mech.' ough-in Appr/Sdwlk Pound. Plbg. Top Out Cas '.ine FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Ply. Plbg. Undorfloor Water Lino Gyp. Bd. -Mach. Data Requustodt _ Time: Address: Permit #: 1 Builder: THE FOLLOWING CORRECTIONS ARI{ REQUIRED: Inspector: _._ _— Date: APP}tOVED DISAPPROVED APPROVED SU",TRCT To ABOVE For Rainsp. i V* TUALATIN VALLEY FIRE & RESCUE AND BEAVIERTON FIRE DEPARTMENT 4755 S.W. Griffith !hive• P.O. Box 4755 • Beaverton.OR 97076• (503)526-2469,) FAX 5262538 s- December 10, 1990 Gary Dombroff, PHD Executive Director for Tualatin Valley Mental Health 14600 N.W. Cornell. Road Portland, Oregon 97229 Re: Adolescent Day Treatment Program 8770 S.W. Scoffins Street 60898-216-002 Dear Doctor Dor.tbroff: Plana Examiner, Jim Jaqua, and myself have determined that due to restricted occupant loads for the school for above captioned referenced project, the City acid the Fire District will accept inside thumb turn locks on all exit doors an lieu of panic hardware. This is provided a sign is attached adjacent to the door stating this door is to remain unlocked during business hours. If these doors are found locked during any future inspections by either building or fire A nartment personnel, this exception may be waived and panic hardware will be required to be .installed on the doors immediately. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal Tualatin Valley Fire & Rescue im Ja q nsE aminer City of Tigard GB:kw "Working"Smoke tmeoms Save Lives lNgLEG�ON NOTICE f /, City of Tigard Building Depart—Ont 1312 SW Ball Blvd. Tigard, oregon 972231 l Inspection Line (Rer-O-phone): 639-4175 Busineas Phone: 639-4171 I respect tun t—�. - - - -------- ---- — Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framin -Bldg. Poet/Beam Mech. Rain Drain Insulation _Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Date Requestnd:___'L"� � �T(imes - A AN — PM Address: �� 7 �Fe Lt,f: - _ f /� Builder:—.---7�Y„�'__'_ THE FOLLOWING CORRECTIONS ARE REQUIREDt Inspector.: —^ _______ - - Datet� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE cal. Qor Re;nsp. "w ALSEEM Imen TIoII N971glK City of Tigard Building Department - 13115 SIR Hall Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing P1 g. Underslab V ch Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINALt Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Poch. Rein Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Meeh. Date Request ed /'.) ._ Timet ��_AM PM Address: �- ,7 }� 1.4 171 ` /' ) -1- � c Permit t s zll - AcG Builder: a.-- THE FOLLOWING CORRECTIONS ARE REQUIRED: rte/ c Inspectors Date..// APPROVED DISAPPRMM APPROVBD BUBJBCT TD ABOVE Call For Reinsp. 3�FscrloN �� City of Tigard Building Departaant 1.3125 NN ®all. Blued. Tigard, Oregon 9727.3 Inspection Line (I' c-o-Phone): 639-4175 Busin,see Phone: 639-4171 Inspections_^_ Footing Mg. Underelab Mech. Rough-in Appr/Sdwlk Found. PIN]. Top Out Cas Line FINALS poet/Seam Stnsct. San. Sewer Framing -Bldg. post/Beam Meeh Rair Frain Insulation -Plumb. Plbg. Underfloor Water LineGyp. bd.j -Mech. Date Requested% /� - _3.`15 U ,i.me: Addr,T,ee: F 7 7LJ Permit Builder: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector i _ nat8s�_�__��G APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. S t 1/31y1 ' TUMAYIN VAIIEV MENTAI.HEJUJH CENTER Older Adult Services November 30, 1990 Fa.nily Cht.rrdcal Dependency Services i',dultServices Gene Birchill, Dep. Pi.rs Marshal 1heOpen Gute Beaverton Fire Department 4755 SW Griffi#-It Drive Serviceess ChildF . Beaverton, OR 'x70/6 Crisisfx Psychiatric Dear Jr." Birchil 1: Resr7irccs This is to rega:^st conFi.�eratian to allow use of existing exii_ Gary Dombroff, Ph.E). doors in a space that is bi.ing renovated for use as an Adolescent Executh-t Director L),-,y Treatment C -nter. The doors are of a ,;torQfront design with a Chief ExecutiveOtlicer closer ano i,( latch except for a dead bolt. We respectfully su rrit that the method of determining occupatcy does not apply in this case ;:s the maximum number of gtuden-s that will ever. Le allowed it she program is 24. ,he r,: udent population Flus staff is wvl1 below the occupancy that requires panic hardware only. It is intended that these doors will haver L^ latched during the times the students are aLLenc,i.ng or during normal business hours. We would appreciate your consideration in this matter as modification of these doers would create an econnmir hard- tip ani burden on en already tight budget. Think you. Sin ere Gary Dombroff, Ph.D. Executive Director 14600 NW Coraell Rcwd Portland,OR 97229 FAX:629-8517 503/645.3581 Q A United Way Agency f �I,S�SCTIQN NO'PICF CtLy of Tigard Building M partinent 13125 SR Ball Blvd_ Tigard, O►-egon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 9-4171 Inspection:- -----_--- - ------ --- -- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Seam Struct.. San. Seer Framing -Bldg. Post/Beam Mach. Rain Dram L Insulation -Plumb. Plbg. Underfloor Water LineGyp. Bd "Mach• �`fes ' AlMF jPM Date Heq•:eeted:_ �I J' � - �� U Tlm11t Address: 22z., Permit to Flu ilder• THE FOLLOWING CORRECTIONS AAE REQUIRED: Inspector: APPROVED DISAPPROVED -- APPROVED SUBJECT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 C Tigard, Oregon 97223 Phone: 639-4175 Type of lnrpection Date Requested 9U Time ��_ A.M. C F.M. Address -R ZO SCO 2 � S _ Permi' # 7U�03.3; Owner --- I' Lot #— Builder — l � g54�� / - - --The following Building Code deficiencies are required to be corrected: 11-�2 ra , row � Presented to __._ �� P�ppproved Inspector --- -- -- ----- 'rl isapprovnd Date CALL FOR REINSPECTION YES ❑ NO 1jM17LOP NOTLC-5 City of Tigard Building Department 13125 BW Ball. Blvd. Tigard, Oregon 97"3 Inspection Line (Rec-O-Phone): 639-417!+ Rasin�an Fhone`t 6.39-4171 Inspect ton:- Footing Plbg. Underelab Mach. Rough-in Apnr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Font/Beam Struct. San. -wer `"ipraminQ -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Koch. Data noT acted: Timet Addrenn:_ Permit #I Bu 1.1 der: - ----- THE POLIkMING CORRECTIONS ARE F.EQUIRED: 7 Inspector:_ -_-�- Date: APPROVED DISAPPROVED IPPROVED SU&;TCT TO ABOVE Call For Reinep. ��rmets�ssss► �e' �e �a +a nar �•es �lISP6G�"'ION NOT_ City of Ttgard Building Department k- 13125 BM Hall Blvd. Tigard, Oregon 97223 I - ;pection Line (Rec-O-Phone): 639-4175 Business Phones 639-4171 Inspect Lon:—___ A Footing P1L•9. Underelab Mech. Rough-in Anpr/Sdwlk Found. Plb9. Top Out Gas Line FINALe Post/Beam Struct. San. Sewer Framing -Bldg. Pcet/Ream Mech. Rain Drain Insulation -Plumb, Plb9. Underfloor Fnter Line Gyp. ad. -Mach. Date Recpspsteds L r.�IJ �lJ —Timet AM P11 Address:__ 7 Q a, : /P'a THE FOLLOWING CORRECTIONS ;RE RWIR=Dl 177 i r' - Inspactora_ �� -- ---- --- Dates s Z APPROVED _-- DISAPPROVED -__ APPROVED SUBJECT TO ABOVF. - __Call Fr Reinap. "No OWN vva CITYOFT167ARD r�,CRTY TWLAI" 40MMAW" Qe/&1.01?Mrttff DEPARTMENT OREGNON 13125 SW Hall Blvd. P.O.Bax 23397,Tigard,Oregon 97223 (503)6,19-4175 PLUMBING PERMIT Ft-KM1 1 14. . . ... . . 7 WJ119 DATE ISSUEDs 11/19/90 SITE ADDRESS—, :: 13 ,1/0 SW SCOFFING ST PARCEL 2S102AA---0V800 SUBDIVISION. . . .. ; Tl(.)ARD HIGHWAY TRACTTS ZONINGs CBD BLOCK. . . . . . . . . . c LOT. . . . . . . . . . . . . a26 CLASS OF WORK. . :ALT GARBAGE DISPOSALS. . : MOBILE HOME `SPACE .). 1 TYPE OF USE. . . . :C 0)M WASHING MACH. . . . . . . I BACKFLOW PREVI'TRS. . 9 OCCUPANCY URP. . -B2 F'-OOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . I STORIES. . . . . . . . 22 WATER HEATERS. . . . . . S CATCH BASINS. . . . . . . I F I X 7'U R E S LAUNDRY 'TRAYS. . . . . . I SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . 12 URINALS. . . . . . . . . . . . I GREASE TRAPS. . . . . . . C LAVATORIES. . . . . C OTHER FIXTURES. . . . . I 1U5/SHOWERS. . . . 31 SEWER LINE (ft) . . . . I WATER CLOSETS. . : WATER LINE DISHWASHERS— . : RAIN DRAIN (ft) -- : Remark Lower I r-vp 1 remod P 1.- i nt wa 1.1 s c I.. rms. , kitchen, etc. OWNER IIJALATIN VALLEY MENTAL HEALTH PRM; $ 25.00 8770 SW SCOFFINS PLCK $ 6.25 5PCT 4; 1.25 TIGARD OR 97223 PAYM 32. 50 JLH 11/13/90 Pho-ie Ps Plumbing NAme..... C i t y I t t e 1.4;ik 7 1 p REOUIRED INSPVC7 IONS Th J.s per m i t, J.s :1.s 4,tied st,t bj ect to th e re g - ulAtions cantakined in the Tigard ML1111-liCip'.-A. I. Rough-in InSp Carie, State of 0-re. Specialty Codes and all top--out Inup .......... Other AppliC.-Able 1AWS. All 1100-rk will be Storm Drain Insp in -Accordancip with approved plans. This Finai Intpection permit will Lsxpire if' work is not started Wit-hill 180 dAyS Of iSSUAIlCe, or if woy4r. is suspend for s sa r more than 180 day . "7 x Authati7.ed/ PRtmbfng Cant rJkCt01' 51411attA-re Call. for inspection 639 --4175 Contractor Notes 11 ........... I CITY OF TIGARD OREGON November. 19, 1990 John W. Finklea i John W. Finklea - Architect 222 S.W. Harrienn atrefit, Suite GA-4 portland, OR 97201 Project: TV Mental Health Center., Bup,M-0337 8770 S.W. Scoffins Street Dear Hr. Finklea: r 12, 1990, contains information sufficient to Your letter of NovPmbe f the plans for till's project. Planet w allow us to grant approval o been show changes or additions to the mechanical system have not submitted. If you have questions, or if we may be of assistance, please contact us. Sincerely, � 1, z�. j Jim a . plans Examiner Fax 503-684-7297 i 1315 SW HallBlvd,,P.O.Box 23397.Tigard,Oregon 97223 (503)639-4171 -- — c-- TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIWE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • heaverlon, OR 97076• (503) 526.2469• FAX 526-2536 November Ji, 1990 John W. Finkl ea 222 S.W. Harrison, Suite G.A..4 Portland, Oregc, l 97201 Re: Adolesceat. Day Treatment Program Tualatin valley Mental Health Care 8770 Suath Scoffins Street 6089E-216-000 Dear John: Thank you for the response on my plan review dated OctG ber 31 , 1990, to clarify a couple of more items. 1 . On item #2 of the plan review, your response "the fire alarm will be installed and connected to security system" . Securi. „ ty alarm panels are not desi� �d or listed fcr fire alarm panels. A U.L. listed or F.M. .listed fire alarm panel shall be installed. Additi_onal.t y, plans shad be submitted to my office for the fire alerm system showing locations of pulls, locations of smoky de;-cctors, and battery --alculations, along with cut sheets all equipment . 2 . You noted that I asked for panic hardware- 1-o .be installed on doors #9, #33 and #2.9. You stated than; panic hardware had been speci lied for d^;,r #11 . Door., 49, 033 and #29 were- street front doors with no latch- set:, only a closure and that doors would .not be Io^ked during business hours of operation. Uniform Building Code Section 3319(j) requires that no latch or lock be instal lF•d on doors other than panic harciwa,:a in Group occ ipanci.es. 04 Smokc Detectors Sr,ve Lives John W. Fi.nklea November 15, 1990 Page 2 If I can be of any further assistance to you, Please feel free to contact me at 526-2502. Sincerely Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department: 'W 71 W s1 r, Iall LRUJLDJN0 PER1111 4/ CITYOFTIGARD4TWORDM I 1 0. . . . . . . » T3lJF�90 03: 7 COMMUNITV DEVELOPMENT DEPARTMENT ORS+ DATE. ISSUED: 11./1 3/`30 13126 SW Hell Blvd. P.O.Box 23397,TVIUd,OreW 47223(603)834-.;F5 6/70 SIA-1 -,) I v RF-PUL: 2S:I.02AO•••02800 'TIGARD HIGHWAY TRAC'TTSi ZONING: GBD OLOCK. . . . . . . . . . .. LO 1'. ,. , . . . ,. . ., . „ »r'6 REISSUE:: F1 001.1' Aiil AS._.._.__...._.._._...._..._ EX-TERIOR W0I_1_ COI,IS'T-RUC:TI:ON.- CLASiS OF WORK. :ALi' F•IRS'f. . . . ..3975 sf N: Sc F_: W: TYr'i' OF USE ,. . . :CON `9E.C;.1h1D. ,. . sf F'ROT'E.C:1' OPE:NIhIG:i''--___.__......... i YPE: OF CONST. :`;N T i''D. . . . : sf hl» S: El W: OCCUPANCY ORF'. -D2 2 '1':7'TA'_•_..-1_.....-..-: 3975 s f ROOF' CONSII » FIRE F K T ; OCCUPANCY I_.OAD»8'1 BASEME hl'T. : s f AREA SEP. RA'TE:D e; a i C7R. :r HT. .-2(4 f t GARAGE:.. . . : <.s f OCC'U SEP. F'0'TE::D: DSIII'?-.N MUZZ'':N READ SF.'rElACKS----____._.._...._ RE QUIRED-••_.._._.-_.. FLOOR LOAD,, . . . :."•0 ps>f LEFT: ft RGHT: ft FTR SFIKI._»N Si10K DET.. .N / DWELLING UNITS: 1=RNT: ft REAR: ft F*U� ALRM:N HNDICP 4)CC::Y 1<E P,1*1S»V PATHS. 111P SURI-ACE.- ORO CORR:Y PARK I N6: VAl.UE.. 'N-, 55000 :enlark.s» I._owe•r Teve 1. renlode:l-•ir1t. wa1 J ,a, el ,. —rens., P.a.tr..1•Ievi, eta••. lJIx.',IP1•• -......_........._.-._.._.-......_,........_.... ...._ ...................,.__.._ .. ...,_......_._._ ... - ... _.•---• _ .. ._...._._....._.._ FEES .... ................_ ..__.... ... 1dA!..ATTN VALLEY MENIAL_ HEALTH type enloctllt by date -rec:p3. 3770 (.;W :SCOF'F'TN!S PAYM 'I 31i'_. `3N JLH 10/26/`3 a1 I'T:GAF'':) OR 9722'..' I-'LCK $ 1.9;3. 70 1'-'hr.l,tie #» FIRE 1; 119. 20 o1ltr�ac^tc1 » _...._....__......__.._....._.._..... _..........._ PAYM $ 3 2.90 JL.H 11/13/91: 11OR SHALL C U;1PANY CONSTRUCI':CON 1156P 1. SW HOOD ST -'OT,TLI-IND UR 91201 __._ .._._._.__...___._._.._._.__._.___._._.. _..._.......... ....._... Ohfiii ? #: A f.,25. 30 TOTAL __.............._...- REQUIRED J.NSPEC;TIONSi __._. ..........__ ;his permit is issued subiect to the requlaticns contaiolie in the C3:Lab :1t•Is>p __��__•_�_•__•,_,____._,__...__ TilJard Municipal Cede, State of Ore. Specialty Codes aid all other F•ranling hasp _ _.•M._•______,._-„ applicable laws. All work will be done in accordance -jith 11.1sit.tlat•7.(:))•I r1-1Sp .......... appro«ed plans. This permit will elpire if work is r,ot started Gyp 14c)a•rd 11-Is1.1 within 188 days of issuance, or if work is suspsndee fo^ more st.tsp C lr:41n1J Insp than 188 days. F i.11 a:L Ins,per.t i r)Ia __ _.. _ _ _.._..__.._............ .__.. ......_...._ ! ermi.ttee 5i.91-1<aL _.._..._..._............................. ............... tted E'Y ' __........__........._... Call. fn-r, i.l7sperti — t:,39-4175 Cr7YOFTIOARD CITYOFTWARDI COMMUNITY D'E%;ELOPMENT DEPARTMENT 00100H 13125 SW H0 Blvd. P.O.11 ix 23JQ7,Tigard,Oregon 97223(503)6394175 R 1111 t1. . . . . . 29f G39--4:1.71 DATE ISSUED: 11/113/90 SITE ADDRESS— . 87*70 SW SCOFF"TNS 51 1-.,()RCEI-- SUBDIVISION. . . . I 'TIGARD HIGHW$iY I'RACTI'S ZONING- CDD BLOCK. . . . . . .. . . LO1*. . . . . .. . . . . . . . ..2 G- CLASS OF WORK. ALJ GAR13AGL" DIS17'OSAL.S. MOBTLE, HOME I YPE OF' USE. COM WASHING MACH. . . . .. .. . PA CI K F L 13 W PRE VN TR S., OCCUr-"ANC Y GRP. . P2 F1 0 C)R 1)R A I NS. . . . rRnv�s. . . . . . . . . . 9TORIES. . . . . . . . ..2 WRIER HEATERS. . . ,. . . CATCH POSINS. . . . . . I -" RAIN Dr.'.AINS., F I X I'U P E G I ("UNDRY G1 !SINKS. :2 URINALS. . . . . . . OREA SE:: 'TRAPS. . LAVATORICS. . . . . I OTHER F'IXT'URES., . TU D/S H 0 W ERI S. . . . : 1 SEWER LINE ( ft) . . . . ... WATER C.'LOSEIS. . - WATER (ft) .-- DTF;HWPSHERS. . . . : R'011- DRAIN (ft) — . . R'Pmat+.rs: L(.)wp,r, 1evel. c.-J .. rnvt. . 1)V4 n e.1, TUA1 A'T:r.N VALLEY MCNI'AL HE:AL-7'H t,,I.i e 'A m(I u 11 t by date 41 e t 1.F17'70 '33W S C 0 FF1 N S .R 117' $ 25. 00 PLCK $ G. 255 TIGARD OR 97V23 5PC V $ 1.25 Pfloile #-: F."A YM It 32. 50 TLH 1',)ntrac-tar.- ............ ()(1' WESTPLUMPING 0 BOX 1.05(., i VrL! S B 0 R C) C)f; ..... ................. ... . ......... Ph(:)i-)e 5031,486441 32. 50 701AL Reg 0. . .- 502,31 .................. ,!EOUIRET) IN�,PECJIONS This Dermit IS issued subject to the reviitions contained in t.4e Rcmr .4h–in Insf) .......... Tigard Municipal Code, State of Ore. Soelialty Codes and all. other 'T --()m t 11-1 S P ...... appl!cable laws. All work wi,'l be done in accordance with Storm Drain Insp -Approved plans. This pewit will expire if work is not started Fina.1 within IN days of issuance, or if work is suspended f0- NOTe than 181 days. .................. ........... ormittee Signatur(*.. �// �G�►t Qti1 __.._ _.�_ _____ _w _ .__ �___ _.r. ... I / .......... TSSUed Fly: . .. ........... Call. 1�ar inspec,,tion 639--.41.75 UK INJI111'NUIL III WE IN U 1140 1 WE k M Ems CITYOFTIFARD =YOFT*ARD� p VIBdxL P cowoN �TWJ!�Lx! (503) W(R''tE n 603) 4 FILL) ' 1146 PERMLI_ PERMIT N. . . . . . . c PL1190-020(-, DATE ISSUEDs 1.1/13/90 KITL ADDRESS. . . : 8770 SW SCOFFINS ST PARCEL% 29102AA-02800 9OBDIVISION. . . . i TIGARD HIGHWAY TRACITS ZONING: CBD DIOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :26 CLASS OF WORK. . eALT GARDAGE DISPOSALS. . : MOBILE HOME ',*,PACES. a TYPE OF USE. . zC0M WASHING MACH. . . . . . . : PACKFL.OW PREVI,''T'R3. - I OCCUPANCY GRP. . iB2 FLOOR DRAINS. . . . . . . s TRAPS. . . . . . . . . . . . . . . 9 T'ORIES. . . . . . . . 02 WAIER HEATERS...... CATCH BASINS. . . . . . . FIXTURES---- LAUNDRY 'PRAYS. . . . . . » SF RAIN DRA I NIS. . - .. . 9)1 N K S. . . . . . . . . . .. URINALS. . . . . . . . . . . . GRE OSE TRAPS. . . . . . 1_AVATORIES. . . . . : OTHER FIXTURES. . . . . TA.JP/SHOWL*RS. . . . 9 1 SEWER LINE (ft) . . . . WITER CLOSETS.. . 6 WATER LINE (ft) . . . . : DISHWASHERS. . . . : PAIN DRAIN (ft) . . . . 9 Remarks: Lower level remodel.-int. wallig' cl. rm�'.. ' kitchen, Pt,(--. OWNER: --------- - ------------------ -------- --------FEES---------- IAJALAT� N VALLEY MENTAL HEALTH PRMT f 25.00 M, 70 SW SCOFFING PLCK $ 6.25 5PCT $ 1. 25 liGO!'D OR 9,1223 PAYM $ 3250 JLH 11/13/90 1one W Plumbing Contractor:-_......_......_._._/_.._...._.._....__... Iii amei Address: City:. Ph one#I #: ------- ------- REQUIRED INSPECYTIUNS This permit is i%si.ted subject to the rag- ulations contained in the Tigard Municipal Rough-in Insp Ends, State of Ore. Specialty Codes and aLl Top-out Insp other applicable laws. All work will be done Storm Drain Insp in accordance with approved plans. This Final Inspection permit will expire if work is not started ......... within IBM days of issuance, or if work 04 suspooded for more i n 18@ days. f r .._ __ ___.__ _ _.____.____ . ------------- .. .... . . .. ................. ... .......... ....._._._._ _..__...____ z . Asrthar umb�,,.q Contractor Signature Cal 3 for inspection G39-114175 Contractor ........... .................................. I I CITY C!` T I GORE) R'E.';L 1 F'f Ur- PAYMENT RECEIPT NO. tram- ,�, 4 NAME TUAI_ a VALI.Ey NENTAI CliECk:; AMOUNT ;AC >FEaw; F _1 - 345.4c 14E( 0 NW CORNELL. RD . " PAYMENT DATE e 1 !, i I ti/*' I POR,'T 1.Al IV, or, 97 SIJBD I V I s I ON a B770 ,W SCOFF Trio i r-'ukPOsE Or pAY1lf,r.'T rartn0N'r PAID�7 f. URf'OSE Of" PAYMENTOUNT' Fahl PAID . ..37 __ __ _ S T. k►I..r I t_I) F�Iwt; Ft. C►i'► r'�I.UMB I Mia f'k`F�M f't..h{90-0206 ,� .t 6. 1"i PLAN CMf�Ck: F=F • • • 0R;, 6. 2,m. I JI I 1 i TCITs.ak AMOUNT JOHN W. FINKLEA • ARCHITECT- 222 SW. IIARRISON . SUITE C.A.4 • PORTLAND OR 97201 . 503-248-0517 Jtm Jaqua City of Tigard 13125 SW Hall Blvd . P.Q. Box 23397 Tiqard, Oreqon 97223 November 12, 1990 Dear Mr . Jaq.aa, In response to your letter of November 7, 1.590 regardinq Tualatin Valley Mental Health Center , BUP90-0337, please note the clarification of the followinq items . 1 . Water resistant gypsum board will he installed in shower Room 1'21 . 2. Stair treads shown in detail 3 sheet 1 , will be revised to meet code 3. Existinq Toilet Room walls have a 98" wainscot on all walls . 9 . Existing Toilet Rooms are handicap equipped. 5. Current requirements have been met with existing handicap park inq . The contractor has been informed of their requirements . Please let me know if additional information is needed . Thanks for your assistance . Sincerely, J Jchr1 Fin c. _-Yz-�—hitect ng/jf 2890111 . 01 cc : Gary Dombroff John Marshai . JOYIN W. FINKLEA • ARCIIITECT-. 222 SW. IIARRISUN . SUITE G.A.4 . PORTLAND OR 97201 . 503 248-0617 Gene Dirchill 4755 SW Griffith [give P .O. Box 4755 Beaverton, Oreqon 97076 November 1 .:, 1990 Dear Mr . Birchill, In response to your letter dated October 31, 1990 -eqarding the Adolescent Day Treatment. Proqram Puildinq, please note the followinq clarificati, ns . Itend # 1. Phe proposed ceilinq system is enclosed . 2 . The fire alarm will be i stalled and connected fn the Security system. baric hardware has been sp-cified for Door #li . Doors #9, #33 and #29 are storefront doom: with no latchset, only a closer . Doors will nut be locked diarinq hours of operation . 4 . Handrail height will he constructed to meet code . 5. Owner will comply. 6 . Owner will comply. 7 . Contractor has been notifi,_d . 8 . Contractor will comply. 9 . Owner will comply. 1 Plea a let me know if you require further information. Sin ere y, i \ \\ \\ John W. inkleal 1 Aze iterL s JJ J incl . C:eLlinq assembly cc : Jim Jaqua Gary Dombroff John Marshall 2890111 . 02 R �► q # A • i CITY OF TIG/�RD OREGON Noveaber 7, 1990 John 4. Pinklea John W. Finklea •- Architect 222 S.W. FIarrison Street, Suite GA-4 Portland, OR 972.01 Project: TV Mental Health Center, SUP90--0337 8770 S.W. Scoffins Street Dear Mr. T'inkl,�as The plans for this project were reviewed for conformity with applicable codes, and are conditionally approved, subject to clarification of the following items or revision of associates details. 1. Gypsum board installed on walls to Shower Room 121 shall be water.-resistant. 2, Stair treads, as shown in Detail 3, Sheet 1, shall measure 11 inches measured horicontally bk•tween the vertical planes of the furthermost protection of adjacent treads. 3. Toilet room walls shall lave a 48--inch high wainscot on all walle within 2 feetof toilets or urinals. 4. Toilet rooms shall De prolrided with handicap facilities. S. Handicap parking shall coriply with current rP::.iLrements. Please submit plans which show changes or additions to the mechanical or plumbinq systems. Separate permits are required for any such work. You may get: the building permit for the projec4 at your convenience.lf you have questions, or if we may be of assistance, please contact Fie at ar time. Sincerely, Ji.m Jagvik' Plans Examiner 13125 SW Hail Wvd„P.O.Box 23397,Tigard,Oregon 97223 (503)6..'9-4171 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith [hive• P.O. Box 4755 • : • Beaverton, OR 97076• (503) 526-2469 FAX 526-2538 October 31, 1990 John W. Finklea, Arcyitect 222 S.W, Harrison, Suite -a,y_4 Portland, Oregon 97'201 Re: Adolescent Day i-reatment Progz•am Tualatin vallo�y Menta Health Care 8770 South Scroffinsr Sheet 6089B-216-00() Dear sir: This is a Fire and Life Safet.- Plan Review and is based on the 1988 editions of the Fire 6;,d Life Safety Code (UBC) , Mechanical Fire a,irl Life. Safety Code (UMC (UFC! , and other local ordinances andregu�at.iorlorm Fire Code g. Plans are conditionally approved as submitted subject to the following items; 1 • Ocruoa; ^v Se arationr between en a Gro- ^Occupancy separation is required less than one hour. Ceiling 2 and E occupancies of not .in submittal Ceiling systems have been included which system �scto be used[ror' it is not clear as to Please clarify this, 2• Fire Alarm, Uccu ani 1r, that a fire alarmwillbedsofor this facility indicate classification, quired under Group E Office contain no fire alarm referis� to and examined by this three (3) sets Of stem, Not less than submitted to t ' plans for tae .installation shall be is office for apprc,„al prior to installation, Cut sheets of e Power calculations shall be in�ludedrywi�hds��mi.tted plans. UBC Sec, 302(b) 3• Poor Panic hardware is re numt.:r #9#3333 and #29 for this facility. on doors 4 Outside Stairs not less than 3Q �dof138dr`ail !1eht: Handrails shall be stair tread, inche3 above the nose of each "Work/nt"Smoke Detectors Save Lives �► aw +� w� � �► si +M John W. Finkle.a, Architect October 31 , 1990 Page 2 5 . Address Re_guired_ The tenant space number must t- prominently displayed on the street front where it is readily visible drivers officers vehicles�e3UFCdSe�. fire apparatus and other emergency 10.208 6. Fire Extinguisher Requirements_ Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square feet of floor area or fraction thereof. The travel distance to an extinguisher from an,r portion of the building shall not exceed 75 feet. UFC Sec. 10.303 (*) 2A10B:C - Light and Or.dina y Hazard 4A10B:C - Extra Hazard (**) 3,000 - Light Hazard 1 ,500 - Ordinary Hazard 1 ,000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel di.stanctz shorter. See requirements in National Fire Protection Association Standard .10-1 . 7. Firesto igg- In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescrited firestopping to accommor'ate wiring, plumbing, and other similar utility runs must .'.)e packed with noncombustible materials in an approved m6nner• so as to prevent the passage of flame. UAC Sec. 2..516 B. Approved plans on Job _Si.� E_ one set of approved plans bearing the stamps of the building department issuing tiie construction permit and this office must be maintained on the project site throughout all phases of construction and must be made ava.il«ble to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 9. Required ��cc�anc Certifi.�ate: Prior to the use and oc.;upancy of the project (space) , a certificate of occu Fancy or other written instrument of approval must be obtained from the building department issuing the construction permit . UBC Sec. 307 John W. Finklea, Architect October 31 , 1990 Page 3 i.-.-L i c-n be of any further assiRtance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Departmbrt 1 IT`. OF TI ARD RECEIPT OF F"'AYME::NT RECE:.TE•T IJO. c'i'C.) '(:6 12 C HEL-CK (MUN T s "12. 9C) P1AI 1k c TUALAT I N VAI I—EY MENTAL. I:,ASH AMOUN, !► K► P,X)RE:SS s HEALTH CENTER PAYMENT DATE o IV 29%90 1.460() NG! CORNE..L.L. RD SURD T V I S J CIN s POPTL AICD. OF' 97""29-- 07-17(") sW '3I_CTFf`IN!' i PURPOSE OV PAYML•N1 W4u(INT F,A J D PL.IRF''OSE OF PAYMENT (1h OUIJT F'A I L) 193.E 1 T �'�► TUALATIN VAt.t_ `'I..,AN�C..I-Ir:r."!' F ►�► . . ^7 rite ..._._._...._— 1 1 Ci I j I I I I �J F AL_ AMOUNT PAID I PROJECT MANUAL AD OI ESCFNT u.AY TREAXMFNT PRO('-R-AM TUALATIN VALLEY MENTAL HEALTH CENTER JOHN W. FINKLEA ARCHITECT' 222 SW HARRISON SUITE GA-4 J PORTLAND. OREGON 97201 • ALIGN NEW WALL REMOVE EX'(i. EXHAUST FAN- JJ/ EX'G. FINISH OF PATCH EXT., REPAIR INT. GYP. 4 NEW JAMB WHERE BD.- REPLACE INSULATION 3 EXHAUST PENT APPLICABLE AS NEEDED FOR RANGE HOOP fT (E) CHASE - ---- -- ----- -- _ - I -- _F--- -- Si-K�ItJEF�_ y )F-LJP �3 ( GROUP R 02ST '_ aTAFF LOUI�sE 110 NOTE 04 GENERAL - -_� NOTRANGE/HOODCONDI- ',� SHOr11�C.TIONS S STECLASSROOM 103 I�- i=REi' RALTREF. QEMOVE EX'G. C�•L.ASSROOM 101- CABINETaKITCHEN 103N.LG• r 1� PLUMBING CHASE ---- j BATCH AS REQ'D. _ _ _ UPPER - r�V/C EXIST. V/C ( I� RELOCATE TIME A A CABINETS - I I . SINK 1N OUT Z v ft-F. �► 1 1 V/� i E) W.N. lE) lE) V/C (� j 1 NEW CABINETS (�� Z` - 110 - cp .- E)�-- -� \ �_.__�E) \-._, _ I N.L... 2 TRIPLE - - (� 1 O LAG T \ C�7) / 18 I -� SINK I \ O et E^ S EXIST. II / Q E_X'.i. We MENS �- EX'G. MEN • N l-� _ _- - SHEET - - �► ter.' c►� G (ra3 101 Ca z - _ - - i VINYL -- - - ---� -- x 3 16 19 3 i / EX'G. SIL EWALK 3 TEL. - \ r - -- --- - FF. E QQa TIME -\\ OUT '� .. CARPET 8,-0, I �� r - DOOR 036 F5ELOW L,"-NDING N ? Ill ........... .. •..31�E.. Vf6.....,,. = i I PRO ADE I HR. - � - � N ? SHELVES C2 I I SEPEPATION \ 33 t _t \. I i i UNDER STARS ` � \4JJ� l7 LAYERS �_ I I I I I �+fj• TYPE 'Y' _ -- !�'M01/E WINDOW- (1 I 1� I I I I GYP. BD. �--� FRAME-IN FOR 14 �U I �' 2 9 `'A CORRIDOR 109 0 I i / 5 <3 4> NEW DOOR - - -- 3 �� - �30 _ 7 ) $ - 6 4 1s -� I I _ � 3 i u -4-- _ I r1�. - NAKDR.AlL Tl'P. ::: I ' C1 3> - - MILIEU 104 . FI� RFGE I�.`I 1 1 in REMOI/E t�, I I I I I STORAGE 120 • 41 NIGH lN.l - P - -19 (1 cJ 022 I LOWER I I I I WALKMAT O COUNTc%� - `-� I TIME r; }. RUN Of I I I I OVER 1 __ TOP • / ° \ \ �= I I I I I ROOF MEMBRANE --- 29' AFF. y I \ 'UT REMOVE I F=- _ � STAIRS I I I I I\ � (_- / �� T s ti• WALL tALIGN NEW WALL-- bra MM. 0 DOOR I i -- -------- - TORAGE 105 W/ EX'G. C�, T3 R- - ° ;� Gr_xJNSELiNG COUrdSEL.ING COIbVSELING /023OMME ROOM 116 RO Xl 115 R.�OM 114 ! -- II _ I 32 - -- -- - �' OFFICE 118 3 I I COUNSEL INC 8 7 �- 24 ROOM 106 W 3LIN II WAITING Ill I °1'-4' 10 -10 TIME OUT I I STAIRS U(F CHASE ENN-4 - - Oso ( I \ Sr LU4LL LEGEND Z u -_-_ - -- FLOOR FLAN - LOWER LEVEL � � o EX'G. WALLS TO REMAIN EX'G. WALLS TO BE REPIOVED NEW WALLS TO STRUCTURE i/4'•1'-0' NEW WALLS TO BOTTOM CF GRID 0 , l Tualatin Valley Mental Health Center � 0 NOTE: REMCVE ALL EX'G. DEMOUNTABLE NOTES: GENERAL �.r PATITIONS /,ND PAT.,H WALLS A8 REQ'D. i. Reuse existing doors and frames: � 000 Ther-I! are (10) 31-0" x 61-811 doors and frames. Report damage that will prevent their reuse. Contractor responsible for preparation necessary for specified finish. 2 . Reuse existing locksets (2) . Passage sets to be individually PROVIDE DUCT FOR bagged, - EXHAUST FAN- CARRY marked and turned over to TO EXT, WALL W/ owner. VENT COVER - _. 3 . See Electrical for notes on existing -- ------- - ��--- OPEN ABOVE CABINETS - light fixtures and Electrical devices. LACE CHECK \ --'F- -- ' 4 . Build up floor at shower. with 2 x6 at - - -- - ---- — --- WING WALL N " DR?,'lA�l JOB • �� ,' �, `� BEYOND 16 o.c. with 3/4 exterior glue plywoad A.6. A.S. AS.;�a-- �` - _ A:3., ` i with sheet vinyl over - See detail . �C 2890 - Verify ht requirements with Plumber. LA � A.S. � AA. A.B. � A.S. � � 6,8. ' LTG. UNDER CABINET NOTES: ELEL 'RICAL PLUG ----= _ rLAM STRIP _ O I BACKSPLASH�� - �' G'' ' BD• - -� ' - ' 1. Existing 4 tube florescent lights _:jr NIC:. �I N.IC. °� - 4' P-LAM SEPARATE REMOVABLE CABINET 47 count are to he reused. - L _- -� _ BACKSPLASH FOR FUTURE pl°�IWASHER ( ) ed. All s,4. f,$ fixtures to b;3 tested prior to install- ation. nstal 1- '� SINK - --r--- - p1r I _ I = - -- _ ation. Inform Architect of fixtures SNE1=T TITLE U1R vWR lu I DWR. DWR I I I �� DWR DWR DWR DWR DWR that are not in working order . --- NOTE: FLOOR PLAN , , ' `� ,� B OF CABINET TO BE 2 . Existing thermostats to be reused INTERIOR ELEVATIONS F•b. F.S. v ,S � PLANS. - - - -- -- _ .--- AGK _!-- =_ ' DWFR F8^ �'�F_S. _-F-__ __ --- LAE•:. W1 TOE K��aC (2 count) . Inform Architect if existing C.aRRY RUBBER BABE AROUND k ulipmei.+ is faulty or needs replacement. CABINETS • TOE SPACE. _-- - 3 . All existing outlets that are to be 4 TOES AGE ' TOE 3 AC l._--_-� - 4' TOES ACE orderwand properbe twi*-inq,for proper working 14' 33' I 33' 12' 30' 16' 54' 4` 241 I 24' 18' 301 I 24' - -- - - - - --- _- - ---_ - - - - ------,� - ----- - ---k- - - - - - ------- ,�- 4 . Lights in 1 hour ceiling assembly to be protected in accordance with 1 hour assembl guidelines. Coordinate with other tra�e�s. STAFF LOUNGE KITCHEN _ KITCHEN' ELEVATION KI�"G4-,EN F!EVATIOi�I : 1'a' ■ 1'-0' I FINAL 5EZ ALL FUTUK RENSIONS TO BE ON SK FJ44AT�' IF THIS DOCUMENT IS Lb.;9, � � I � � �' il � ll � il II(7�'IIIIf�II I IIIIIII� IiIIIIIIIIIIII � lllllll VIII IrillII IIIII IIIIII Ilf1' IIILEGIBLE T1iAN TRIS NOTATION, 1 I r � I I I I I -r' I.-_ ----- _�-- ___l� _ � ---' 1-- _ I 7 8 I 9 ' 0 11 12 C)BER 2 6 993 �_ • I T I S DUE TO THE QUALITY OF -_ N0.JP �...rw^•'. THE ORIGINAL, DOCUMENT. - ---__-- --- -.__ T__- ___ - ___-- _ _- - _- - -J�l 1 �- P i L ii i i I ,I II VII �11� III �I I � I ,I I�I � I�I�ii I�Illllllllll'�IIIIIIIIII�IIII�� .�L��L�,lr� �IlhlllI UI�I I d I i i pn`7u -M HEALTH CENTER HE TUALATIN VALLEY MENTAL � K�U� AnOms-ENI' DAY TREATNf�NI' 4 8770 SoutY, Scoffins Street Tigan(., Oregon 97223 1 October 15, 1990 e r: T D.OREGON OF John W. Tinklea ARCHITECT -22 S.W. Harrison St. Suite GA-4 Portland, Oregon 97201 (503) 248-0617 CONTENTS PAGES BIDGING RF�IREMEN ., 00010 Invitations to bid 1 00300 Bid Form _ _ _ 2-3 CONTRACT FORMS Agreement 1-8 Project Forms XNDITIONS OF THE CONTRACT 70100 General conditions (AIA A201, 1987 edition) 1-24 00800 Supplementary General Conditions 1-4 SPECIE CATCONS DIVISION 01000. GENERAL REQUIREMENTS 01010 Summary of the Work _ 1 01200 Progress _ 2 01500 Temporary Facilities and Controls 3-4 01.6C0 Materials and Equipment _ 5 01700 Project Close Out _ _ _ 6 DIVISION 0200. SITEWORY, NONE 02110 Demolition 1 DIVI.1ION 06000. WOOD AND PLASTICS 06400 Millwork 1-2 DIVISION 07/000. THERMAL AND MOISTURE PROTECTION 072010 Insulation 1 07600 Sheet Metal 2 07900 Sealants 3 DIVISION 08000. DOORS AND WINDOWS 08100 Metal Doors and Frames 1-2 08200 Wood Doors 3 08700 Finish Hardware 4 08850 Glass 6 Glazing 5-6 DIVISION 09000. FINISHES 09110 Non-Load Bearing Wall Framing Y _ 1 09250 Gypsum Drywall 2-3 09650 Resilent Flooring 4-5 09680 Carpeting _ 6 099UO Painting _ _ 7-8 09950 Suspended ceili.nn system _ — 9 DIVISION 10000. SPECIALTIES 10400 Identifying Devices _ 1 10800 Toilet and Bath Acc< ssories 2 DIVISION 15000. MECHANICAL 15010 General Provisions 1 15400 Plumbing 2 DIVISION _6000. ELECTRICAL 16000 Electrical 1 16500 Communication Systems 2 APPENDIX Schedules Products Wall/Ceiling Assemblies IF ■ ■ ■ ■ ■ ■ E 00010. INVITATION TO BID 01. Single contract lump sum proposals are invited for the renovation for T.V.M.H.C. at 8770 S.W. Scoffins, Tigard, OR. , 97223 . First floor only. 02 . The Owner is Tualatin Valley Mental Health Cen`er, Tigard, Oregon. 03 . The Architect is John Finklea, Architect, 7.22 S.W. Harrison, Suite GA-4 , Portland, Oregon 97201 . Telephone 249-0617 . 04 . Proposals will be received by the Owner no lacer than November 1990 at the office of John W. Finklea, Architect. 05. Bidding documents may be examined at the office (if the Architect. 06. Bidders may obtain one set of bidding documents at the Architect's office upon deposit of $25. 00. Additional sets and partial sets may be purchased from the Arc',itect for the cost of reproduction. 07 . Proposals must include a sti?ulated completion time. Failure to complete work on time will incur liquidated damages. 08 . The Owner wishes to occupy the building by January 1, 1991. 09 . The bid will be. closed with a decision by the owner within 1 week after bid submittal . i INVITATION TO BID CO-01 00300. BI_Q. -RM- Adolescent Day Treatment Program BID: Tualatin Valley Mental Health Center 8770 Solth Scoffins Street Tigard, Oregon 97223 DATE: October 191 1990. TIME: No later than 5: 00 pm. SUBMIT TO: John W. Fink_lea, Architect 222 SW Harrison, Suite GA-4 Portland, Oregon 97201 GENTLEMEN: The undersigned has carefully examined the Bidding Documents, has made an examination of the site of the proposed work and has made investigations necessary to determine the conditions to be encountered• The undrsined proposes to execut ote to complete the w r?'.furnish the lproducts sumof and perform al BASE BID Dollars _,_ ------ Cents and _ — - and to be bound by the Ridding Documents: Invitation to Bid Instructions to Bidders Supplementary Instructions to Bidders Bid Form General Conditions 3upplsmentary General Conditions Specifications Drawings: Architectural : Sheets A-1 through A-a Electrical : Sheets E-1 B-1 The Basa Bid may be increased in accordance with thq Alternates described in Division B-1 , and l:.sted Belo% , as may be selected by Tualatin Valley Mental Health Center. Alternate No. 1 Install shower on raised platform -n room #121 as shown on pans. Add----- - ----- _----------------- �--- Dollar. lS_—_---------- ' 00-02 BID FORM i iBID FORM iAlternate No. 2 Replace existing light fixture len's with 1/211 x 1/211 x 1/211 igold louver A.L.P. approved. — Add —— _ Dollar. ($r_ iThe bid will be closed with a decision by the owner within 4s hours after bid submittal. i The undersigned agrees to hold this proposal open for ten days following bid opening, and to enter into and execute the Agreement reof . if awarded on the basis the iThe undersigned agrees to order all products specified under this contract and commence work avclt a work substantiallyten days after completelon 12y. *hereof and that he will Januar _J. 1991. It is tindersto�d that time is of the essenc,a and in order to avoid undue ' upon the a oard of thewner the icontractme nated should be a prime consideration in The undersigned agrees tYen thisif hproposalunerslshaalfails nutl. andexecute voida satisfactory contract, The undersigned agrees that the Owner reserves the right to obtain l.ega?. counsel before award of contract. The name of the firm submitting this proposal_ is (Signature) �- (Name and Title of person signing proposal) Telephone Number- — ---- � ,l A Dated this _____ day of --� - END OF BID FORM 00-03 BID FORM •.nt Q �n T H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T /'.A Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1997 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSUL TA-ION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATIOA'. The 1987 Editi gn of AIA Document A201, General Conditions of the Contract for Construction, is adopted it; this document by reference. Uv not use witb otber general conditions unless tbi.s aocument is modified. This document has been approved snd endorsed by The Associated General Contraciors of America AGREEMENT made as of the day of in the year of Nineter:n Hundred and BETWEEN the Owner: (.Yame and address) and the Contractor: (Name and add.-ess) The Project is: (Name and tr"tiun) The Architect is: (Name and address) The Owner and Contractor agree as set forth below. Copyright 1915, 1918, 1925. 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, ©1987 by•rhe American Institute of Arc'.ii- trcts, 1735 New York Avenue,N W ,Washington,D C 10006. Reproduction of the maicrial herein or substantial quotation of Its provisions without written permission of thr AIA violat--s the copyright I;ws of the Unred States and will he subirc,i.) legal prosecution. A{A DOCUMOT A/01 • OWN F,R CONTRACTOR AGREEMENT• TWELFTH EDITION• AIAO • ®1987 A��yt�7 1 THE AMERICAN INSTITUTE C t;ARCHITECTS,1735 NEW YORK AVENUE,N.W,WASHIN(J.)N,D.0 20x1)(1 r V �� IWM M ARTICLE 1 THE CONTRACT DOCUMENTS The Contr-ict Documents consist of this AWcemert,Conditions of the Contract(General,Supplementary and other Conditions), Drawings, Specificatior., A.ddLnda issued prior to ex:cution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if 2marhed to this Agreement or repeated herein.The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements,either written or oral.An enumeration of the Contract Documents, other thsn Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents,ex:ept to the ev mt specifically indicatr.d in the Contract Documents to be the responsibility of others, or as follows: S ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL. COMPLETION 3.1 The(fate of commencement is the date from which the Contract Tirne of Paragraph 3 2 is measured,and shall be the date of this Agreement,as first written above,unless a different date is stated below or p•ovision is made for the date to be fixed in a notice to proceed issued by the Owner. (insert the date of comrnencemenl, of R dtf/ers from(be date of ibis Agreament or, (f applicable, state that for date will befixed in a notice to proceed) Unless the date of commencement is established by a notice to frcxeed issued by the Owner, the Contractor shall notify the Owner in writing not less than five days before commencing the NUcrk to permit the timely filing of mortgages,mechanic':,liens and other s-rurity interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Imert the calendar dote or number of calendar gays after the date of commencement.Also insert em requirements for earlier Substantial Completion of cer turn portiow of the Work, if not stated elseu-bene on the Contract Documents) , subject to adjustments of this Contract Time provided in the Contract Documents. (Insert provisions, if uny fur liquidated damages relating to failure it,complete on li.+ie) 'A DOCUMENT A101 a OWNER CONTRACTOR AGREEMENT a TWELFTH EDITION a A;A• a ®1987 E AMERICAN INSTITUTE(T ARCHITECTS,1711 NFW YORK AVE.NUE,N W.WASHit!r.Tf�N,D.0 20006 AIOI.1987 2 � rllw eta �rwe w s ARTS 4 CONTRACT SUM tract e Con sum of Dollars 4.1 The Cwntr shall pay the Contractor In cturen[funds for the Contrutor's perfotman�of�[ �.,ontract roV Provided a Con- ' ), subbed to additions and dt'I's[1Ct�7rlti ti p (fencs And are tract Wcun[ents. n the following alteniates,if any, which are dGccdbed in the Contra[D�xwn 4.2 T;Ic Contract Sum is based apo ted b the Owner, the owner subsequent la lbP e"Cutlorl of hereby acct} Y s4Cb oRber gltPrnales sbou.ing the amount for saCb and lbr dale antll tublfb fbal amDYnf is valid,) (Slate ux nm.ibers or oft•�idPntlJicattor�oJaccepted altPrnales lJ decisions on olM-al!ernates are to)be ibis,�greemm" aftorh a scbedule o; 4.3 Unit prices, if any, are as follows: I I li V1987 Al O1-1X87 3 AIA ppGt1W-1(T A101 . ;)WNER r_ CTOR AGREEMENT • TWELFTH EDt*rt( AlA 1735 NEW YORK AVENUE,N W.,WASHINGTON,[i C 1 THE AMERICAN INsi ITU rE OF ARCHI SCTS, r t ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submiti.d to the Architect by the Contractor aad Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents, 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: 5.3 'Provided an Application for Payment is received by the Architect not later than the day of a month,the Owner shall make pa 1ment to the Contractor not later than the day of the month. If an Applic.,tion for Payment is received by the Architect after the application hate fixed above, payment shall be made by the Owner not later than days after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall x based upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate Its accuracy as the Architect may require.This Schedule, unless objected to by the Architect, shall be used as a basis for revs wing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of ea:h po lion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of eai-h progress payment shall kY computed as follows: 5.6.1 Take that iortion of the Contract Sum properly allocable to competed Work as determined by multiplying the percentage completion of each poiuon of the Work by :he share of the total Contract allocated to that portion of the Work to the Schedule of Values, less retainage of percent ( %). Pending final determination of cost to the Owner of changes ii the work,amounts not in dispute may he included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by Change Orde.; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retainage of percent ( %); 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Architect has withf:Id or nullified a Certificate for Payment as provided in Para- graph 9.5 of the General Conditions. 5.7 The progress payment amount determined In accordance -ith Paragraph 5.6 shall be further modified under the following c ircunutances: 5.7.1 Add, upon Siibstanti4i Completion of the Work, a sum sufficient to increase the total payments to percent( %)of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettle(',claims; and 5.7.2 Add, if final completion of the Work is thereaher materially delayed through no fault of the Contractor, any addtuonal -mounts payable in accordance. with Subparagraph 9 IU 3 of the General Conditions. 5.8 Reduction or limitation of retainage, if any, shall be as follows: (/J it is intended priur to Substantial Completion u/$be entire Rork, to reduce or limit the rriatnage resultingfrom it.w/wrtentages inserted in Suhpxsra g,apbs 5 6/and 5 6 1 above.and ibis is nut explained rlsruberr in the Contract/hstumenrs, rn.trrr brrr prortstuns fur sttcb reduction or/imitation/ AIA DOCUMENT A101 • OWNER CONTRACTOR AGREEMENT ` TWELFTII EDITION• AIA• • d 1981 1111z AMERIIAM INST11111L OF ARCHITECTS,035 NEW YORK AVEIXE,N W,WASHINGTON,DC 20006 A101.1987 4 ARTICLE 00 FINAL PAYMEN" the owner to the Contractor when(1) Final payment,constituting the form d` balance ntrozf�0 er re fo►t the Conshall tractor's rede sponsibility bWty to correct nonconforming the Contract has been Y Pe ,^^ which necessarily Work as provided in Suhpuagraph 12.2 2 of the General Con utions and to satisfy other reyulrcments,lI any, shall be made by survive final pay.nent;anu(2)a final Certificate for Payment bass been issued by the Architect;such final pay the Owner not more than 30 days after the issuance of the Architect's final Ceruficate for Payment,or as follows. ARTICLE T MISCELLANEOUS PROVISIONS 7.1 Whcre reference is made in this Agreement to a provcienl of the General Conditions or another Contract Document,the rcf- erence refers to that provision as amended or Supplem-Ited ey Other provisions of the Contract Documr'nts. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate--ted below,or in the absence thereof, at the legal rate prevailing from time to tim:at the place where the Project is lOc2!ed. (Insert rear•of interest agreed upon, if an),) ecl Ilse raleduy of this provision Legal adtacr sbould be obtaon'd ((esurylaws and requirements under for Federal Trulb in Lenrhng Art similar state and lrn.al consumer Credo laws a,td other regulations at the Owners one CortruUur's pnnn/iul places o/business,rba/txalion of the f'ro/el.I and elseu,bere may Off u tlh res1wt I w deletions or modifications, and also regarding requirements such as wrillen disclosures or uwmen 7.3 Other provisions: ARTIl,t.,E 8 TERMINATION OR SUSPENSION 8.1 he Contract may ue (.�^'^a(~=� ! lite ownt;or the Contractor as provided in Art+ae 14 . f the General Conditions. 9.2 The Work may be ,.Ispended by the Owner as provided In Article t i of the Generd Condition. AIA DOCUMENT A101 • OWNER inNTttACTOR AGhEEMENT • TWELFTH nITION• AIA* • mlytl7 AIO1-1987 5 E,N.W,Wt\i;+1NGTON,DLC 2(V-"- 'THE AMERICAN INSTITUTE OF ARCHITECTS,173S t•EW YORK AVENU NOV w1E Y h ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement,are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor,AIA Document A101, 1987 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction,ALA Document t,201, 1987 Edition. 9.1.3 The Suppicmentary and other Conditions of the Contract are those contained in the Project Manual dated ' and are as follows: Document Title pages 1 9.1.4 The Specifications.re those contained in the Pro1crt Manual dated as In Subpz2gmph 9.1.3, and are?v follows (Either/Itr tbv S/wn/icnnutu brie or refer to an rxblbu anncbed to tbt3 Agreement) Section Title pages t ASA DOCUMENT A101 • owNER-CONTRACTOR. AGREEMENT • TWELFTH EDITION• AIA• • Cigs'— A1�11907 THE AMERICAN INSTITUTE OF ARCHITECTS,1'15 NEVE'YORK AVENUE,N W.WASHINGTON,D.C.20006 - ' i 9.1.5 The Drawings are as follows, and are dated unless a different date is shown below: (Ettber list the Drawings bore or refer to ver exbtbtt at(ac#ed to this Agreement.) Number Tide Date b 1 9.1.6 The Addenda, if any,ar,as follows: Numbc,r Date P+fiet; Portions of Addenda relating to bielrling requimm ms are not pan of the Contrart Documents unless the t,ouding requirements are also enumerAted in this Article 9. A!A[1OCNAW.MT A101 • OWNER-CONTRACT-DR AGREEMENT • TWELFTH EVITION • AIAe • 01987 THE AMERICAN INSTtTI iTC OF ARCHITECTS,'735 NEW YORK AVENUE,N W.,A i.AiNGTON,DC 70006 A1O1-1987 7 forming art o; the Contract 1)ocumcnts are as fOUows: rm+bidutn8 reyuirenunu sucb documents, if any. B P ;e,1eral Conditions Providepocbid-I u a enumerated x,1.7 Other docum ,art o the Cor tract Docurmer„',s aw ap nul Part Of tae Contract t or)"at "un to is Irutrucnuru to L'"Ide"J"TrI forms to d tte Con (/,tst bene any ot42ttlorua<drxuments wbicb arc intended to JXm br rt fit CoMroct Documents) as adtwr,tsemen -'w"l luted bene only If IruervUod iia Pa of In Ibis Agreement 77*y I I This Agreement is enter ituo as of the day and year first written above and is,xecuted in at, ASt threc original copies of which ' one is to be .ieiivered to the Contractor,one to the Architect for use in the admblLstratlon of the Ca�tract..uld the remainder tot e owner. ' CONTRACTOR OWNER --------------- (SYgnatuml r (Sigrmiure) ' -------- (Prfnttd name and title) _ (printed name and tltle) A/01-1987 6 AIA pOCUMEMT t t0A • r)WNER CONTRACTOR AGREEMENT • TWELFrM EDITION• AIA • 2219e7 K AVENUE,N W"A A+rtiINGTON 1'14E AMERICAN INSTITUTE OF ARCtIITECTS,1735 NEW YORK D,C 21X10 S it APF'U:ATION AND CERTIFICAIT fOR. PAYMENT AIA DOCUMENT 0702 PAGE ONE OF PAGES TO(Ownt,r PROILCI APPLICATION NO: Distribteinn to: L7 OWNER PERIOD FROM: ❑ ARCHITECT TO: [i CONTRACTOR El At 11 NTION CONTRACT FOR: ARCHITECT'S ❑ PROIECT NO: CONTRACT DATE CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment,as shown bc,ow, in connection with the Coniiact. Continuattor Sheet,AIA Document 6703,is attached. CHANt it URGER SUMMARY The pre,ent status of the account for this Contract is as follows: 1.h,tnge Orders approved ADDITIONS DEDUCTIONS ORIGINAL CONTRACT SUM .......................S in prc•s nus mnnihs by hs nrr TOTAL _ Net change by ChanP,e Orders .....................f _ Approved Ihls Month __— --- CONTIACT SUM TO DATE Numhrr UatrApprovcd TOTAL COMPLETED 6 STORED TO DATE ...........f (Column(I on G?03) RETAINAGE---96 ......................... or total in Column I on 6703 TOTALS _ TOTAI EARNED LESS RETAINAGE ..................f — Net change by Change Orders the.ndersigned Contractor certifies that to the best of his knowledge. LESS PREVIOUS CERTIFICATES FOR PAYMENT .......f information and belle( the Work covered by this Application for Payment has been completed in accnrdance with the Contract Docu• menu,that all amounts have been paid by him for Work for which previnw Certificates for Payment were Issued and payments received CURRENT PAYMENT DUE ..... .................. from dr Owner,and that current payment sf,?wn herein Is now due. CONTRACTOR: State of County of Suhscribed and sworn to before me this day of 1q Notary Public: By:—_ Date _ My Commission expires: ARCHITECT'S CERTIFICATE FOR PAYMENT AMU' 1T CERTIFIED ............ .... Ir.a.��rdann��••4h the Contract Documents, rased on onsite obser ............f _.—_.— (Attach explanation If amnunt certified differs Fmm the amount arnlird$or.) - vapor, and the das.=omprising the above arptication,the Architect ARCHITECT: cerblr-s to the Owner that the Work has progressed to the point Indicated;that to the best of his knowledge,Information and belief, By:_ ____ Date _ the quality of the Work is in accordance with the Contract Docu- ments;and that rhe Contractor Is entitled to payment of the AMOUNT This Certificate is not negotiable.The AMOUNT CERTIFIED is payaule only to the Contractor t FRTIFIFI) named herein. 1•suance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. .,. n.,n nnu+r-n�. .nom,,.,.... ,..,rr n.,r.+�r rno oays•r�r•anon sn+n mmnu• AI•e r m�n�n — CONTINUATION SHEET AIA DOCUMENT G703 (Instructions on reverse side) nv;t OF n1GIS AIA DOCument G701 APPLICATION AND CfRTIF:CATF FOR PAYMI NI,(ontain'nl (ontra(tnr's siRne,Certification is attached, APPLICATION NUMBER: In tabul„.,ons below,amounts are slated to the nearest dollar. APPLICATION DATE. Use Column I(in',,r' ,is where variable retainaf,e(or line items ma I PERIOD TO: Y a apply. ARCHITECT'S PROIECT NO: --- B _ c _ D f F -- C; H� 1 ITEM CcSCRIPTION OF WORK SCHEDULED WORK('OMPLEIEU NO. VALUE ___ MAIERIAIS TOUT % BALANCE Rf.TAINAG[ FROM PREVIOUS iH15 PERIOD PRESENTLY COMPLETED (G a CI TO FINN APPLICATION STOREb AND STORED Q (b 4 FI (NOT IN TO DAT[ - - DOR FI (D E4F) ++a W wa ter (7ONTRACTOR'S AR OWNER HITEl A"FIDAVIT OF CONTRACTORSURETY [� F AYMENT OF OTHER DEBTS AND CLAIMS AIA Document 6706 TO (Owner) ARCHITECT'S PROJECT NO: F_ CONTRACT FOR: L. J CONTRACT DATE: PROJECT: (name, address) State ofi Cu,tnty of: The undersigned, pursuant to Article 9 of the General Conditions of the Contract for Construction, AIA Document A201, hereby certifies that, except as listed below, he has paid in full or has otherwise satisfied all obligations for ail materials and equipment furnished, for all work, labor, and services performed, and fo, all known indebtedness and claims against the Contractor for damages arising in any manner in connec"on with the performance of the Contract referenced above for which the Owner or his property might in any way be held responsible. EXCEPTIONS: (If none, write "Norio". If required by the Owner, the Contract^r s)all furnish bond satisfactory to the Owner for each exception.) SUPPORTING DUCliMENTS ATTACHED HERETO: CONTRACTOR: 1. Consent of Surety to Final Payment, Whenever Surety is involved, Consent of Surety is required. AIA DOC'JMENT G707, CONSENT OF SURETY, Address: may be used for this purpose. Indicate attachment: (yes ) (no ) The following supporting documents should be at- tached hereto if requir-ri by the Owner: BY: 1 Contractor's Release or Waiver of Liens, condi- tional upon receipt of final payment. Subsc,ibed and s� orn to before me this 2. Separate Releases or Waivers of Liens from Sub- day of 19 contractors and material and equipment sup- pliers, to the extent required by the Ower, ac- companied by a list thereof. Notary Public: 3. Cc.,(ractor's Affidavit of Release of Liens (AIA DOCUMENT G706A). My Commission Expires: AIA DOCUMENT G706 ' CONTRACTOR'S AFFIDAVIT OF PA)MENT OF DEBTS AND CLAIMS 'APRIL 1970 EDITION ONE PAGE AIA®' 0 19:1 THL AMERICAN INSTITUTE OF ARCHITECTS, 1735 NE.V YORK AVF„ NW,WASHINGTON, D.C. -D006 CONSENT OF OWNER ❑ El SURETY COMPANY CONfTRACTOR ❑ TO FINAL PAYMENT SUR ❑ AIA DOCUMENT G707 PROJECT: (name, address) TO (Owner) 1 /ARCHITECT'S PROJECT NO: CONTRACT FOR: L � CONTRACT DATE: CONTRACTOR: In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (he a inse!i name and address of Surety Companyl SURETY COMPANY, on bond of (here insert name and address of Contractor` CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obllgltions to (here insert name and address of Owner) OWNER, as set forth in the said Surety Company's bond. IN WITNESS WH%REOF, the Surety Company has hereunto set its hand this day of 19 • Surety Company i -�-- ----___.__ Attest: Signature Au of th rr zed Representative (Seal): ------- NOTE: This form is to be used as a companion document to AIA DOCUMENT G706, CONTRACTOR'5 AFFIDAVIT Of PAYMENT OF DEBTS AND CLAIMS, Current Edition AIA DOCUMENT 0707•CONSENT OF SURETY COMPANY TO rINAL PAYMENT• APRIL 1910 EOITION • ALA® ONE PAGE m 1970•THE AMEkICAN INSi ITUTE OF ARCHITECTS,1735 NEW YORK AVE, NW, WASHINGT,:)N, D.C. 2W% T H B A M E R { C A N I N S T I T U T E O F A R C H I T E C T S IV _............. ---- AIA Lkwument A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL.CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICA77ON 1987 EDITION TABLE OF ARTICLES 1. GENERAL PROVISIONS 8, TIME 2. OWNER 9. PAYMENTS AND COMPLETION 3. CON ,•^".',TUR 10. PROTECTION OF PERSONS AND PROPERTY 4. ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS 5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK 6. CONSTRUCTION BY OWNER OR BY 0. MISCELLANEOUS PROVISIO',4S SEPARATE CONTRACTORS 14. TERMINATION OR SUSPENSION OF THE 7. CHANGES IN THE WORK CONTRACT This document has been approved'and endorsed by the Associated Generil Contactors of America. Copyright 1)11, 1915, 1918, 1925, 1937, 1451, 1958, 1961, 19tH,1966, 1967, 1970, 197t,,71987 by The American itistitutr.of Architects, 1735 New York AvenucA`W lulu ss thgtcuPY�tt2�0wy6oRthr United states and aterial wiG lxcreiv sub�cor sk ct to legal tPrysecutionso(Its provlsionswithout written permission ut the — A201.14d7 A1A1 (iENERAI CONDITIONS OF THE CONTRACT FOR CONSTRU(TIONWHINGTON,IU C 200W AAIA IA* •CAW THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N W, w rile w f�f w w w w CONTRACTOR . 4.3.7,10.3 . . 3 EttterpertoNe . . . 3.1,6.1.2 Employees,Contractor's . . .. . . . . .. 3.3.2,3.4.2,3 8.1,3.9, , Contractor,Definition of Contractor's Bid. . . . . . . . . . . . .. . . . . . . . 1 1 1 3.18.2, 4.2.3,4.2.6,8.1.2, 10.2, 10 3. I l.l.l, 14.2.1.1 Contnetor'a Construction Schedules . . . • .. • ••• • . • 3.10.61 3 Equipment,labur,Materials and ., ,....,. 1.1.3,1.1.6,3.4,3.5.1, Contractor's Employees 3.3.2,3.4.2,3.8.1,3 9,3.18,4.2.3, 3.8.2, 3.12 3, 3.12.7, 3.12.11,3.13, 3.15 1,4.2 7, 4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 6.2.1,7.3.6,9.3.2,9.3.3, 11 3. 12.2.4, 14 Contnetor's Liability Insurance. . . •. . • ••• •••• • • • •. 11.1 Execution and Progress of the Work . . . . . . . 1.1.3,1.2 3,3.1,3,4,1, Contractor's Relationship with Separate Contrac.urs 3.5.1,4.2.2,4.2.3,4.3.4,4.3.8,6.2...,7.1.3, aad Owner's Forces . 2.2.6,3.11.5,3.14.2,4,2.4,6,12.2.5 7.3.9,8.2,8.3,9.5,9.9.1, 10.2, 14.2, 14.3 Cur tractor's Relationship with Subcontractors .,.. .. . 1.2.A,33.2. Exacution. Correlation and Intent of the 3.18.1, 3.18.2, 5.2, 5.3, 5.4,9 6.2, 11.3.7, 11.3.8, 1•:.2.1.2 Contract Documents . 1.1,3.7.1 Contractor's Relationship with the Architect . 1 ;.2,3.2.1,3.2 2, Extensions of Time . . . . . . 4.3.1,4.3.8,7.2.1.3,8.3,10.3.1 3.3.3, 3.5.1, 3.7-3. 3.11,3.12 8 3.16, 3.18,4.::,3.4.i:.4,4.2.6, Failure of Payment by Contractor . . . .. . . . . . .... 9.5.1.3,14.2.1.2 4.2.12, 5.2,62 2, 7.3.4,9.8.2, 11.3.7, 72.1, 13.5 ['allure of Payment by Owner . . . 4.3.7,9.7,14.1.3 Contractor's Representations. . 1.2.7,3.5.1,3.12.7,6.2.2,8.2.1,9.3.3 Faulty Work(See Detective or Nonconforming Work) Cuntract.,r s Responsibility for Those Final Completion and Finr ryment . . . ... .. 4.,1.i,4.1.9,4.3.2, Performing the Work . . . . .. . . . . . . . . ... 3.3.2,3.1810 4.3.5,9.10, 11 1 2, 11.1.3, 11.3.5, 12.3,1, 13.7 Contractor's Review of Contract Documents. . . . . . 1,').A,3.2,3.7.3 Financial Arrangements,Owner's. ,..,., •...• • 2.2.1 Contractor's Right to Stop the Work . . . . . . .... . .. ....... 9.7 Fire and Extended Coverah^Insurance . ...,.,,....,.., ... 11.3 Contractor's Right to Terminate the Contract . . . . ..... .. .. 14.1 GENERAL PROVISIONS 1 Contractor's Submittals . . . ... . 3.10,3.11,3.12,4.2.7,5.2.1,5.2.3, Gov"ng Law . . . . .. . . . . .. .. . ... , . ...,. .••..• •... 13.1 . 7.3.6,9.2,9.3.1,9.f.2,9.9.1,9.10.2, Guarantees(See Warranty and Warranties) 9.10.3, 10.1,2, 11.4.2, 11.4.3 HaLrdou, Materials . .. .. . . . . ,,,.,.,... 10.1,10.2.4 Contractor's Superintendent . . .. . .. .. . . .. . . . . . ... 3.9,10.2.6 Identification of Contract Documents . .. .. .....,.... .... 1.2.1 Contractor's Supervision and Construction Procedures. . .. . . 1.2.4. Identification of Subcontract s and Suppiiers . . ,. .. , , 5.2.1 3 3, 3.4,4.2.3,8.2.2,8.2.3, 10 Incemnlfbotlon 1 17,3.18,9 10 2, 10 1.4,11.3.1.2,11.3.7 Contractual Liability Imurance 11.1.1.7,11.2.1 information and Services Required of the Owner... .. 2.1.2,1.1, Coordination and Coriclition . . . . . . I . I . I . 1.2.2,1.2,4,3 3.1, 4.3.4,6.1.3,u.1.4,6.2.6,9.3.2,9.6.1,9.6.4,9.8.3,9.9.2, 3.10,3.12.7,6.1.3,6.2 1 9.10.3, 10.1.4, 11.2, 11.3, 13.5.1, 13.5.1 Copies Furnished of Drawings an•i 51,erifieacions . . . 1.3,2.2.5,3.11 , ..,•. .., 4.3.9 Correction of Work . . . . . . . . 2.3,2.4,4.2.1,9.8.2, fry 4.. . . . I. . a . •' ' Injury or Damage to Person Or ••��99.1, 12.1.2. 12.2, 13.7.1.3 Inspections . . . . . . 3.3.3,3.3.4,3.7.1,4.2.2, 7.3.6,14.3.5 6,9.4.2,9.8.2,9.9.2.9.10.1, 13.5 Cuss,Definition of . . . . .. . . . . ... . .. . ..... . . . Instructions to Bidders. . .. . . . .. . . . . .. ., .... ... .. . .. . 1.1 1 Costs . . . 2.4,3.2 1,3.7.4,3.8.',3.15.2,4.3.6,4.3.7,4.3.8.1,5.2.3, Instructions to the Contractor. . . . 3.8.1,4.2.8,5.2.1,7,12.1,13.5.2 6.1 1,6.2.3,6 3,7.3.3.3,7.3.6,7.3.7,9.7,9.8,3,9.10.2,11.3.1.21 Insurance 4.3 9 6 1 1,7.3.6.4,9.3.2,9.8.2,9 9.1,9.10.2,11 11.3 1.3, 11 3.4,1'.3-9.12.1,12.2.1,12.2.4,12.2.5, 13 S. 14 Insurance,Boller and Machinery 11.3.1 Cinting and Patching. . . . . . . . . . . . . . . . . . . . . . .. . . . 3.14,6.:.6 Inpurance,Contractor's Liability . . . . . 11.1 Damage to Constriction of owner or Separate Contractors 3.14.2, .,.. .,..,.,. 6.2.4,9.5.1.5, 10.2.1.2, 10.2.5, I0.3, 11.1, 11.3, 12.2.5 Insurance,Effective Dale of InInsurance,Insurance,rtce,Loss of Use .....,..,., .,',,8.. . 11.1 2 i 1.3.3 Damage to the W•-)rk . . . , . 3.14.2.9.9.1,10.2.1.2,10.2-5,10.3,11 3 Insurance,Own» +Liability.................. 11.2 Damages,Claims for.. 3.18,4.3.9,6.1.1.6.2.5.8-3.2,9.5.1.2,10.1.4 truuranca Propert,# ,.,.,,,,,•,,• 10,2.5,11.3 Damages for Delay. . . . . . . . . . . . . .. . .. 6.1.1,8.3.3,9.5.1.6,9.7 Irtsui..^ce,Stored M:renals . . . . . . . .. .. .. . . . 9.3.2,11.3.1.4 Date of Commencement cf the .!oak,Definition of......,, . 8.1.2 Date of Substantial Completion,Definition of. . . .. . . .... .. . 8.1.3 INSURANCE ANU BONDS '1 Usiy,Definition of. . .. . . . .. .. .... .... . . ... .. .. . .. . . .. 8'1 L4 Insurance Companies,Consent to Partial occupancy ..9.9.1,11.3.11 Divisions of the Architect . . . . .. 4.2.6,4.2.7,4.2.11,4.2.12,4.1.13, Insurance Companies,Settlement with. .. ... . ... . .. . . . 11.3.10 4 3.1,4.36,4 4 I,4 4.4,4.5,6.j,7.3.6,7.3.8,8.1.3,8.3.1,9.2, Intent of the Contract Documents ............... 1.2 3,3.12.4, 9 4,9 5 1,9.8 2,9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 4.2.6,4.2.7,4.2.12,4.2.13,7 4 Dei:lslons to Withhold CoKlfWAtion . . .. . ..... 9.6,9.7,14.1.1.3 Interest 13.6 Defective or Nonconforming Work,Acceptance, Interpretation. ....• .. 1.2.5,1,4,1.6,4.1.1,4.3.1,5.1,6.1.2,8.1.4 Rejection and Correction ui , 2.3.2.4,3.5.1,4.2.1, Interpretations,Written . . . . . . . . 4.2.11,4 2.12,4.3 7 4.2.6,4.3.5,9.5.2,9.8.2,9.9.1, 10.2.5, 12, 13.7.1.3 Joinder and Consolidation of Claims Required ..... . . . . . . 4 5 6 Detective Work,Definition of . . . . . . .. . .. . . . . . . ... . . 3.5.1 Judgment on Final Award . . . . . . . . . . . ..... 4.5.1,4.5-4.1,4.5.7 . . Dentitions 1.1,2.1.1,3.1,3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, Labor and Materials,Equipment .. . . 1.1,3,1.1.6,3.4;3.5.1,3.8.2, 4,3 I, 5 i,6,1.2,7.1.1, 7.3.1,7,3.6,8.1,9.1,9.8.1 Delays and Extensions of Time . . . . 4.3.1,4.3.8.1,4.3.8.2, 3.12.2,3.12.3,3.12.7,3.12. 3.'3, 3. 6.1.1,6.2.3, 7.2.1,7.3.1,7.3.4,7.3.5,7.3.8, 4.2.7,6.2.1,7,3.6,9.3.2,9..33.3, 12.2.4,, 4 114 7.3.9,8.1.1,6.3, 10.3.1, 14.1.1.4 Labor Disputes . . . . . . . . . . .... . ... . . . .. . .. ..... .. . 8.3.1 Disputes 4.1.4,4.3,4.4,4.5,6.2.5,6.3,7,3.8,9.5.1.2 taws and Regulations . . .. . .. 1,3,3.6.3.7,3.13,4.1.1,4.5.5,4.5.7, Documents and Samples at the Site . . .. ....... .... ... . . 3.11 9.9.1, 10.2.2, 11 1, 11.3, 13.1, 13.4, 13 5 1; 13.5.2, 13.6 Drawings,Definition of1.1.5 Liens . . . . . 2.1.2,4.3.2,4.35.1,8.2 2,9.3.3,9.10.2 . . . . . .. . . ... .. .. . .. Drawings and Specifications,Use and Ownership of. ... . 1.1.1,1.3, Limitation on Consolldetlon or Joinder •• •. . 4.6.6 2.2.5,3.11,5.3 1:mrtatioas,Statutes of . .... ........... .. 4.5.4.2.12 2.6,13.7 Duty to Review Contract Documents and Field Conditions. ... . 3.2 Limitations of Authority. ................... 3.3.1,4 1 1,4.2.1, Effective Date of InsUranht• . . . . . . . . . ... .... ..... 8.2.2,11,1.2 4.2.3,4,2.7,4.2.10,5.2.2,5.2.4,7.4, 11.3 10 AIA DOCUMENT A201 +GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION• FOURTEENTH EDITION AIA• •C 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N W,WASHINGTON,D C 2oo06 �� '3.w �wr sf re► e� 1 INDEX ... . . . . .. . 3.7.1 9.6.6,9.9.3,11.8 Buitdhtg Petmh . . . . . 1.4 Aoaptina of Noncottfur Mpg W� .. ..,.. . 9.8,2 9.6.6,9.8.2,9.9.3,9.10.1,9.10.3 Certi(t off Sumtantlal Completion . Acceptance of Wor4 .,..... . 3.16,6.2.1,12.1 for Payment 4,2.5,4.2.9.9.3-3.9-4.9.5,9.6.1. Access to Work .. ... .. .......... 7, 14.1.1.3, 14.2.4 1. y.6.6,9.7.1,9.8.3,9.10.1,9J0.3 13 12.11,13.5,4 Ar.cidenl F'revcunon. . ..., . 12.8,3,]B,4,2 j24 312, . . . .. Acts and Omissions 4 3 R-3.1, '��2'IO.L4, 0.2.5, 13.4.2, 13.7, 14.1 Certificates of inspection,Testing or Approva{ 9.3,29.10.2,11.1.3 1.1.1,3.11 CetiIflcales of Insurance Addenda . . . •• ..• '........... . . . ..... . 1.1.1,2.4.1,3.8.2.4,3.11,4.2.0,4.3.3.5.2,3, 7.1,7.1, 7.3.2,8.3 1,9.3.1.1,9 10.?, 11.3.1.2, Additional Cos',Claims for . • • •• •' ' 4.3.6,4.31, 8 2912.2.1,135 Chi Ordera i 1.3 4, 11.3.9, 12.'.2 Additional Inspections and Testing ' 4 3.6.4.3.8,4.3.9,8.3.2 . ,, ...•. . . , .... 7.2.1 Additiunxl'Timc,claims fur 3.3.3,4,9.4,9.S Change Orders,fxfinitlon of. 7.1 ADMINISTRATION OF THE CONTRACT 1,1.1 ,-h � 3,11,4.2.8,7,8.3.1,9.3.1.1,10.1.3 Advertisement or Invitation to Bid 4.2.13,4.5.1 CHANGES IN THE WORM. 4.1.1 Acsthecic Effect ,. !.8 Claim,Definition t.d . . . . 4.1,4.4,4.5,6.2.5,8.3.2, Allowances . 11.3.1.1 Claims end Disputes 9.3,1.2,9.3.3,9.10.4, 10.1.4 A11-risk Insurance. •• 4.13..6 Applications for payment .. 4.2.5,7.3-7.9.2,9.3,9.4.9.5.1,9.6.3, 4.3.6, . . . . .4 3.9,6.1.1,10,3 9.8 3,9.10.1,9.10.3,9.10.4, 11.1.3, 14.2.4 Claims and Additional Assertion of Claims f 10.2,3 12.4 through 3.12.8,3.18.3, Claims for Additional Cwt 4.3.6,4.8.4,4.3,9,8.3.2 Approvals 2.4,3.3.3,3.5,3. 4.2.7,9.3.2, 11.3.1 A, 13.4.2, 13.5 Claims for ConteAdditirut Time 4.1.4,a31,4.3.4,4.4.4,4.6, Claims for Concealed or UM.nown Conditions.2.5, .. ., .. 4.8.1 Arbitration • • • • • •'' '• •' g,.1.4 10.1.2, 11.3 9, 11.3 ►�) claims for Damages. . 3.18,�t.3.9,6.1.1,6.2.5,8.3.2,9.5.1.2, 10.1.4 Claims Subject to Arbitration.... ...,••• • • •••• 4'3'2'4•!,1`�6.3 . .. ... . ...I.. . .... . . . . 4.1 . ... ..... Architect . . 4.1.1 Cleaning Up UmNatlon Ihtiod . 11.7 Architect,Definition ol.. . .. . . . . •• • 2,1.2, Architect,Extent of Authority. . 2.4,3.12.6,4.2,4.31,4.3.6, Commencement of he W�Conditions Relating to . . 4.4,5.h G.3,7.1 2,7.2.1,7.3.6,7.4,9 2,9.3.1, 2.c.", 3.2.1, -4.2.2,3.7.1, 3.10.1, 3.12.6, .3.6. 1.4.1 9.4,9.5,9.6.3,9 8.2,9.9.3,9.10,1,9.10.3, 12.1, 12.2.1, 6.2.1,8.1.2,8.2.2,F).2, 1 t.1.3, 11.3.6, 11,4.1 I espo ,Responsibility 1 .3.3 112.8, Commencement of the Work,DeflMtion o! . .. .. 6.1. Architect,Limitations of Authon'y and 3 4 2. .4.2.7 3.3.3 3.12.8, , 3.9•I,4.2.4,5,2.1 3,12.11,4.1.2,4.1.1,4.2.2,4,2.3,41 1.6,4.2.7,4.2.10,4.2.12, Communications rnlstruion acUltating''.ontract 4.2.13,4.3.2,5.2.1,7.4,9.4. . 9.64,9.6.6 Completion,Conditions RelaWl to . ..• �. . 3.11'3.112.2.2 1371, 2.4,9.8.2, P 8 4 3.2,9.4.2,9.8,9.9.1, ,1.10, 11.3.5, . 9 Architect's Additional Seer id 1, 12 2 11,12.2.4, 13.5.2, 13.5.3, 14.2.4 COMPLETION,PAYMENTS AND. . . • • • ••• •'' '' ' 4.1,41.3.6, Architect's Administration of the Cantraot•• ' '4.3.7,4.4,9.4,9.5 Completion,Substantial. . . . ... 4.2.9,4.3.5.2.P. 4.3.7 82,2 2, 13.7 Architect s Approvals 2.4,3 5.1,3 10.2,5.12-6.3.12.8,3.18.3,4.2.7 Coni Uanee with Laws 3 13 1, 1.1.3.53.6135.2, 13 6,114.11?14.21113 Architect's Authority to Rcieet WOfx.... 3.5.1,4.2.6,12.1,2,12.3..] P 43.6 Architect's Copyright . . . . .6,41. . 4.2.1 I,4.2.12,4.2.13, Concealed or Unknown Conditions... 1',1.1,1.1 7,6.1.1 Architect's Decisions • • 7 6,7.3 e,8.1.3,8.3•I, Conditions of the Contract . .. . .. . .. .. .. . ... . 3.1 3,12.8,3.14.2,4.1.2, 4.3.2,4.3.6,4.4.1,4.4.4,4.5,63, 3. .. .. . .. 4.3.4,4.5.5,9.3.2,9.8.2,9.9.1,9.10.2,9.10.3,10.1.2, 10.1.3, 91,9.4,9.5.1,9.01,9.9.1, 10.11, 13.5.2, 1,9.4. 14.2.4 Consent,Written 11 1, t 1 3 1 4, 11.3.11, 13.2, 13.4.2 Architect's Inspections 4.2.2,4.1.9'9 9 2'9:10 1913 5 CONSTI 'CTION BY OWNER OR BY SEPARATE 1.1.4,• Architect's Instructions. . 4.2.6,4.2 7, .2.6,4.2.7,4.2-8.-t 3 7,71114.2.1214.37 CONI CTORS Atchitect's Interpretations . •• • , x,2.2,4.2.5,4.?..6,9.4.2, Construction a hangs Directive,D-finitio i;f 1,41.8,7.1,7.8,9.31.1 Arclutect'son•SiteObsrrralrms �� 1 9,IU.1, 13.5 ConstruetlonChange DlracyvN 3.10,6.1.3 41.10 Construction Schedules,Contractor's . . . . . .. 5.4 Architect's Project Representative . . • • • • •• • • ' '' ''' Contingent Assignment of SubeontrecIS • 4,8,4 Architect's Relationship with Contractor . . . . . . 1.1.2,3.2.1,3.21, 13.4 7. 11, 12.8,3.12.11, 3.16,3.18,4.2.3,4.2.4, Continuing Contract Performance . 3.33, 3.5.1, 3. 3, 3 3' 6,2.2,7.3.4,9.8.2, 11.3.7, 12.1, 13.5 Contract,Iichtinum of 4.2.6,4.2.12, 5.2, 4.3.7,5.4.1.1,14 . . . Architect's Relationship with subcontractors 91613,9.6.4 41 3 7 CO SUSPENSION OF THE .... . 3.3.3,4 9.4,9.5 9.41,9.5.: 10.1 Co.nractAdministration . . . . .. . . . . Architect's Representations. . ... . . • •••• • Contract Award and Execution,Conditions Rel2t 1 1 3 j,3.6, I 1 411 IS Architect's Site Visits. 4.2.;.,4.2.5,4.2.9,4.3 6,9.4.x,)•S•I, 3.10,5.2,9.2, 1.1,1..4 1 9.8.2,9.9.2,9.10.1, 13.5 .. 10.1 Contract Documents,The 5.3 Asbestos . . j,18.1,9.IU.2,10.t A Contract Documents,copies Furnished and Cite of,;; 1.3.2.2.5,1 1.1 Attorneys'Fees . . . . . . . , , , . . • 6.1,1 Contract Documents,Defer -;ti,)n of ,.• . . 4.3.4,4,5.3 Contract Performance During Arbitration Award of Separate Contracts . . . , Award of Subcontracts and Other ContfWN for 6.1 Contract Sum 4.3.7,4.4,4,x.2.3, Portions of the Work . . . . . 3,g,4.3.6 6.1.3,7.2, ' 3,9.1 9.7, 11.3.1, 12.2.4, 12.3, 14.24 1.1 . . ,., .. ... Basic Definttlons •• 1 .1, I ! S 2 1,11.4.1 Contract Sum,Definition of• 4.3 A,4.3.8,4.4.4,7.2.1.j,7.3, Nld'hilR Rriluuc merit~ . . 11.1.1 Contract Time .. . . . . . . . 8.2.1,8.3.1,9.7, 12.1. Boller and Machinery Insurance 9,10 . Bonds,Performance and payment, 0.1.1 Bonn ds,Lie '.3.6.4,9.10.3,11.3.9,11 4 Contract Time,D1111111011111o + WASHINGTON,D.0 20006 AIA DOCUMENT GENERAL INSTITUTEOF CONTRACT FOR( NEW YORK A ENUE N.W., �FOURTEENTH EDITION 2 A201-1997 al Limitations of Irabll',y . . . .. 2.3,3.2.I,3.5.1,3.7.3 3.12.8 .12.1 I . . ,3 Owrter's Right to Perform Co;rstrtrcllon VW So 3 17, 3.18, 4.2.6, 4.2.7,4.2.12,6.2.2,9.4.2,9.6.4,9.10.4, Award Separate Contrecu. . . . . . . . ... . . . . . . . .. .. . . 6.1 10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.5' Owner's Right to Stop the Wak. . . . . . . . .. .. . .. .... 2.3.4-3.7 Limitations Of Time,General ........... 2.2.1,2.2.4,3.2.1,3.7.3, Owner's Right to Suspend the Werk . . . ... . . . . , . 14.3 3.8.2, 3.10,3.12.5,3.15.1,4.2.1,4.2.7,4.2.11,4.3.2, Owner's Right to Terminate the Contract . . . . . . . . . . . . . . . 14.2 4.3.3,4.3.4,4.3.6,4.,,.9,4.5.4.'.,5.2.1,5.2.3,6.2.4,7.3.4, 7,4, Ownership and Ileo of ArchhoWs Drawings,BpecUlcatlons ' 8.2,9.5,9.6.2,9.8,9.9,9.10, 11.1.3, 11.3.1, 11.3.2, 11.3.5, and Other Documents. .,.,'.....,, 1.1.1,1.2,2.2.5,5.3 12.2.1, 12.2.2, 13.5, 13.7 Partial Occupancy or Use ............... .. 9.6-6,9.9t 11.3.1 I Limitations of Time,Spe u c ......... 2.1.2,2.2.1,2.4,3.10,3.1 I, Patching,Cutting and .. ............... . . 3.14,6.2.6 e land ,,,,,,,,,,,,,,,, ,, ,, 3.17 4.2.1,A.-.11.4.3,4.4,4.5,5.3, 5.4,7,3.5, 7,3.9,8.2, Payment Applications fur ................ 1.2.5,9.2,g.2,9.4,9.2,9.3.1,93.3,9.4.1,9.6.1,9.7,9.8.2,9.10.2, 11,1.3, 11.3.6. 3,10. 11.3.11, 12,2.2, 12.2.4, 12.2.6, 13.7, 14 9.5.1,9.8.3,9.10.1,9.10.3,9.10.4, 14.2,4Paymen, erticate for . .. ... ,... 4.2.5,4.2.9,9.3.3,9.4,9.5,Lou tenw,of Use insurance ...,..,...., . 11.2.3 9.6 1. 9 b 6,9 7.1,9.8.3.9.10.1,9.10.3, 13.7, 14.1.1.3, 14.2 A Material Suppliers . . 1.3.1,3.12.1,4.2.4,4.2.6,5.2.1, Payment,Failure of4.3.7,9.5.1.3, Materials,Hazardous9.3.1,9.3.1.2,9.3.3,9.4,2,9.6.5,9.10,4 0,7,9.10.2, 14.1.1.3, 14.2.1.2 . . . 10.1,10.2.4 Payment,Final 4.2.1,4.2.9,4.3.2,4.3.5,9.10,11.1.2, Materials,labor,Equipment and .. ,.. 1.1.3,1.1.6,3.4,3.5.1,3.8.2, 11.1,3, 11.3.5, 12.3.1 3.12.2, 3.12 3, 3.12.7,3.12.11, 3.13,3.15.1,4.2.7,6.2.1, Payment Bond,P,irfonnance Bond and ........... . .. 7.3.6.4, 7.3.6,9.3.2,9.3.3, 12.2,4, 14 9,10.3, 11.3.9,11.4 Means, Methods, Techniques,Sequences and Payments,Progress 1 4,3. . -91 1.4 Procedures of Construction. ....,. 3.3.1,4.2.3,4.2.7,9.4.2 9.8,3,9... 43. -4. 14.2.3 Minor Changes In the Work 1.1.1.4 4.3.7,7.1,7.4 PAYMENTS AND COMPLETION 9l14 MISCELLANEOUS PROVISIONS . . ..................... 12 Payments to Subcontractors . Modihcanoi*Definihon of . .....,. . . .. ..... ... . 5.4-2.9-5.1-3. .. . 1.1 Modifications to the Contact ........... 1.1.1,1.1.22,,3.7..3,3.1 1 t., PCH 9.6.2,9.6., 2.1.2 .3.1,9.7 Performance Bond and Pa9.6.4, 11.3.8, 14. tU.l 4.1.2,4.2.1,S,Z.3,7,8yment Bond 7.3.6.4, Mdlual Responslbilit, .. . . . . . . . ... . ...... R3? 9 10.3, 11.3.9, 11.4 Monconforming Work,Acceptance of , , , .. , ,, ,,., . 12,3 Permits,Fees and Notice 2.2.3,3.7,3.13,'•3.6.4,10.2.1 N,m0„nlormcn8Aoil„ RcIvcuonand Correction of . . . . . . . 2.3 1. PERSONS. 0PROPSRTY,PROTECTION OF . . . . .. .. . .. . 10 4.3.5,9.5.2,9.8.2, 12, :3.7.1.3 Polychlorinated Biphenyl . . . 10.1 Notice. . .. . . . . . . . . . 2.3,2.4.3,2.1.3.2.2,3.7-3.3.7.4,3.9,3.12.8. Product Data,Definition of 3.12.2 3 12.9,3.17,4.3,4.4.4,4.5, 5.2.I, 5.3,5.4.1.1,8.2.2,9.4.1, Product Dots and Samples,Shop Drawings . . .. 3.11,3.12,4.1.7 19.5.1,9.6.1,9 7,9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, Progress and Completion ....... . . 4.2-2,4 3.4,2.2 12.2.4, 13.3, 13 5.1, 13.5.2, 14 Progress Payment . 4.3.4,9 3, Notice,Written . . . 2.3,2.4,3.9,3.12.8,3.12.9,4.3, 6.4, 9.8.3,9.10.3, 13.6, 14.2.3 4 4.4, 4.5,5.2.1, 1.3, 5.4.1.1,8.2.2,9.4.1,9.5 I,9.7,9.10, Project, lkfinitionofthe1.1.4 10 1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2-4,13.5, 13.5.2, 14 Project Manuel,Definition of the . ... ......... 1.1.7 Notice of Testing and inspections,.;;;;;;;;;;;;;; 13:5.1:135.2 Project Manuals . . . ...I......................... 2.2.5 Notice to Proceert. 8.1.2 ProIrct Reprrscntatives 4 2 10 Notices,PO"nita,Fen and .• 2.2.3,3.7,3.13 %•3.6.4,10.2.2 Properly Insurance . .. .. 10.2.5,11.3 Observations,Architect's On-Site . . . . . . . . . . . . PROTECTION OF PERSONS AND PROPERTY. ..,... •. 4.2.2,4.2.5, 10 4.3.6.9.4.2,9.5.1,9.10.1, 13 5 Regulations and Laws .,....,... . . 1.3,3.6,3.7,3.13,4,1.1,4.5 5, Observations,Contractur's. . . . .. . . .. . 1.2.2,3.2.2 4.5.7, 10.2.2, 11.1, 11.3, 13.1, 13 4, 13.5.1, 13.5.2, 13.6, 14 Occupancy. . ... . .... . ... . .. . ... . . .. 9.6.6,9.8.1,9.9,11,3.1 I Rejection of Wcrk . . . . ...... . .. . ... ....... 3.5.1,4.2.6,12.2 OnSiteInspections by the Architect .. . . , . .. . 4.2.2,4,2.9,4.3.6, Releases of W'2ivers and Liens,.,....,., ........... .... 9.10.2 9.4.2,9.8.2,9.9.2,9.10.1 Representations . ..... .. .... ............ 1.2.2,s..S.l,3.12.7, On-Site Observations by the Architect . . . 4 2.2.4 2 5,4.3.6, 6.2.2,8.2.1,9.3.3,9.4.2,9.5.1,9.8.2.9.10.1 9.4.2,9.5 1,9.10.1, 13.5 Represent:,tives .. 2.1.1,3.1.1,3.9, Orders,Written . . . . . . . 2.3.3.9,4.3.7,7,8.2.2,11.3.9,12.1. 4 1 1. 4 2 1,4.2.10, 5.1.1, 5.1.2, 13.2.1 12.2, 13.5.2, 14.3.1 Resolution of Claims and Disputes . . . .... .. . .. . . .. . 4.4.4.5 OWNER 2 RrsponsibWly for Those Performing the Work . . . . . . . . . . . 3.3.2, (),A ner.Definition of I . 7.1 4.2.3,6.1.3,6.2, IU Owner,Information and Services Required of the 2 12, Retainage . .. . . ... . . . . . . 9.3.1,9.6.2,9.8.3,9.9.1.9.10 2,9.10.3 Review of Contract Documentalaftd Ph” 2.2. 4 3.4,6,9, 10.1 9, 11 2, 1 1.3, 13 5 1, 14 1 1.5, 14 l 3 Conditions by Contractor Owner's Authority . 3.8.1.4.1.3,4.2.9,5.2.1,3.2.4.5 4 1, 1.2.2,3.2,3.7.3,3.12.7 1 7.3.1,8.2.2,9.3.1,9.3.2, 11.4.1, 12.2.4, 13.5.2, 14.2, 14.3 1 Review A Contractor's Subn ittttls by Owner and Architect . Owner's Financial Capability . 2.2.1 14 115 . 3.10.1,310.2,3.11,3.12, Owner's Liability Insurance .... .... ...... . . . . . . . . . . . 11.2 Review of Shop DrawlnP,,,Product2Data.2'9,5.2.1, 5.2.3,9.2,9.8.2 Uv.ncr's Loss of Use Insurance.. . . . . .. . ....... . .. ... . 11 3.3 ' Owner's Relationship with Subcontractors Rights and Rantadl ... 1 1.2, and samples ti Conti:�ctor. ...... ....... .... ... . . . 3.12.5 5.2.1, 5.4.1,9.6. n , ,,• ,.,, 1.1.2,2.3,2.4,3.5.I,3.15.2, Owner's Rig!it to Carry Out the Work . . . . . 2.4, 12.2.4, 14.2.2.22 4.2.6,4.3.6,4.5,5.3,6.1,6.3,7.3.1,8.3.1,9.5.1,9.7, 10.2.5, Owner's Right to Clean Up . . . . . . .. . .. . . . . . . 6.3 Royalties and Patents. . ... . . . 10.3, 12.2.2, 12.2.4,12.4, 14 ' �- ------ --- . . . . 3.17 4 1�20� 1 g8Y AIUAA THEE AMERICAN INSTITTU EI OF AA HIT CTS,CONTRACT 1735 NEW YORK AVENUE`N W.WASHINGTON,D EDITION2 OU6 -,, Rubs sind Notices for Arbitration . . ..... ............. 4.5.3 SdetY of Persona and Pr erty +on by the Ownw for C.onvertlerloo . . .. . . . . .. . . . 14.3 Safely P►ricautbrta and P4.2-3.4.2.7,10.1 10'3 `.i`pension of the Work . . . . . . . . . 4.3.7,5.4.2, 14.1.1.4, 14 3 ms ••••••.... 4.2.3,4.2.7,10.1 Suspension or T'cnnination of the Contract . . . . . . 4.3.7,5.4.1.1,14 Samples,Ietinitlon of . ....... 3.12.3 Taxes Sitimplas.Shop Drawings,ProdYot Dar and 3.11.3.13,4.2.7 Twrtniution by ft Gtntrnaor ... 3.6.7-36.. SamPlaa a!the Site,Documenla&W . . . . . . . . . .. .... 3,11 Tenrtirtation 14.1 Schedule of Valhi tl . . ... by the Owner for Cauca 5.4.1.1,14.2 . . . . . . . . . . . . ''''.••••• •.•.•.•• • ,9.3.1 Terminaii( of the Archnrci Sc•hr.dules,Construction . . . 4 1 3 he Srparate Comrrcts and Contactors . . . . . ... .. 1.1.4,3.14.2,4.2 TERMINATIONTerrimiiijon of IOR SUSPENSIONt1tOF THE CONTRACT . . .4 14 Shap Drawings,Definition of 9.5.5,6, 11.3.7, 12.1.2. 12.2.5 Yests and frtapecilona 3.3.3,4.1 6,4 2 9.9 4 2, 12.2 1,13.6 3.12.1 TIME Shop DrealkVa,PMduot Dale and Samplaa ..,, 3.11.3.14,4.2.7 Time,Delays wo F.xtimnipm of • 1111e.Use o1....... ......... 4.3 H,7.2 1,/,3 Site Inspections ...1,2.2, 3.13,6.1.1,6,2.1 Time Limits,Specific 2 1.2,2.2,I,2 4,3 10,3.1 1,3.15 I, 3.3.4,4.2.2,4.2.9,4.3.b 9.8.2 9,10.1,13.5 4.2 I, 4.2 11, 4 3, 4 4, z,�5, 5.3, 5 4, 7.3.5, 7.3.9,H 2, 9.2, 9.3.1, Sitt'visits,Architect's .. . .. . . . . . 4.2.2,4.2.5.4.2.9.4 3L6, 13.3, L4.1,96I•�)',y.H2,9IU2, 11.1.3, 11 3.6, 11.310, 9.4.2,9.5.1,9.8.2,9.9.2,9.10.1, 13.5 11 3.11, 12 2.2, 12.2.4, 12 2 6, 13 7. 14 Special Inspectfons and Testing .. .. . . . ...... . 4.2.6,12.2.1,13.5 Time 1.1mits m Calms 4 3.2,4.3.3,4.3 6,4 3.9,4 4,4 5 SpeClflCaBona,Dcrinitionofthe.. .. ... ... . .. ... ....... 1.1.5 TitiernWtxk Spac8lcatbns,The 1.1.I,1.1.5, 1,2.4,1.1 j.l 1 UNCOVEPWO AND CORRECTION OF WORK 9..2,. 3 Stan,te�.if l.trnnatnins 4.5.4.2,12.d 6,13.7 Unco"rkV of Work 12 S"Ti,.nµ(tic Work . . . . . . . . .. . 2.3.4.3.7,9.7,10.1.2,U 3. 14.1 Unforeseen Conditions 13.1 Store I Matenal 6.2.1,9.3.2, 10.2.1.2,11.3.1.! 12.2.4 Unit Prices. . x•.3.6,8,3.1,10.1 Sul).untrartw,Definition of. .... . . . .. ........ 7.1.4,7.3.3.2 SUBCONTRAC70R8 ••••• 5.1.1 Use of Documents 1.1.1,1.3.2.2.5,3.12.7,5.3 " . . . . . . 5 Use of Sita 3.13,6.1.1,6.2.1 Subcontractors,Work by. . . . . . . . . . . . . . . 1.2.4,3.3.7.,3 12.1, Value@,Schedule of . Subcontnctusl Relatbns 4.2.3, 5.3, 5.4 WtliNe►of Clalme Final Payment-.,., ayment,. ... , •.,•, 4.3.5,4.5.1,9,1u.3 • • - .8, 5.3,5.9,9,3.1.2 9.6.2, Waiver of Claun.s by the Architect............. . 11.4.1 9.6.3,9 0.4, 10.2 1. 11.3.', 11.3.8, 14.1.1, 14.2.1.2, 14.3.2 Waiver of Claims by the Contractor.... . . . ,. 9.10.4,11.3.7,13.4.2 Submittals . 1.3,3.2 3,3,10 3.11,3.12,4.2.7,5.2.1,5.2 3, Waiver of Claims by the Owner . .... .. .. . .... 4.3.5,4.5.1,9.9 3, - ih ')2, 911,9.8.2,9.9.1,9.10.2,9.10.3, 10.1.2, 11.13 Subrogation,Waives of . . .• ... .. •,.. .• 6.1.1, 11.3.5,11.3.7 Waiver of Liens 9.10.3, 11.3.3, 11.3.5, 11.3.7, 13.4.2 Subs:antlal Completion 9.10.2 . 4.2.9,4.3.5.2,8.1 1,8.1.1, Waivers of Subrogation. . . . . . .... . ... . .... 6.1.1,11-3.5,11-3.7 8.2.3,5.5,9.9 1, 12.2.1, 12.2.2, 13.7 Warranty and Warranties . St bstantial Completion,Derinition of. . . ... . ... . . .. . . ... . 9.8.1 . ....'. .'....•..... 3.5,4.2.9, Substitution of Subcontractors . . .. , ..., 5.2.3,5.2.4 Weather Uelays 4.3.5.3,9.3.3,9.8.2,9.9.1, 12.2.2, 13.7.1.3 Substitution of the Architect. . ... ...... ....... 4.3.8.2 4.1.3 When Aroltrntion May 51a Demanded ........... .. . .. . . 4.5.4 Substitutions of Materials . . . ......... . . . 3.5.1 Work,Definition of . . . . . . . . . . . Suh•sutxontractor,Definition of . .. .. . . .. 5.I Written Consent • •'''' ' ' ' '' ' ' ' ''•• • •• 1.1.3 I. 1.3.1,3.12.8,3.1.1._,4.1.2,4.3.4, Subsurface Conditions . 4 36 45 5,9,3.1,9.8.2,9.9.1,9.10.2,9.10.3, IU.1.2, 10.1.3, SUCCeeaoi� .. . . ' . . . . . and AaalOna . . .. . . . . . . . . . .... ... . 13.3 Suflerinta:tdeni 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13,4.2 Supervision and Conatrucillorl P '•• a•0. 10.26 Written Interpretations . . .. .. .. ... . ... . . . . 4.1.11,4.1.12,4.3.7 rOoedtlfM 1.2.4,3.3,3.4, Wrtften Notice . 2.3,2.4,3.9,3.12.8,3.12.9,4.3,4.4.4, 4 Surety 2,3, 4.3.4,6.1.3,6 2.4, 7.1.3, 7.3.4,8.2.8.3.1, IU, 12, 14 4 5, 5.2 1, 5.3, 5.4.1.1,8.2.2,4.4.1,9.5.1,9.7,9 10, 10.1.2, . . . . . . . . I . , . 4.4.1,4.4.4,5.4 1.2,9.10.1,9.10.3,14 2.2 Surety,Consent of. . . .. .. 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4,13.3, 13.5.2, 14 9;9.1;9.10.2,9.10.3 Written Orders. . . . . . . . .. Surveys. . . . .. . . . .. . . . . 2.2.1,3.18.3 2.3.3-9.4.3.7. r,8.2.2, 11.3.9, 12.1, 12.2, 13.5.2, 14.3.1 AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CUNStpUCTION•FOURTEE)JEDITION 'fH AIA• •U WH7 THE AMERICAN INSTITUTE OF ARCHITECTS,17yS NEW YnRK AVENUE,N W.WASHINGD C 21xxi6 8201-1987 5 GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 m-nt, construction systems, standards and workmanship for the Wurk, and performance of related services GENERAL. PROVISIONb 1.1.7 'n*PROJECT MANUAL assembled for the 10 The Project Manual is the volume usually assass 1.1 BASIC DEF1NiTNS Work which awy include the bidding mq emcnts,bled sample forms, Conditions of the Contract and Specifications. 1.1.1 THE CONTRACT Dt'IicUMENT8 TION AND INTENT The Contract Documents consist of the Agreemcla between 1,3 EXECIJT10N,CORRELA Owner and Contract.it(hereinafter the Agreement),Conditions e Contract Documents shall be signed by the Owner of the Contract(General,Supplementary and other Conditions), 1.2.1 Thmere. l( either the Drawings, Specifications,addenda issued rtior to execution of and Contractor provided as in the Agree the Contract, other documents listed in Inc Agreement and Owner or Contractor or both do not sign all the Zontract Modifications issued after execution of the Contrast. A Modifi- Documents, the Architect shall identify such unsigned Docu- cation is�(I) a written amendment to the Contract signed by ments upon request. both parties, (2) a Change Order, (3) a Construction Change n of the Contract issu d by or(4) Architect Unless specifically enumerated change tir�the scrtau nork 1.2.2 ethat the Contractor has visitetd the site,becomerfamG- Agree•nient, the Contact Documents du not include oilier lar with local conditlors under which the �"urk is to per- documents such as bidding requirements (adv t sern-nt the, formed ormemcntof he Contract Docud correlated ments observ.rion� with require invitation to bid, instructions to Bidders, sampleforms. Contractor's hid or portions of addenda relating to bidding 1.3,3 The intent of the Contact Documents is to include all sary for he proper execution and cumpletion of the requirements) Itcns nece 1.1.3 THE CONTRACT Work by the Contactor.The Contract Documents arc comple- rd by the Contactor shall be Th,e Contract Documents font the Contract for Const:vr ction. mentary, and what is required by one shall be as binding 2s The Contract represents the entire and integraif ted agreement required nl all; performance between the parties hereto and supersedes prior negotiations, mentseartdreasuttablyto the xtent consistent inferable from themtascbeing necessary representations or agr(emcnts,either written or oral. The Con tact may be amended or modified only by a Modification.The to produce the intended results. Contract Documents shall not be construed to create a contrac- 1.3.4 Organization of the Specifications into divisions,sections ural relationship of any kind(i)between the Architect and Con- and articles,and arrangement of Drawings shall not control the tractor, (2) between the Owner and a Subcontractor or Sub- Contractor in dividing the Work among Subcontractors t r in subcontractor or(3)between any persons or entities other than establishing the extent of Work to be performed by any e. the Owner and Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under 1.1.5 Unless otherwise stated in Ute Contact Documents, entitled the Ccaitract intended to facilitate performance of the words�meanings welusrlinnthc Contracown toDocu construction a cord- Architect's duces ante with such recognized meanings. 1.1.3 i HE WORK 1.3 OWNERSHIP ANO USE OF ARCHITECT'S The term "Work" means the construction and scrvict' DRAWINGS SPECIFICATIONS AND OTHER required by th( Contract CNocuments, whether completed C! DOCUMENTS partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the 1.3.1 The Drawings, Specifications and other documents Contactor tit 150111 the Con[acutr's obligations The Workservice f repared by the A;�hitect are instruments of the Architect's Con- may constitute the whoie ora pari of the Project redescribed is descriedcThe Cch ziir o.oeactor m y retain onerk to be executed by [contract 1.1.4 THE PROJECT record set. Neither the Contractor nor any Subcontractor,Sub The Project is the total construction of which the Work per subcontracts or material or eluipmcnt supplier shall own or formes under the. Contact Documents pray he the whole or a claim a cof,yright in the Draw ngs, Specifications and other nd unless othctwisc part x•td which may include construction ty the Owner or by document, prep.red by the Architect, a separ.te contractors utdicitPt!the architect shall be deemed the author of them and 1.1.5 THE DRAWINGS will retain al,,common law,statutory and other reserved rights, in addition to the copyright. All copies pi them, except the The Drawings are the graphic and pictorial portions of the Con- Contractor's record set,shal be returned or suitably accounted tract L)MUM n[s, wherever IOCaled and whenever issued, for to the Architect,on request,upon completion of the Work. showing the design, location and dunensions of the Work, The Drawings, Specifications and other dccuments prepared generally including pulls, elevations, suctions, details, sched- by the Architect, and copies thereof furnished to the COntaC- ules and diagrams tor,are for use solely with refpect to t`lis Project They are not 1.1.8 THI?SPECIFICATIONS to be used by Ute Ccntractor or any Subcontractor. Sub- or or or roj- The Specifications carthat men yuirementse for ntractrDo equip- AIA ac p uments ects ort for additions to thisrProject routsident uthe er o.copr of the consisting _ AIA DOCUMENT A201 •GENERAL.CONDITIONS OF THF CONTRACT FOR CONSTRUCTION•FOURTEENTH EGITION 6 A201-1987 AIA* o Cc)1987 THE AMERICAN INSTITUTE OF-RCHITECTS,173S NEW YORK AVENUE.N w,WASHINGTON,D C XXft Work without the specific written consent of the Owner and mena and charges required for construction,use or occupancy ' Architect. The Contractor, Subcontract(,:,, ;.tb-subconrractors of permanent structu-es or for permanent changes in existing and material or equipment suppliers are &anted a limited facilities. ` license to use and reproduce applicable pinions of the Draw- ings, Specifications a d other docum,-nts prepared by the 3.3.4 Information or services under the Owner's control shall I Architect appropru!r !o :nd for use in the execution of their be furnished by the Owner with reasonable promptness, to Work under the Contract Documcuu. "' rc pies made under avoid delay in orderly progress of the Wark th.c L•-ense shall bear the statutory copyrigi,t notice, if any, shown on the Drawings, Specifications and o0ic, documents 3.3.5 Unless otherwise provided in the Contract Docs.^cnts, f prepared by the Architect. Submittal or di.,r'bun ni tioc to N t the Contractor will be furnished,free of charge,such-opies of official regulatory requirements or for other pur(xoses in con- Drawings and Project Manuals as are reasonably necessary for nection with this Project is not to be construed as publicadon execution of the Work. in derogation of the Architect's copyright or othei reserved 3,3,0 The foregoing are in addition to other duties and respon- I rights. sibilities of the Owner enumerated herein and especially those 1.4 CAPfTAL17ATION in respect to Article 6(Constrtctio.- 5y Owner or by Separate 1.4.1 Terms capitalized in these General Conditions include Contractors), Article 9(Payments and Completion)and Article I those which are (1) specifically defined, (2) the titles of num- I I (Insurance and Bonds). bored articles and identified references to Paragraphs,Subp:ra- 3.3 OWNER'S RIGHT TO STOP THE WORK graphs and Clause: ir, ;he document or (3) the titles of other 3,3.1 if the Contractor fans to correct Work which is not in documents published by the American Instf;ute of Architects. accordance with the requirements of the Contract Documents I 1.5 INTERPRETATION as required by Paragraph 12.2 or pnsistently ;ails to carry out 1.5.1 in the interest of brevity the Contrail Documents fre- WorK in accordance with the Contract Docunents,the Owner, quently omit modifying words such as"all'':nd"any"A 1d anti by written order signed personally or b i an;gent specifically so I cies such as "the'' and ''an," but the fact that a modifier or an empowered by the Owner in writing, ,n;y order the Contrac- articic is absent from one statement and appr-ars in another is for to stop the Work,or any portion thereof,until the cause for not intended to affect the interpretation of either statement, such order has been eliminated; however, the r1,K,:t of the Owner to stop the Work shall not give;•ase to a duty on the part I of the Owner,j exercise this right foi the benefit of the. Con- ARTICLE 2 tractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. OWNER 3.4 OWNER'S RIGHT TO CARRY OUT THE WORK 3.1 DEFINITION 3.4.1 If the Contractor dcf-ults or neglects to carry out thr P,.1.1 Tt.e Owner is the person or entity identified as such in Work in accordance v„:lt the Contract Documents and fails the Agreement and Ls referred to throughout the Contract within a seven-day period aper receipt of written notice from Documents as if singular,n number.The term''Owner''means the Owner to comc-ience and continue correction of such I the Owner of the Ownrr's autnorized representativr. default or neglect wish dil Rc rice and promptness, the Owner may after such sever-day period give the Contractor r src.md 3.1. The Owncr upon reasonable written request shall furnish written notice to correct such deficiencies within ,i seco,id to the Contractor in writing inlormauon which is necessary and coven-day period. If the Contractor within Sinai Second seven- relevant for the Contactor to evaluate, give n:rtice of or day period after receipt of such second notice fails to con enforce mechanic's lien right:, Such information shall include a menet and continue to cocrect any deficiencies, the Owner 1 -orrect sta'ernent of the record legal title to the property on may, without prejudice to other remedies the Owner may which the Project is located, usually referred to as the site, and have, cc.-rect such deficiencies. In such case an appropriate the Owner's interest therein at the tune of execution of the Change Order shall t.:,issued deducting from oayments then or Agreement and, wit' five days aft-r any change, information thercaftet due the Contractor the cost of correcting such defi. of such change in rat' , recorded or unrecorded. ciencies, including compensation for the Architect's additional scrv)crs and expenses made necessary by such default, neglect 3.3 INFORMATION AF'7 SERVICES or failure Such action by the Owner and amounts charged to REOUIRED OF THE OWNER the Contractor are beth subject to prior appr,-/al of thc Arcl+ tect If payments then or thereaher due the C(_itractor are not 3.3.1 The Uvmcr shall, at th.: ,vqur,i -)f the Contractor, prior sufficient to cover such amounts, the Contractor shall pay the to execution of the Agreement and p,omptly from time to time difference to the Owner. thereafter, furnish to the Contractor reasc)riable evidence that fuiancial arrangements have been made to full'ill the Owner's obligations under the Contract./Nisi, Unless such reasonable ARTICLE 3 evidentce were funusbed on request Prior to tbE Pxecuhun uJ ARTART - Ox, Agrvement, the proslmWre contractor would not be CONTRACTOR required to m1cute the Agr�nerrt or to comnumce the Work/ 3.3.3 The Gwner ~hall ft-tcish surveys describing physical 3.1 DEFINITION characteristics, legal lunitatior a,id utility locations for the site of the Project, and a Iegal description of the site 3.1.1 The Contractor is the person or entb identified;s such in the Agreement and is referred to throuithout the Contract 3.3.3 Except for permits and fees which are the responsibility Documents as if singular in number Thr term ' .'ontractor ' of the Contractor undr- the Conine: Documents, .he Owner means the Contractor or the C'ontractor's authorized shall secure and pay for neces.ary approvals,easements,^_,sess- representative. AIA DOCI)MENT A291 GENFrttL -ONI)ITIONS OF THE CONTRACT FOR CONS,RUCTION•FOURTEENTH F-DIIION AU• -©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AV'-NUE,N%W,WASHINGTON,D C 20006 A201-11147 7 3.2 REVIEW OF CONTRACT DOCUMENTS AND 3.5 WARRANTY !VIEW CONDITIONS BY CONTRACTOR 3.5.1 The Contractor warrants to the Owner and Architect that 3.2.1 The Contractor shill carefully stuoy and compare the materics and equipment furnished under the Contract will be Contract Documerts with each other anti - "th inform.ttion of good quality and new unless otherwise required or permit- furnished by the Owner pursuant to Subparagraph 2.2.2 and teu by the Contract Documents, that the Work will be free shall at once report to the Arc:nrtect errors, inconsistencies or from defects not inherent in the quality required or permitted, omusiuns discovered. The Contractor shall not be liable to the and that the Work will conform with the requirements of the Owner or Architect for damage resulting from errors,i►consis- Contract Documents. Wurk not conforminp, to these require tencies or omissions in the Contract Documents unless the merits. including substitutions not properly approved and Contractor recognized such error, inconsistency or omission authorized, may be considered defective. The Contractor's and knowingly failed to report it to the Architect. If the Con- ;varraniy excludes remedy for o.tmage or defect caused by tractor performs any curstructiun activity knowing it involves abusc,modifications not executed by the Contractor,improper a recognized error, inconsistency or omission In the Contract or insufficient maintenance, improper operation, or normal Ik)cuments without such notice to the Architect, the Contrac- wt ar and te:u•under normal usage. If required by the Architect, to; Shall assume appropriate responsibility for such perfor- the Contractor shall furnish satisfactory evidence as to the kind mance and shall bear an approptiate amount of the attributable and quaiity of ptawrials and erpuipmt: t, costs for correction. 3.8 TAUS 8.2.2 The Contractor shall take field measurements and verify 3.6.1 The contractor shall pay sales,consumer,use and similar field corlditiorL, and shall carefully compare such field mea- tares fur the Work ur porion thereof provided by the Con- surements and conditions and other information known to enc trdctur which are leirally enacted when bids arc received or Contractor with the Contract Ducume:its before commencing negotiations concluded,whether or not yet effeurve or merely Activities. Errors, inconsistencies or omissions discovered shall scheduled to go into effect. be reported to the Architect at once. 3.7 PERMITS, FEES AND NOTICES 3.2.3 The Contractor shall perform the Work in accordance with the Cunt;acl [kxuments and sutmittals approved pun• 8.7.1 Unlrs c,th,r,vr�c� provided in the Contract Documents, w want to Nao ap-h 9.11 the Contractor shlU secure and I y for the building permit and other permit:.and governmental fees, licenses and inspections 3.3 SUPURVILION AND CONSTRUCTION PROCEDURES necessary fur proper execution and completion of the Work hich arr customarily secured after execution(if the Contract 3.3.1 The Contractor shall supervise and direct the Work, v,and which are legally required when bids are received or nego- using the Contractor's best skill and attention. The Contractor tiatirns concluded. shall be solely responsible for and have control over construc• tion means. methods, techniques, sequences and procedures 3.7.2 The Contractor shall comply with and give notices and for coordinating all portions of the Work under the Con- required by laws, ordinances, rules, regw.+nuns :led lawful tract, unless Contract Documents give other specific instruc. orders of public authorities hearing on performwice of the tions con.erning these matters. Work. 3.3.2 The Contractor shall be responsible t o the Owntr for acts 3.7.3 It a not the Contractor's responsibility ascertain that and omissions of the Contractor's employees, subcontractors the Contrac' Documents are In .iccordL'nce with applicable Aid their agents and employees,and other persons performing laws,statutes,ordinances,building codes,and rules and regula- purtuons of the Work under a contract with the Contractor, tions However, if the Contractor observes that portions of the shall not be relieved of ublrgatiuns to per Contract (N)ruments are At varunce therewith, the Contractor 3.3.3 The Contractor lee Contract Documents shall promptly notify the Architect and Owner in writing,and form the Work in ashallan t with f either by activities or duties of the Architect in the Arcb.tect's necessaryuuln ehauges shall he accomplished by appropriate Modifica administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the 3.7.4 If the Contractor performs Work knowing it to be con- Contractor. trary to laws,statutes,ordinances,building codes,anti rules and 3.3Aregulations without such notice to the Architect and Owner, tions The Work Alread shall or responsible for inspection of ter- the Contractor shall assume full responsibility for such Work tions of Work already performed under this Contract to deter- and shall beat the attributable toss. mine that such portions are in proper condition to receive sub sequent Work. 3.6 ALLOWANCES 3.4 LABOR AND MATERIALS 3.5.1 The Contractor shall Include in the Contract Sum all 3.4.1 Unless otherwise provided in the Contract Documents, allowances stated k; .he Contract Documents. Items covered the Contractor shall provide and pay for labor,materials,equip- by allowances shall be supplied.for such amounts and by such mint, tools, construction equipment and machinery, water, persons or entities as the Owner may direct,but the Contractor heat, utilities, transportation, and other facilities And services shall not be required to employ persons or entities against necessary for proper execution and completion of the Work, which the Contractor makes rt.tsunable objection. whether temporary or permanent and whether or not incorpu- 3.8.2 Unless otherwise provided ire the Contract Documents. ..tied or to be incorpx,rated in the Work. .1 mate,.-Is and equipment under an allowance shall be 3.4.2 The Cun:ractor shat' enforce strict disciphne and good selected promptly by the Owner to avoid delay in the order Among the Contractor's employees and other persons Work; carrying out the Contract. The Contractor shall not permit .2 allowances shall cover the cost to the Contractor of employment of unfit persons or persons not skilled in tasks materials and equipment delivered At the site and all assigned to them, required taxes, less applicable trade discounts; AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FoURTEENTH EDITION 8 A201-1987 AIA• • u)19141 THE AMERICAN INSTITUTE OF ARCHITECTS,035 NEVI'YORK AVENUE,N W.,WASHINGTON,D C 2Uo 6 W V qkp ill. .3 Contractor's costs for unloadingI sire, rabor,ctor installation: ;lots verhr d dlng at the which submittal.,arc required the wa other expenses contemplated profit and to conform to die istfo Y the Contractor propos amounts shall be Plated for stated allowarct ex rmation given and the design �rlrlt'1ed in the Contract Sum ane a obi scdti the Contract iia o �y�hnts Review b Concept not n the allowances; Y the.lrchitect .4 whenever cults are mor, Subparagraph 4.2 ?, the neveract Sum m X11 lean or less than allowances, 3.12.6 The Contractor shall review,a Change(it dor Thea nounn of henChang Ued drdrr shall Architect Shqulred b the pprove and submit to the g1Y b submpttals re u Dii wngs, Product Data, Samples and similar reflect(1)the diffixence txtwern a•foal costs and the able promptness and n suchCntract lk allowances under Cause >cuments with reawn. 3.4.2.2 and (2) changes n the Work or In the activities of Ighc Owner or causet• no delay in Contractor's costs under Clause 3. n ( nce as 3 9 tractors. Submittals made by the Contractor which are SUPERINTENDENT required by the Contract 3.9.1 The Contractor shall employ action. Documents may be resumed without dent and nece P Y a competent superinten- assistants who shall be in atter 3.12.6 The Contractor sh ,l Project site during performance of the Work. The superntenc dent shall represent the Contractor, reyWrng submittal and reviewrf`ml no portion of the VL'url to(tic superintendent shall be and The given Data, SAmPles or similar submittals until thef Shop Dre w n& Pro duct tractor. important as bndng as if given In the Con- sal Iran Bern approved by the Architect. Such Work lshall beIn Portant tom tion, atlons shall tx confirmed in writ• accordance with approved submittals. written Ing Usher communication, shall be similarly confirmed on 3.12.7 B written request n Tach case, Y approving and submitting Shop Drawings, Product 3 10 CONTRACTOR'S Data Samples and similar submittals, the Contractor represents CONSTRUCTION SCHEDULES that the Contractor Ilan determined and verified materials,field 3.10.1 The Con:rac'tur,promptly after being awarded file Con- measurements and field construction criteria related thereto,or tract' shill Prepare and submit for the Owner's and,architect's information a Contractor's coils or thon,the is fed the Work, will du su, and has checked and co ordinated the information The schedule shall riot exceed time li,ttits current under the Workcontand Of(he such aLl E10cusubmit(alwith the regwrrmrnts of t`ir Contract fhor Work :old of the Contract I mere,,shall be revised at apprupnate intervals as 3.12.6 The Contractor shall D of be relieve;, of responsibility required by the conditions of the Work and Project,I hall be for dc•vArchit from Of of the Contract ihtcuments related to the entire Project to the extent and Prd ec ti.r Con- h the tract Documents, and shall provide 16, rx u P biluy Y Architect's approval of Shue Drawings, Product Data, cable execution of the Vt'urk 1 ditiuus aril pram• Samples or similar soh 3.10.2 The Contractor shall c Samples -mittals unless the Contractor has Architect's approval, a schedcile of submittals which t cor the at the tutu•informed uLntitilrrl •and the ArchCtrciin ghas given written l parr. Mrd keep current, for the of such deviation natrd with file Contractor's construction schedule and allows approval to the s relieved of resPoruhil ty for ierrors Tor he mcl,snunstin Shcaip Draw the Archuect reasonable time to review submittals, 111Ks. Product Data, Sanmplrs ur suttilar submirW!, by the Arc111- 3.10.3 The CO.uractor shall conform to the nulls recon 3.12.9 approval thereof. sc'hrdulrs, 3.12.9 The Contractor shall direct sPecific attention, in writing 3.11 DOCUMENTS AND SAMPLES AT THE SITE of t>n resubmitted Shop Drawings product Data, Samples 3.11.1 The Contractor shalt;, �inuin at the site for the Ow,1e similar submittals, ,o revisions other Ill:ui those rryucsed by one record u the Architect on pervious submittals, Chan e• F5' of the Dr.'winpls, Specifications, addenda, K Orders and other Mudifications, in pWd or 3.12.10 Informational submittals upon which the marked currently to record changes and�electiorts mace during construction old n addition a g not expected to take responsive action may be so Idrntiftrclt in urn Data, S pprol K 'he Contract 00c•uments. Samples and similar required submittalsfwTtese shall he availablr to the'Architect and shall be delivered to the Arch! -Systems or equipment is required b • the C 3.12.11 When Professional certification of pe•rforman,.e criteria tett for submittal to tilt•Owner upon completion of the Work )f materials, 3.12 iHOP D Ocuments, the Architect shall hr entitled to rely upon t the DFIAWINGS, PRODUCT DATA AND accuracy and completeness of such calculations and 3.12.1 �'nu SAMPI.�y cations. p Drawings are drawings, cLagrams, schedules and certifi- uUlcr data specially PicPared fur the Wurk by rhe•c:ontc,ctur or 3 13 USE Ji SITE a Subcuntrarnur, Sub-subcuntractur, manufa,.iurcr, sup Pllrr or distributor w illustrate sum; 3.13.1 Thc• Contractor shall C-Iftne o portion (If the V,irk areas Permitted b • Fetation, at file site to 3.1 '•2 Pn>duct Data are illustratiur,s, standard scheduler, Ducumenrs• > law, urdieaners, I><rntits and the Corinract formance charts, instruc•tiuns, br,,chures, diagrams and other and shall not unrrascinably encumber the site with information furnished by the• Comm re to :igr ms, materials materials or equipment or cquipmen, for son 3.14 CUTTING AND PATCHING portion of the Wurk. 3.14.1 ]'he Contractor shall 3.12.3 Samples are h or patching required to complete the Work orresponsible al mtakcRrs hat K physical r•xampl d which illustrate materials, ryuipmrnr ur w•urkmai:.,hiP and establish sruidard, by which the \X',)rk ,.:11 be judged fit together Properly. 3.12.4 Shop Drawings. Product Data, Samples and similar soh. 3.14.2 The Contractor shall not damage or endanger a mi11,11s arc not Contract Docunnents Tltr purpose of their sub_ Oion the Work or fully or partially completed construction ut(thr metal is no demonstrate for 010se Portions of the V6urk fur Owner or senarane contractors by cutting, patchtnR or other, for shall ,tot cut or otherwise after suchavalion Theconstruc•ti on n)tthe AU DOCUtNENT A@01 •GENERAL CONDITIONS OF AU •C1987 THE AMERICAN INSTITUTE OF THE CONTRACT 173514"i YORK AVENUE,NIxN FOIIRTTO'N. EDITION ---�._�� WASfiINGTON,Dc 1(N1U!, A201-1987 9 I Owner or a separate contractor except with written consent of tea's consultants, and agents and employees of any of them the Owner and of such separate contractor;such consent shall arising out of(1)the prepandon or aOpp��alofmaps,draw rags, not be unreasonably withheld.The Contractor shall not unre. op.Nons,reports,surveys,Change g pe sonably withholr, from the!Owner or a separate cont-actor the tions, or (2) the giving of or the failure to give directions or ractor's consent to cutting or other^L^sc altering 111c Work. instructions by the Architect, the Architect's consultants, and Cont agents and employees of any o' chem FTovided such giving or 3.15 CLEANING UP failure to give is the primary cause of tilt injury or damage. 3.15.1 The Contractor shall keep the premises and surround- ing arra free from accumulation of waste materials or rubbish ARTICLE 4 caused by operations under the Contract. At completion of the Work the Contractor shall remove from WTd about the Project waste materials, rubbish, the Contractor's tools, construction ADMINISTRATION OF THE CONTRACT equipment, machinery and surplus materials. 4,1 ARCHITECT 3.15.3 If the Contractor falls to ciean up as provided in the 4.1.1 The Architect is the person lawfully licensed to practice Contract Documents, the Owner may do so and the cuss architecture or an entity lawfully practicing architecture iden- thereof shall be charged to the Contractor. [.fled As such in the Agreement and is referred to throughout 3.18 ACCESS TO WORK the Contract Document,; u if singular in number. The teml ' Architect'' means the Aicl,itect or the Arcoitect's authorized 3.16.1 The Contractor shall provide the Owner and Architect represcnuttve, access to the Work in preparation and progress wherever located. 4.1.2 Duties,respx.nsfbihties and limitations of authority of the Architect as set forth in the Contract Documents shall not be 3.17 ROYALTIES AND PATENTS restricted,mudified or extended without written consent of the 3.17.1 The Contractor shall pay all royalties and license fees Owner, Contractor and Architect. Consent shall not be unrea- The Contractor shall defend suits or claims for infringement of so,iably withheld. paten[ rights and shall hold the Owner and Architect harmless 4.1.3 In ease of termination of employment of the Architect, from loss on account thereof, but shall not be responsible for the Owner shall appobht an architect against whom the Con such defense or loss when A particular design,process or plod- tractor makes no reasonable objection and whose staw.s under uct of a particular manufacturer or manufacturers is required by the Contract Do..hmens shall be that of the former architect. the Contract Documents However, if the Contractor has rea- son to believe that the required design,proce,a or product is an 4.1.4 Disputes arising under Subparagraphs 4.1 2 and 4 l.3 infringement of a patent,the Contractor shall be responsible for shall be subject to arbitradon. su,h loss unless suite information is promptly furnished to the 4.2 ARCHITEt-e 8 ADMINISTRATION Architect OF THE CONTRACT 3.18 INDEMNIFICATION 4.2.1 The Architect will provide administration of the Contract 3.18.1 To the fullest extent pernnt _J by law, the Contractor as described in the Contract Documents, and will be the shall indenuufy and hold harmless the Owner,Architect,Archi- Owner's representative (1) during construction, (2) until final toot's consultants, and agents and employees of any of them payment is due and (3) with the Owner's concurrence, front from:arid against clauts, damages, losses and expenses, uiclud- time to time during the correction period described in Para- ing but not limited to attorneys' fees,arising out of or resulting graph 12.2. The Architect will advise and consult with the from performance of the Work,provided that sup It claim,dam- Owner.The Ar,hitect will have authority to act on behalf of the age, loss or expense is attributable to bodily injury, sickness, Owner only to the extent provided in the Contract Documents, disease or death,or to injury to or destruction of tangible prop- unless otherwise modified by written instrument in accordance erty (other than the Work itselo including loss of use resulting with other provisions of the Contract therefrom,but only to the extent caused in whole or in part by 4.2.2 The Architect will visit the Site At intervals appropriate to negligent arts or omissions of the Contractor,a subcontractor, the stage,of construction to become generally familiar with the anyone, directly or indirectly employed by them or anyone for ro ess and quality of the completed Work and to deterrnuu- progress a Y p whose acts they may be liable, regardless of whether or not in general if the Work is being perfomied'n a manner indicat- such claim,damage,loss or expense is caused in{lar by a party ing that the Work,when completed,will to accordance with indemnified hereunder. Such obligation shall not be construed the Contract Documents. However, the Architect will nct be to negate, abridge, or reduce ether rights or obligations of requires to make exhaustive or continuous on-site inspections indemnity which would otherwise exist as to a party or person to check quality or quantity of the Work. On the baz of on. uescribed to this Paragraph 3 18 site observations as an architect, the Architect will keep the 3.18.2 In claims :against iry person or entity ndemmfied owner informed of progress of the Work,and will endeavor to under this Paragraph 3.18 by All rmpwyee of the Con[racton,A guard the Owner against defects and deficiencies in the Work Subcontractor,anyone directly or ndlrectly employed by them 4.2.3 The A-chit..t will not have control over or charge of and or anyone for whose acts they may be liable, the indemnlfica- will not be responsible for construction means, methods, tion oh.,gation under this Paragraph 3 18 shall not be It ni(ed by techniques,sequences or procedures,cr for safety precautions a limitation on amount or type of damages, compensation or and programs in connection with the Work, since these are benefits payable by or for the Cow .actor or a subcoltra- or solely the Contractor's resp okisibillty as provided in Paragraph under workers' or workmen's compensati.:c :c!� disability 3.3 The Architect will to, be responsible for the Cuntrom cr s benefit acts or other employee t ,refit actsfailure to tory out the 'Work in accordance with the Contract 3.18.3 The obligations of the Contractor under this Paragraph 'Oocuments i ne Architect will not have control over c charge I H shall not extend to the liability of the krchr.Lc!, rite Archy of and will not fe responsibie for acts or omissions of the Con ALA DOCUMENT A201 •GENEKA► (:ONUITIUNS OF TliE CONTRACT FOR CONSTRUCTION•FOURTEEN rH EDITION 10 A201-1907 ALA* •1)1%'THF AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N W.WASHINGTON,D C 2(X)L)6 I tractor,Subcontractors,or their ageits or employees,or of any out the Architect's resnonsibilitirs at the site. The duties, other persons performing portions of the Work. responsibilities a:id limitations of authority of such project 4.2.4 CommurkAltlons Fad-ltaling Con',rset Administaa- represcntativs shall be as sei forth tit an exhibit to be incorpo- tlon. Except as utherwise provided in the Contract Documents rat,,d in the Contract Documents. or when direct communications have beco specially autho 4.2.11 The Architect will interpret and decide matters concern- , the Owner and Contractor shall endeavor to comrru:u- ing performance under and requirements of the Contract Cate through the Architect. Communications by and with the Documents on written request of either the Owner or ContrAc- Architect's consult-mLs shalt be through the Architect. Commu- tor. The Architect's r"-sponse to such requests will be made nitrations by and with Subcontractors and material suppliers with reasonable p••impuiess and within any time limits agr"d shall be through the Contractor. Communications by and with upon if no agreement s made concerning the time within -parate contractors shall be through the Owner. which i iterpretations required of the Architect shall be fur- 4.2.5 Based on the Architect's observations and evaluations of rushed in clonipliuncc with this Paragraph 4.2, then delay shall the Contractor's Applications for Payment, the Ar-hitect will not be recognized,cn account of failure by the Arcl-Atect to fur- review and certify the amounts due the Coi.tract,d and will nish such intYrpreuucns until 15 days ,cher written request is issue Certificates fa. Payment in such amounts. m.--de for them. 4.2.6 The Architect Will h ve authority to reject Work which 4.2.12 Interpretations and decisions of the Architect will be does not conform to the Contract Dorumcnts. 'x iienever the consistent with the intent of and reasonably inferable from the Architect considers it necessary of advisable for implrmenta- Contract Document: and wili be in writing ur u. 'he form of tion of the intent of the Contract Docw.lents,the 4rch itect will drawings.When making such interpretations and decisions,the have authority to require additional inspection o:testing of th- Arrhitect will endeavor to secure faithful performance by both Wom in accordance with Subparagraphs '13.5.2 and 13 5 -1, Owner and Contractor, will not show partiality to either and whether or not such Work is fabricated,Installed or completed will not to liable for results of Interpretations or decisions So However, neither this authority of the Architect nor A decis;on rendered in gout faith. made in good faith either to exercise or not to exercise such authoriy shall give rise to a duty or respcnsibility of the Archi- 4.213 The Architect's decisions on matters relating to.esth.-�c tent to the Co,uricior, ;utwontaciors,material and equipment effect will be final if consistent with the intent expressed in!I swiAlLrs,their agents or employees,or other persons perform Contact Documents. Ing portions of the Work 4.2.7 The Architect will review and approve or take other 4.3 CLAIMS AND DISPUTES appropriate action upon the Contractor's submitiAls, such a-, 4.3.1 Definition, A Clain is a demand or assertion by one of Shop Drawings, Product Dva and Samples, but only for the the pa4lies seeking,is a matter of right,adjustment or interpre- lunitrd purpose of check,ng for conformance with information tation of Contract terms,payment of money,extension of time given and the desir;,concept expressed in the Contract Ducu- or dither relief wah rt ,)ect to th% terms of the Contract. The ments The Architect's action will lx taken with such reason- term "Claim"also indu:les other Msputes and n,.itrrs in ques- ahle promptness as to cause no delay in the Work or in the tion between the Owner and Contractor arising out cif or relat. activities of the Owner. Contractor or separate contractors, ing to the Contac! Claims must be made by written noti•:e. while allowing suftici,•ni time in the Architect's professional The rt ?onsibility to substurtiate Claims shall rest with tic judgment to permit adequate review.Review of such subnuttals patty making the Claim. is not conducted for the purpose of detcrrrining the accuracy and completeness of other details such ;s dimensions and 4.3.2 Decision of Amhltset. Claims, including those al'eging quantities, or for substantiating instntctiovs for installation or un error or omission by the Architect, shall be referred iutrally performance of equipment it systems,all of which remain the to the Architect for action;u provided in Paragraph-I 4 it dcci- responsibility of the Contactor a, required by the Contract Moo by the Architect,as provided in Subparagraph 4 4 ,shall Documents The Architect's review of the Contractor's submit- be reouired as a,, : ;Dn precedent to arbitration or hti,;aeon IAN shall not relieve the Contactur of the obligations under of A Claim betwet ,c Contractor and Owner as to all such Paragraphs 3.3, 3.5 and 3A2 2 The Architect's review shall nc.t matters arising prior to the date final payment is due,rega.-dless constitute approval of safety precautfuns or, unless otherwise of(1)whether such maaers relate to execution and progn-ssof specifically stated by the Architec.,ofani.,construction means, the Work or(2)the extent to which the Work has been com. methods,techniques,sequences or procedures.The Archi'ect's pleled The decision 'iy the Arc: itect in response In : Clain Approval of a specific item shall not indicate approval of all shall not be a cunditiun precedent to arbitrati,n or litigation in assemhly of which the item is a component. the event(1)the position of Architect is vadum,(2)the Architect has not received e-Adence or has failed ra render a decision 4.2.Y1 The Architect will nrcpare C`ange Orders and Construe within agreed time limits, (�) the Architect has failed to take tion Change Directives, and may authorize minor changes in actin required under Subparagraph 4.4 4 within 30 days after the Work as provided in Paragr,,n'- 7the Claim is made,(4)45 days have passed after the Claim has 4,2.9 The Architect will coni' . t .nspccdons to determine tl a been referred to [lie Architect or (5) the Clain relates to a (late od dates of Substantial Cumpiciion and the date of rinai mechanic's lien .impletion, will receive and forward to the Owner for the Owner's review and records written warranties and reU,ed 4.3.3 Time Llrrilts on Claims. Claims by either party must be documents required by the Contract and assembled by the made v,-itnin 21 days after occurrence of the event giving rise to Contractor, Arid will issue a final Certificate for Payment upon such Claim or within 21 days after the claimant first recognizes compliance with the requirements of the Contract Doci.i.rats. the-ondition giving rise w the Chinn whichever IS later.Ciums must be made b- written notice An additional Claim mate 4.2.10 If the Owner and Architect ag-er,the Architect will pio- after the initial Crim hits been imolemented by Change Order %..1r one or more project representatives to as-ist in carrying will not be considered unless submitted in a ttmcly manner. AU DOCUMENT A201 9 GENERAL CONDITIONS OF THI CONTRACT FOR CONSTRUCTION• FOURTEENTH EDITION AIA• 0« i9H''THE AMERICAN INSTITUTE OF ARCHITECTS,1715 NEW YORK AVENUE,N W,WASHINGTON,D C 20c% A201.1 W 11 4.3.4 Continuing Gontraof Ps"CIM encs. Pending final reso• substantiating that weather conditions were abnormal for the lution of a Claim including arbitration,unicss otherwise agreed period of time and could not have been reasonably anticipated, in writing the Contmcwr ,hall proceed diligently with perfor and tha, wc,.ther conditions had an adverse etfat on the mance of the Contract and t.'.. Owner shall continue to make scheduled construruon. payments ci accordance with aic Contract Documents to Person pr P If 4.3,9 injury a Dsnta)�s �y, caner P an Y 4.3.5 Waiver of Claims: Final Payment. The making of final to the Contract suffers injury or damage to person i.;prupcny payment shall constitute a waiver of Claims by the owner because of an act or omission of the other party,of any of the except those arising Irom other party's cmpiovices or agents,or of others for whose acts .1 liens, Chitins, security interests or encumbrances anti- such party is legally liabie, written notice of such injury or iny,out of the Cuntract and unsettled; damage, whether or not insured, shall be given to the od.-r .2 failure of the"fork to comply with the requirements I'any within a reasortable time not exceeding 21 days after firs, of the contract Documents; or observance. The notice shall provide sufficient detail to cr ble the other party to investigate the matter. If a Claim for acar .3 terms of special warranties required by the Contract conal cost or bane related to this CLum is to be.asserted,it shall Documents. be filed As provided in Subparagrtplts 4 3.7 or 4.3.8 4.3.6 Calms for Concealed or Unknown Conditions. if con. 4.4 RESOLUTION OF CLAIMS AND DISPUTES ditiors am encountered at the site which are(1)subsurface ur otherwise con�:ealed phys" conditions which differ match. 4.4.1 The Architect will review(cairns-mai oke one or ally from those indicated in the Contract Documents or (2) th f.Uuwing preliminary actions within ren days of receipt of.+ more of unknown physical conditions of an unusual nature,which dif. Cham;(f)request additional supporting daa from the eArcnt,hi ter materially from those ordirnarily found to utast and generally (2)submit a scriedulc to the panics indicating when the Atc recognized as inherent in construction activities of the tett expxts to take action,(3)reject the Claim in whole or in character provided for in the Contract Documents,then notice part, stating reasons for rejection,(4)recommend approval of by the observing parry shall be given to the other party the Claim by the other party o (5)suggzst a compromise, The prompt,,,before conditions are disturbed and in no event later Architect may also,but is not obligated to,notify the surety,if than 21 days after first observance of the conditions.The Archi- any,of the nature and amount of the Claim. tect will promptly investigate such conditions and,if they differ 4.4.2 If a Clain-,has been resolved,the Architect will pt-pare or materially and muse an increase or decrease in the Contractor's obtain appropriate documentation. cost of, or time regsired for, performs,^e of any part of the Work,will recommend an equitable adjustment in the Contract 4,4.3 If a Claim has not bren resol,ed, the party making the Suin or Contract Time,or both.if the Architect determines that Claim shall, within ten days after the Architect's preliminary, the conditions at the site are not materially different from those response take one or more of the following actions:(1)submit indicated in the Contract Documents and that no change in the additional supr.orting data requested by the Architect, (2) terms of the Contract is justified, the Architect shall so notify mod;fy the initial Claim or(3)Notify the Architect that the initial the Owner and Contractor in writing, stating the reasons. Claim stands. Claims by either party in opposition to such determination must be made within 21 days after one Vchitect has given 4,4.4 If a Claim has nGt been resolved after consideration of the notice of the decision. If the Owner and Contractor cannot foregoing and of further evidence presented by the parties or agree on an adjustment in the Contract Sum or(ontract Time, requested by the Architect,the Architect will notify the parties the adjustment shall be referred to the Architect ror initial deter- in writing that the Architect's decision will be rr-ide wi.hin minatiun,s-bject to further proceedings pursuant to Paragraph seven days, which decision shall be final and binding on the 4 .i parties but subject tv arbitration. Upon expiration of such time 4.3.7 Calms for Additional Cris:. If the Contractor wishes to period, the Architect will render to the patties the Architect's male Claire fur an increase in the.:antract Sum,written notice written decision relative to the Claim, including any change un as provided her,:in..mall h:given before proceeding to execute the Contract sum or Contract Time or both. If there is a surety the Work. Prior riotii:•is not req tired for Claims relating to An and there appears to be a possibility of a Contractor's default, emergency encs.-,goring life or pt4perty arising under P•arl- the Architect may,but is not obligated to,notify the surety and graph 10.3. if int! Contractor believes additional cost is request the surety's asAstance in resolving the controversy involved for reasons includin¢but not limited to(1)a written 4.5 ARBITRATION interpretation from the Architect,(2)an order by the Owner to stop the Work where the Contractur was not at fault,(3)a writ- 4.5.1 Controversies and Claims Sub}etri to Arbitrstlon. Any ten order for a minor change in the'G'ork issued by the Archi. controversy or Claim arising out of or relaxed to the Contract, tect,(4)failure of payment by the Owner,(5)termination o:the or the breach thereof, shall be settled by irbitradon in accor- Contract by the Owner, (6) Owner's suspension or (7)other dance with the Construction Industry Athitration Rules of the reasonable grounds,Claim shalt be filed in accordance with the American Arbitration Association, and pidgmen, upon the procedure established herein award rendered by the arbitrator or arhitrotors may be entered 4.3.8 Claims for Additk*rtal Time in any court having jurisdictfm thereof, ex:ept controversies 4.3.8.1 If the Contractor wishes to make Claim for an increase or Claims relating to aesthetic effect and exa:pt those waived as the Contract Time,written notice atirovided herein shall be provided for in Subpani3rph 4.3.5 Such controversies or µmen The ContrActor's Claim shall include an estimate of cost Claims upon which u,.Architect has given notice and rendered a decision as provided in Subparagraph-1 4 4 shall be subject to and of probable eine a of delay on progress of the Work.in the arbitration upon written demand of either party Arhitration cast of a continuing.2elay only one Claim is necessarymay be commenced when 45 days have passed after a Claim 4.3.8.1 If adverse we,ither conditions are the basis for a Claim his been referred to the.Architect as provided in Paragraph 1 3 fur additional time, such Clam shall be documented by ,ata and no decision has been rendered AIA DOCUIWXT A201 •GENERA+.CONVITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 12 "011•119#0 AIA* •C 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N W,WASHINGTON,D C 20UM 4.5.k Rules And Now"10r Arbltntlon' Claims letween the 4.5.6 Clabrns And Timwy A•r+N�n of Claims' ,► party w hu Ownet and Contractor not resolved under paragraph 4.4 shall, files a notice of demand fur arbitration must assert in the if subjec, to arbitration under Subparagraph 4.5.1, be decided demand all Claims then known teen that party or.which ac.. AM by arbitr.tion in accurdaricc with the Construction industry tion is permitted to to demanded When a party fails to include Arbitration Rules of the Amu•ri•an Arbitration Aviation tit- or when 2 Claim has matured orthrough ovcrsigh,. cbeen acquired rtence or subseqt neglect, rendy in effect, unless ;hr Pa.-ties mutuaDy age the arbitrator or arbitrators may permit amendment. Notice of arty to the A rertGmeiot betwleen he Own filed cii nand Cating irn the the other party g 4.5.7 JludpmsM on Final Award•The award ;rn entdmy be trartor and with the American Ar bltraexm Associatiur, an0 a arbitrator air arbitrators shall be final, and ;udgm curt ropy shall be filed with the Architect. entered upon it fn accordance with appiiCV.ble law in any 4.5.3 Contnot PerfornwN cs During ArbltTttion.During arbi- having jurisdiction thereof, 1 tration proceedings• the Owner tiro Contractor shall comply ARTICLE 5 with Subpangraph 4 3.4. 4.5.4 When ArbiV%*n Mayes Demanded.Demand tn,I SUBCONTRACTORS tration of any Claim may not be made until the earlier of(1)the date on which the Architect has rendered a ftnal written dcci 5.1 DEMITIONS Sion on the Claim,(2)the tenth day after the parties have pre sented evidence to the Architect or have leen given reasonable 5.1.1 A Subcontractor is a person or entity who has a direct opportunity to drtion of the Work o so, if the Architect has not r!ndered a final At the site.The withthe nSractor to iiibcontract�rO is referm a errred o throughout written decision by that date, or (3) any of 'he five events ]escrilxd .n Subparagraph 4.3.2. the Col tract Documents,as if singular In number and means a Subcontn ctor or an authorized representative of the Subcon 4.5.4.1 When a written decision of the Architect states that(1) tractor Tl.c term "Subcontractor"does not include a separate [ne decision u final but subject to arbitration and(2)a demand contractor or st,bcontraciors of a separate contractor. iur Arbilration of a Claim covered by such decision must be made within 30 daps after the date on which the party InAk d direr A Su direr,ontnctor w5 a person or entity who has a the dr mand receives the final r,i,ilelt decision, then failure to direct or indirect contract with a e teri n Subs b perform a demand arbitt cion within -aid 30 days' period shall result in portion of the Wo k at the site.The term" men( as ifsingula the Architect's decision oecoming final and binding upon the is referred to thruuhhout the Contract Documents as if singular owner and _onlr2ctor. If the Architect renders A decision after in number and means a Sub-subcontractor or an authofued arbitration pruceedinp- ilavr been initiated,such decision may representative of the Sub suhcuntractor. I be entered as evidence,but shall not supersede arbitration pro- 5 2 AWARD OF SUBCONTRACTS AND OTHER credings unless the decision ,; acceptable to all parties CONTRACTS FOR PORTIONS OF THE WORK concerned. 5.2.1 Unless otherwise stated in the Contras Documents or I 4.5.4.2 A demand for arbitration snall be made within the time the bidding requirements, the Contractus, AS soon as prai- limits specifier:, in SubparagraphS 4.5.1 and i 5.4 and Clause ticable after award of the Contract, shall furnish in writing to the Owner through the ArcNtecr the names of persons or enti time ime 1 as applicable, and in other cases within a re mties',le (including nirmish materials or equipment lding those who are to tafter the Claim has arisen,and in no event shall itt tbo made ,ed for each principal p<x- after the date when institution of legal or equitable proceedings fabricated to A special design)pru pis based on such Claim would he barred by the applicable Statute tion of the Work.The Architect will promptly reply to the(;on- of limitations As determined pursuant to paragraph 13 7 tractor in writing stating whether or not the Owner or the Arrhitect, after due investigation, has reasonable objection to 4.5.5 Limitation on ConsolldAUon or Joinder. No arbitration an) suet proposer' person or entity. Failure of the Owner o: arising out of or relating to the Contract Documents shall Architect to reply promptly shall constitute notice of no reason- include, by consolidation or joinder or in Any other manner, ahle objection. the Architect,the Architect's employees or consultants,except by written consent containing specific reference to the Agree. 5,9,2 The Contractor shall not contract with a proposed per- by and signed by the Architect, Owner,Contractor and any ,on or entity to whom the Ow or Architect has made r be other person air entity sought to te)oined. No arbitration shall sonable and timely objection. The Contractor shall not be include, by consolidation or joinder or in any other manner, required to contract with :anyone to whom the Contractor has ' parties other than the Owner, Contractor, a separate contrac- Blade reasonable objection ter as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence 5.2.3 If the Owner or Architect has reasonable objection to a tractor is required if complete relief is to be accorued in atbitrattur. No pens pnor entityse proiher a whom hr Owhe n r or Architect ctor, the thas no e person or entity other than the Owner,Contsed by rartur air se,nanteor contractor as described in Article 6 shall be Inc ded as a.i orig- reasonable objection The Contract Surr. shall be increased inal third party or additional third•.Ary to An arbitration whose decreased by the difference in cost occasioned b; such change interest or resptmsibil-ly is insubstantial. Consent:o arbitration and An appropriate Change order shall be issued However,no tity shall not constitute increase in the Contract Sum shall be allowed for suet:change invutving an additional person or en ' a dispute not described therein or with unless the cor,oA.-tor has acted promptly and tesponsively in consent w arbim.ion al a person or entity not na;ned or described therein. The tore- submitting nstmes av required. going agreement to arbitrate and other agreements to arbitrate ' with an additional person air entity duly consented to by parties 5.2.4 The Contractor shall not change a Subcontractor,person ifically enforceable under appli- or entity p evioc sclectcJ such f the owner or Architect makes to the Agreement shall be spec to cubic. law in any court having IuriSdirUun thereof. AIA(1000 TMEN 42011 •GENERAL CUNDtTIONS OF THE CONTRACT FOR(ONbT'RUCTION a FOURTEENTH EDIT ION A2.01-1987 13 ' AIAa •V Ivtr 1 Ht AMERICAN INs-ITUTE OF ARCHITECTS,I75S NEVI'YORK AVENUE,N W,WASHINGTON,')C lIM•`') 5.3 SUBCONTRACTUAL RE-1.1 KM 6.1.3 The Owner shall provide for coordination of the activi- ties of the Owner's own forces and of each separate contractor 5.l,1 By appropriate agreement,written wher Iegaby required with the Work of the Contractor, who shall cooperate with for validity,the Contractor shall tequire each Subcontractor,to them.The Contractor shall participate with other separate con- Lilt extent of the Work to be performed by the Subcontractor, tractors and the Owner in reviewing their construction sched- tu be bound to the Contractor by terms of the Contract Docu- Wes when directed to du so. The Contractor shall make any ments,and to assume toward the Contractor all the obligations revisions to the construction schedule and Contract Sum and responsibilities which the Contractor, by these Uocu- deemed necessary after a joint review and mutual agreement. mcnts,assumes toward the Owner and Architect.Each subcun- The construcuon schedules shall then constitute the schedules tnict agreement shah preserve and protect the tights of the to be used by the Contractor, separate contra tors an,a the owner and Architect under the Contract Documents wit, Owner until subsequently revised. respect to the Work to be performed by the Subcontractor sr, that subcontracting thereof will not prejudice such rights, and 6.1.4 Unless otherwise provided in the Contract Documents, shall allow to the Subcontractor, unless specifically provided when the Owner performs construction of operations related otherwise in the subcontract agreement, the benefit of all to the Project with the Owner's own forces,the Owner shall he rights. remedies and redress against the Contractor .hat the deemed to be subject to the same obligations and to have the Contractor, by the Contract Documents, has against the same rights which apply to the Contractor under the Condi- Owner. Where appropriate, the Contractor shall require each tions of the Contract, including, without excluding others, Subcontractor to enter into similar agreements with Sub-sub- those stated in Artic' i, this Article 6 and Articles 10, 11 contractors. The Contractor shall male available to each pro- and 12 posed Subcontractor,prior to the execution of tine supx.,ontract agreenneu, copies of the Contract Documents to which the 6.2 MUTUAL RESPONSIBILITY Subc-.retractor will be bound,and,upon written request of the Subcontractor, identify to the Subcontractor terms and condi- 6.2.1 The Contractor shall afford the Owner and separate con- tions of the proposed subcontract agreement which may be at tractors reasonable oppxon,inity for introduction and storage of variance with the Contract Ducumeas. Subcontractors shall their in.serials and equipment and performance of their activi- simdarh•make copies of applicable portions of such documents tics anJ shall connect and coordinate the Contractors con- available to their respective proposed Sub-subcontractors n�uion and orations with theirs as req,tired by the Contract 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the Wart: is 6.2.2 If part of the Contractor's Work depends for proper assigned by the Curar-Actor to the Owner provided that execution or results upon construction or operations by the .1 assignment is effective only after termination of the Owner or a separate contractor, the f'ontactor shall, prier to Contract by the Owner for cause pursuant to 4'ara- proceeding with that portion of the Work,promptly report to graoh 14 2 and only for those subcontract agreements the Architect apparent discrepancies or defects in such ether construction that would render it unsuitable for such proper which the Owner accepts by notifying the Suhcon- execution and results Failure of the Contractor -,o to report tractor it venting, and shall constitute an acknowledgment that the Owner's or sepa- .2 assignment is subject to the prior rights of the surety, rate contractors'rompleted or partially completed construction if any, obligated under bond relating to the contract is('it and proper to receive the Contractor's Work,,xcept as to 5.4.2 If the Work has been suspended for more tha-i 30 days, :refects not then re.sonably discoverable. the SuLK-wractor's camp eni vtion shall be equitably adjusted. 6.2.3 Coss caused by delays or by improperly timed activities or defective construction shall Cc hxame by the party respxnsi- ble therefor. ARTICLE 6 6.2.4 The Contractor shall pn)inptly remedy damage wronf; CONSTRUCTION BY OWNER fully caused by the Contractor to completed or partially cont- ON BY SEPARATE CONTRACT i ORS pl-eted construction or to crop arty of the Owner or sepa%te 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION contractors as provided in Subparagraph 10.2.5. AND TO AWARD SEPARATE CONTRACTS 6,2.5 Claims and other dispu'ps and matters in question 6.1.1 Thr. Owner reserves the light to tx:rfornt cons ruction or betwer-ii the Contractai an(1 a cparate contract(.r shall be sub- operations related to the Project with the Owner's o-vr forces, ject to the provisions Of Paragraph 4 3 provided he separate ami to award separate contracts in connection with other pwr. contracior has reciprocal obligations, tions of the Project or other construction or operations on the site under Conditions of the Contract identical on substantially 6.2.6 The Owner and each separate contractor shall have the similar to these including those portions related to Insurance same restumsibiities for cutting and patching as are &.scribed and waiver of subrogation If the Contractor claims that delay for the Contractor in Pan+;:aph 1 14. or additional cost is involved because of ouch action hv the 6.3 OWNER'S RIGHT TO CLEAN UP Owner, the Contractor shall make such Claim as provided else where in the Contract Documents 6.3.1 If a dispute arises among the Corrractor, separate con- 6.1.2 When separate contracts are awarded for difft-rent por. tractors and the Owner as to the responsibility under their tions of the Prulect or othcl cunstruction or operations on Ilw respective contracts for maintaining the premises and surround- 1 site, the tenni ' Contractor" in the Contract t)ccuments in each Ing area free from waste materials and nebbish As described in I R case shall mesa the Contractor who executes each separate Paragraph 3.15, the Owner may clean up and allocate the cost owner-Contractor Agreement am ng those responsible as the Architect cl-termines,o be just AIA DOCUMEAT A201 •GENERAL Co'+DITIONS OF',-HE CONTRACT'FOR CONSTRUCTION•FOURTEENTH EDITION 14 A201-IN? AIA• 9(c)1914^THE AMERI(AN INSTITJTF-OF ARCHIT iCTS,1735 NEW YORK AVENUE.N,W,WASHINGTON,D C 2(KXX- �•x Derr .� w,� � � ... ARTICLE 7 .3 cost to be determined in a manner agreed upon by the panics and a mutually acceptable fixed or percent- CHANGES IN THE WORK age fee; or .4 "provided in Subparagraph 7.3 6. 7.1 CHANGES 7.3.4 Upon receipt of a Construction Change Directive, the 7.1.1 Changes in the Work ma, be a(complished aft-:r execu- Contractor shall promptly proceed with the change iii the ti,)n of the Contract,and v.ithr•nt invAndating the Contract, by Work involved and alvtse the Architect of the Contractor's Change Order, Construction Chante Directive or order for a agreement or disagreernent with the method, if any, provided mirror change in the Work, suhjet.t to the limitations stated in in the Construction Change Dirzctive for determining the pro- this Article 7 and elsewhere iii the Contract Documems. posed adjusunent in the Gontmr-t Sum or Contract Time. 7.1.2 A Change Order shall be based upon agreement among 1,3.5 A Construction Change Directive signed by the ContrAc- the Owner, Contractor and Architect, a Construction Change for indicates the agreement of the Contractor therewith,includ- Directive requires ai,,reetnent by the Owner and Architect and ing adjustment Li Contact Sum and Contract Time or the may or may not be agreed to by-I e Contractor;an order for a method for determining them Such agreement shall be effec- minor change in the Work may be issued by the Architect tive Lnmediately and shall be recorded as a Change Order. alone. 7.3.6 If the Contractor does not respond promptly or disagrees 7.1.3 Changes in the Work shall be performed under appli- Witt the method for Adjustment in the Contract Sum, the cable provisions of the Contract Documents,and the Contrac- method and the adjustment shall be determined by the Archi- tor shall proceed promptly, unless otherwise provided in the tect on the basis of reasonable expenditures and savings of Change Oider, Construction Change Directive or order for a those performing the Work attributahle to the change, includ- minor change in the Work ing, in case of an increase in the Contract Sum, a reasonable 7.1.4 If unit prices are stated in the Contract D)cuments or allowance for overhead and profit. In such case,and also under suln:equently agreed upon, and if c,uantities originally con- CUuse 7.3.3.3, the Contractor shall keep and present, in such templr,ed are so changeti an a proposed Change Order or Cun- form as the Architect may prescribe, an itemized accounting struction 1'hangc Directive that application of such unit prices together with appropriate supporting data. Unless otherwise to quantities of Work )ropusrd will cause Substantial inequity provided fn the Contract Documents,costs for the purposes of to the Owner or Contiaclor, the applicable unit prices shall he this Subparagraph 7.3.6 shall be limitel to the following: equitably adjusted .1 costs of labor, including social security, old age and 7.2 CHANGE ORDERS unemplovment insurance, fringe benefits required by Agreement or custom, and workers' ur workmen's 7.2.1 A Change Order is a written instrument prepared by the compensation insurance; Architect and signed by the Owner, Contractor and Architect, .2 costs of materials, supplics and equipment, includ- stating their agreemf.nt upon all of the following: ing cost of transportation, whether incorporated or .1 a cbinge in the Work, consumed; .2 the amount of the adjustment in she Contract Sum, if .3 rental costs of machinery and equipment,exclusive of any; and hand tools, whether rented from the Contractor or .3 the extent of the adjustment in the Conuaci Time, if others; any .4 costs of premiums for all bonds and insurance,permit 7.2.2 Methods used in determining adjustments to the Contract fees, and .ales, use or similar taxes related to the Work; and Sum may include those listed in Subparagraph 7 3.3. .5 ad,Ltional costs of supern•inon and field office person- r.3 CONSTRUCTION CHANGE DIRECTIVES nel der, -:ly attributable to the change 7 3.1 A Construction Cnange Directive is a written order pre- 7,3.7 Pending final determination of cost to the Owner, p trod by the Archrzo and signed by the Owner and Architect, amounts not in dispute may be included in Applications for d,recting a change in the Work and stating a proposed basis for payment The amount of credit to be allowed by the Contrac- ao,ustment, if any, in the Contragt Sum or Contract Time, or for to the Ownei for a deletion or changr which results in a net hot,, The Owner may by Construction Change Directive, decrease in the Contract Sum shall be actual net cost as con- withom invalidating the Contract, order changes in the Wolk firmed by the Architect. When both additions and credits within the general scope of the Contract consisting of addi tions, deletions or other rgvisions, the Contract Sum and Con- covering related race f o.overhsubstead t Ard are involved be figured a tract lime txuig adjusted accordingly, change, the allowance for overhead and profit shall br ligated on the basis of net increase, if any, with respect to that change 7.3.2 A Construction Change Directive shall be used In the 7.3.5 If the Owner and Contractor do not agree with the Absence of total agreement on the terms of a Change Order adtust,,ieni in Conuart Tirne or the method for determining it, 7.3.3 If the Construction Change Directive provides for an the adjustment or the method Shalt be referred to the Archnect Adjustment to the Contract Sum, the adjustment shall be based for determination. on one of the follow,ng methods 7,3.9 When th• Owner and Contract a agree with the deter- .1 mutual acceptance of a lump sum properly itemized minauon made by the Architect concerning the adjustments in and supported by sufficient substanuaung data to per- the Contract Sum and Contract Time,or otherwise reach agree- mit evaluation; anent upon the adjustments, such agreement shall be effective .2 unit prices stated in the Contract Documents or sub. immediately and shall be recorded by preparation and execu- sequendy agreed upon; tion of an appropriate Change Order AIA OMMENT A701 o GENERAL CONDITIOtIS OF THE"ONT?ACi'FOR CONSTRUCTION•FOURrEL-,:Th: EDITIOt AIA* 0 C01987 THE AMERICAN INSTITUTE OF ARCH ITSCTS,'7+i NEW YORK AVENJE,N W,WASHINGTON.DC 2UUtr6 A201.1U7 15 9' W. Wit R 191 qWto 71! 7.4 MINOR CHANGES IN THE WORK ARTICLE 9 7.4.1 The Architect will have aut' rity to order minor changes in the Work not involing adjustment in the Contract Sum or PAYMENTS AND COMPLETION extension of the Contract 'I une and nu! incovistent with the 9.1 CONTRACT SUM intent of the Contract Ihxuments Such changes shall br effected by v .itten order and shall be binding on the Owner 9.1.1 The Cuntract Sum is stated in the Agreement and,i iclud- and Contractor The Crnntractarr OiAil carry out such written Ing authorized adlustmC:rs, is the total amount payable by the order., promptly Owner to the Contractor for performance of die Work under the Contract l>xuments. ARTICLE 8 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the'-ontr,cto r TIME shall submit to [tic Architect a schedule of values allocated to various po rtiow. of the Work,prepared in such form and sup- 8.1 DEFINITIONS Durted by such data to substantiate Its accuracy as the Architect 8.1.1 Unless otherwise provided, Contract Time is the period may require.'This schedule,unless objected to by the Architect, of time, including authorized 21Liustments,allotted in the Con- shall be used as a basis for reviewing the Contractor's Applica- tract Documents for Substantial Completion of the Work. tions for Payment. 8.1.2 The date of commencement of the Work is the date 9.3 APPLICj.JIONS FUI PAYMENT established in the Agreement.The date shall not be pcstponcd 9.3.1 At least ten days beta rc the date established for each by the f:ulure to act of the Contractor or of persons or entities progress payment, the Contractor shall submit to the Architect for whom the Contractor is responsible. ao itemized Apphc,mon for P_iyment for operations completed 8.1.3 The date of Substantial Completion is the date certified in accordance wish the schedule of values. Such application shat: be notarized, if required, and supported '�%, such data by the Architect in accordance with Paragraph 9.8. substantiating the Contractor's right to payment as tht Owner 8.1.4 The term"clay"As used in the. Contract Do<uments shall or Architect may require, such as copies of requisitions from mean calendar day unless otherwise specifically Refined, Subcontractors and material suppliers, and reflecting retainage 8.2 PROGRESS AND COMPLETION if provided for elsewhere in the Contract Documents. 8.2.1 Time limits stated in the Cuntract Uucuments arc of the 9.3.1.1 Such applications may include requests for payment on essence of the Contract. By executing the Agreement the Con- account of changes in the Work which have been properly traitor confirms that the Contract Time is a reasonable period authorized by Construction Change Directives but mjt yet fur performing the Work included in Change Orders. 8.2.2 The Contractor shall not knowingly, except by agree- 9.3.1.2 Such iPplications may not include requests for pay- ment or instruction of the Owner In writing,prematurely com- ment of amounts the Contractor dues no-. intend to pay to a mance operations on the site or elsewhere prior to the effective Subcontractor or material supplier beciuss:of a dispute or uttrer date of insurance required by Article I I to he furnished by the rcasr.n. Ccr,tractur The date of commencement of the Work shall not 9,3.2 Unless otherwise provided in tin CUnt:Act Documents, be:hanged by the effective date of such Insurance. Unless the payments shall be made un account of-materials and equipment date of commencement is established by a notice to proceed delivered and suitably stored at the s.te for subsequent incor- given by the Owner, the Contractor shall notify the Owner in pmrat;-,n In the Work. If approved in advar.Le by the Owner, writing not IL+s than tier drys tar other agreed period bel'urc payment may similarly be made for materials and equirmen! commencing the Work to permit the timely filing of mortgages, suitably stored off it r Site.at a location agreed upon in writing, mechanic's liens and other security Interests. Payment for materials and equipment stored on or off the site 8.2.3 The Contractor shall proceed expeduiuusly with adc- shall be c-nditiuned upon compliance by the Contractor with quatr forces and Shall achieve Substantial Completion within pros lures satisfactory to the Owner to establish the Owner's the Contract Time. title o,suer materials and equipment or otherwise protect the Owner's Interest, and shall include applicable insurance, 8.3 DELAYS AND EXTENSIONS Of- TIME storage and transportation to the site for such materials and 9.3.1 If the Cuntrr:tur is deiayc-•1 at any time in progress of the "quiprnent stored off the site. Work by an act or neglect of tt a Owner or Architect,or of an 9,3.3 The Contractor warrants that title to all Work covered by employee of either, or of a separate contractor employed by an Application for Payment will pass to the Owner ru later than the Owner, or by changes ordcre,I in the Work, or by labor the time of payment. The Cor..ractor further warrants that disputes,fire,unusual delay in deliveries,unavoidable casualties upon submittal of an Applin tion fur Payment all Work for or other causes beyond the Contractor's control, or by delay which Certificates for Payment have been previously issued authorized by the Owner pending arbitradun, or by other and payments received from the Owner shall,to the best of the cruses which the Architect determines may luwly delay, then Contractor's knowledg., information and belief, be free and the Cuntract Time shall be extended i,,-Chisoge Order for such clear of liens, claims, security interests or encumbrances in reasonable time as the Architect may determine favor of the Contractor, Subcontractors, material suppliers, or 8.3.22 Claims relating to time shall IN:made in accurdance with other persons or entities making a claim ny reason of having •applicable provisions of Paragraph 4 i. provided labor, materials and equipment relating to the Work. 8.3.3 This Parapraph 8 i do—, not preclude recover; of dame 9.4 CERTIFr..ATES FOR PAYMENT ages for delay by either party under other provisions of the 9.4.1 The Architect will, within seven days after receipt of the Contract Documents Contractor's Application for Payment, either issue to the i AIA DOCUMENT A201 .GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•rUUMENTH EDITION ` 16 A201-IN7 SIA• 0(S)1987 THE AMERICAN INSTITUTE Or:.RCHITECT5.1715 NFX%YORK AVENUE,N.W.,WASHINGTON,D 2000G '.ter � +ar � •� � alter w� ceruficauon tae Ccrttftcauun will be nudc for amounts prcviausly to the Cuntrac_ 9.5.2 VI/hcu the atxn't'rnwns for withholding Ment, Wnh a copy rernOcd, Ow nct a clr1ificate tar payment, determines u properly withheld. v rice in writing of the p PAYMENTS tor, fol such amount as the Arc- 8.8 men!, due, or notify the Contractor ;Ind U er and within the ons for withholding certification in whole tar in Architect's reas clewldin 9 5 / fi.8.1 Atter the Atc-ikc paymen`u theCmann ate fol so notify the Owner shall En payment uments,and stall p,uI as provided in Subf graphprovided in the Contract Doc Ment will cunsutute a time P d un the the Architect. c2ch Subcontractor, 9.4.2 7 hr'astwtcc the,hrchnectcwcithe Owner, base aerator shall Pr, Pay fepresencinon by the data comprising the owner out of the artx>ur11 the to the fi.8.�The a mein from the Architect s observ.iu(�ns at[hat the Work hasProgressed n receipt of P"Y Ucauun for Payment, is APP the atnount [o which said Subcon""Actor indicated ;uiil that, w the best of the Architect's kat sI upon the Work, I rewned from payments of (hc Work is fn actor paid to Contractor on account°f sort,Subcontractor'!, Po tndi d belief, quality es actual y portion edge, infonnatton an rc rescnta tion o rcentag Appropriate agree dance with the Contract Lh/cuments.The furegor C P t Contactor shall, by PP m IeUon,ro to the Contractor an account of such Subcontracto. are subject to an r�'aluauun c'^tsub an W CoU1purmn'10 of the WorkctTh C re etre each Subcontractor to make tions uments upu deviations with the ConIr1C' xxcs�and inspections,to minor de results of subseq uments correctable prior w completion with entts to Sub•subcontractors in simile manner Crum the Contract L)Oc res ed by the -rchiteet. The payment!, 'request' furnish 10 a SubCo Com- from qualifications exp 0,8,8 Thr Architect will, on req ding petcrntagrs of Cum and to specific payment will further o n ti tote A nuance of a Certificate for Pay taunts applied fur by the (;ontrActor and achun or, d Practicable, information re • ce of a Certificate for pay- pletic n or an tete Architect and Owner on account°f Pur representation that the vrr,the is nce entitled)f A 1°P ) taken thereon by amount Certified.H13 Mpre,the t,on t coons to check tele tions of the Wotk done by such Subcontractor. Ment will not be rrPreyrntruon that the Architect hos tl) have an°bligation Work, (2) reviewed 'construction a rncnt of money tO a Subcontractor rtuade exhaustive or cuntuiuous on-site inspr quality or yuanuty of the uence� or procedures, (3) 8,8.4 Neither the Owner nor Architect shall s methods, techniques, sequence! w Pay otherwise tK required by law. -Can•' u�siues S received from Sub`heto nee except as may c co the p reviewed coPleS of rcq other data requested by hers shall be treated in a manner Suppliers and a Ment or(4) made trent to material suPP 6.3 and)• and material suPP the ContraC 8.8.5 Pay ata ra hs 9.6.2,9 to substantiate the Contractor's right to p Y similar to that provided in Subp g P a n,ent,c•partial cxaminatiun to ascertain how or for what purpose 8 8,8 A Certificate for Payment,a progress p Y rev. sly paid on account of the Cuntrart of the Project by the Owner shall tot has used money p or uccuP•ancY ce with the Sum of entire use ccep tante of Wurk not in accordan 8.S �ggpNB TO Wi i HHOLO CEATIFICATK?N not constitute umen Contract Doc Decide not to cetufy payment and FAILURE 7F PAIMENT Inent, tat,to p•7 s after 8,5,1 The Architect may Ment in whole or N P' within swen day to protect, .e©wner,if in the 9,7,1 it the Architect does not issue a Certificate °f or if the may withhold a Certificate for Pay a nu fault of tete ContractOron fur Payment, necessary Prequiredthrough the extent rC.c+ur�ably testntatitms to the Owner Architect's opinion the FeP made. if the Architect is receipt tat the Contractor's APP Dunt ter 9.4.2 (:annul be ,the Owner does not pay the ContraCor wUQlen seven am after tile by Subparagraphaunt of the Applicationovided in the Contact f�arbitration,then the Con- Unable in the amdate es.able Arc it unable w certify p')' r1 Architect Cannot tried by the Architect or awarded by 5 w[itten notice to the Architect Will notify ify tele Col C'ntractor piwner'ts P tl is�uc a tractor ma)', '(!ion seven Additional day a ment of the Subparagraph / �( , the Work until payment agree on a revised am°ant, she Architect wall primp ) Owner and Architect, P shall Ment for the amount for which the Architect unuunt owing has been received. The�t actacSum a shall be be Certificate for Pay ria riately and the enable costs of tar, because of extended apP P is able to make such representations to the Owner. rhe ANN increased b)' ount of the Contractor's teas( y •o decide not to certify payment the am Which shall hr accomplished as cert may al� ucnt obsepaymen' And startuP Ment shut down,delay subsrqu.:rttly discovered rviJor a part Of Certificate for Pa'n the provided in Article '7 may nullify the wh�l�uc I extent as may be necessa y gUBSTANTtAL ComPLETION previously issued. 9.8 c in the progress of the Architect's opinion to protect the Owner from loss because u 9.11,1 substantial ComPleti(n Ls the''tag r Work or tlrsig;,.ited Portion thereof is suffi .1 deft.ctive Wort' nut remedied; Work for its intended cirntly complete in acrur`la r`Utilize lth�e Contract DOE unten s 2 third Pavy claims file(o such cla sable evidence hdicat Work Ownelete i uccup, Ing probable filing o aY merits prop r of the Gontractur «, make P" use. or a fit. ,3 IaIIUr• ,rattly, is erly to Subcontractors (,r for labor, materials or Agreeswner to accr.pt srp' 8,8,E When the Contractor considers that the or equipment; tion thereof whichIeteCthOe Con tactor shall pte(�are and submit comp ( completed r.untract Sum; subsuntially romptly to cum- .4 reasonable evidence that the Work cannot • cu pletct. Gtr the unpaid balance of the to the Architect a comprehensive list uceedipto i'r item on 5 dam.lr Wurk will not be coin or currectcd. Thr Contractor shall p c u, the Owner tar sae>thel k will ct t risibility of the Contractor to reasonable evidence that the And that the unpaid plete and correct items on the list.Failure to include an .8 or such list dues not after the respoCe a,lth the Contract Dau' pleted within the contract Tin cover actual complete all Work in accosdan the Architect will b.c,1Le would not tx q merits. Upon receipt of tt,e Cuntnctc.r's list, Ilqu,1Cc damages for the anticiPated delay; tar out the Work in accordance nake an inspection«, determ[ne whether°rk-�S g ,7 persistent fill ore to carry YORK A 7 with the Contract DocuX01.19817 ments. CONSTRUt-TION•FOURTEENTtt EDITION AU DOCUMENT A20� • CENERAL CONDIT'( h H THE CONTRA ( f COR AVENUE,N W.WADHINGTON. 'C ' M' AIS• .�,iyt('THF.AI AN INSTITUTE OE ARCHITECTS,1'73SjS NEW Ulm nated portion thereof is substantially complete. If the such inspection and,when the Architect finds the Work accept Architects inspection discloses any item, whether or nut able under the Contract Drxumenis and the writract fully per- included on the Contractor's list, which is not in accordance formed, :he Architect will promptly Issue a final Certificate for with the requirements of the Contract Documents,the Contrac- Payment stating thy: to the best of the Architect's kno wlrcige, tot shall, before issuance of the Certificate of Substantial Com- information and, belief, and on the basis of the Architect's pletion,complete or correct such item upon notification by the observations and inspections,the Work has been complete"in Architect The Contractor Rhall then submit a request for accordance with terms and conditions of the Contract Docu- anottur inspection by the Architect to determine Substantial ments and that:he entire balance found 10 be due tht Co imc- Completion When the Wurk or designated portion thereof u tur and noted in san.l final Certificate is due and payable. The substactially complete, the Architect will prepare a Ceruficate Architect's final Certificate for Payment will constitute a futther of Substantial Completion which shall establish the date of Sub- representation that conditions luted in Subparagraph 9.10,2 as stantial Completion, shall establish responsibilities of the precedent to the ContractVs being entitled to foul payment Owner and Contractor for security,maintenance,heat,utilities, have been fulfilled damage to the Work and insurance, and shall fit the time within which the Contractor shall finish all items on the list 9,10.2 Neither final payment nor any remaining retained accompanying the Certificate. Warranties required by the Con- percentage shall become due until the Contractor submits to tract Documents shall commence on the date of ;ubstantul the Arci iltect(1)an affidavit that payrolls,bills for materials and Completion of the Work or designated portion thereof unless equipment, and other indebtedness connected with the Work otherwise provided in the Certificate of Substantial C,-omple- for which the Owner or the Owner's property might be tion The Certificate of Substantial Completion shall be sub- -ponsible or i:ncumbered(less amounts withheld by Owner) mitted to the Owner and Contractor for their written accep- hav: been paid or otherwise satisfied, (2)a certificate evidenc- tance of responsibilities ssi, led to them in such Certificate. ing that insurance required by the Contract Ducurnwrits to 9.9.3 Upon Substantial Completion of the Work or designated remain in force after final payment is currently in effect and will p P not be cancelled or allowed to expire until at least 3V days' portion thereof and upon application by the Contractor and prior wrliten notice has been given to the Owner,(3)a written certification by the Architect, the Owner shall make payment, S•atement that the Contractor Ynows of no substantial reason reflecting adjUSInient in retainage,if any,for such Work or poJr that the insurance will not be renewable to cover the period tion thereof as provided in the Contract Uocunnents. requited by the Contract Documents, (4)consent of surety, if 9.9 PARTIAL OCCUPANCY OR USE any, to final payment and(5), if requin-d by the Owner, other data establishing p2,ment or satisfaction of obligations,such as 9.9,1 The Owner may occupy or use any complet:d or par- receipts, releases and waivers of ,ens,claims,security interests tally completed portion of the Work at any stage when such o. encumbrances arising out of the Contract, to the extent and portion is designated by separate agreement with the Contra,- in such form as may be desigrnatr.i t••y the Owner. If a Subcon- tor, provided such Occupancy or use is consented to by the tractor refuses to furnish a release or waiver required by the insurer as requires!under Subparagraph 11.3 11 aid authorized Owner, Phe Contractor may furnish a bond satisfactory to the by pubs c authorities having jtirL diction Over the Work. Such Owner to indemnify the Owner against such lien. If such lien partial occupanLV or use may commence whether or not the remains unsatisfied after payments are made, the Contractor portion is substantially complete, provided the Owner aid shall refund to the Owner all money that the Owner may be Contractor have '1C.:rtCd in writing the responsibilities compelled to pay in discharging such lien, including all costs a,signed to each of them for payments, retainag,• if any, secu- and reasonable attorneys' fees. rity,maintenance,!neat,utilities,cianuge to the Work and usur apse,and have agreed in writing concerning the period for cor- 9,10.3 If,after Suh,tantial Completion of the Work, fun:;com- rection Of the Work and commencement of warran..es pletion thereof L, materially delayed through no fault of the required by the Contract Documents When the Contractor C ontractor or by issuance of Change Orders affecting final considers a portion substantially complete,the Conir fetor shall completion, and the Architect so ronfirmi, the Owner hall, prepare and cabmit a list to the Arc;mect as provided under upon application by the Contractor and certification b,, the Subparagraph 9 8.2 Consent Of the Contractor to partial occu- Amhitect,and without temunating the Contract,mike payment panty or use shall not be unreasonably withheld. The stage of of the balance due for that portion of the Work hlhy completed the progress of the Work shall be determined by written agree- and accepted. If the remaining balance for Work not fully coin ment between the Owner and Contractor or,if no agreement is pleted Or corrected is less than retainage stipulated in the Con re.i.hed, by decision of the Architect tract Documents,and if bonds have been furnished,the wre ten consent of:,irety to payment of the balance due for that por- 9.9.2 1 nmediately prior to such partial occupancy or use, the tion of the Work fully completed and accepted shall be submit- Owner, Contractor and Architect shall j iintly inspect the area ted by the Contractor to the Architect prior to certification of to be occupied or portion of the Work to tx used in order to such payment Such payment shall be made under terms and determine and record the condition of the \York conditions ;ovcrning final payment, except that it shall not constitute a waiver of claims.The making of final pavment s' JJ 9.0.3 U,Jess otherwise agreed upon, partial occupancy or ust constitute i waiver of claims by the Owner as provided in S.ib Of a portion or portions of the Work shall .,onstitu c accep- paragraph 4.3.5 tance of Work not complying with the requirements of the Contract Documents 9.10.4 Acceptance of final payment by the Contractor. a Sub- 9.10 FINAL COMPLETION AND FINAL PAYMEW contractor or material s:ppher shall eerstitute a waiver of claims by that payee except those previously made in writing 9 10.1 Upon receipt of written notice that the Work is ready and identified by that payee as unsettled :t the tme of Ciel for Final inspection and acceptance and upon receipt of a final Application for Paymen'. Such waivers shall be in addition to App.ication for Payment, the Architect will promptly nuke the waive,dr—.!1 rd in Subparagraph 4.3.5. AIA DOCUMENT 4101 •GENERAL CONDITIONS OF THE CONTRACT FOk CONSTRUCTION•FOURTEENrH EDITION 18 A201•1987 AIA• 0 Ct119R'THE AMERICAN INSTITU rE OF ARCHITECTS, 113S NE\X'YORK AVENUE,N W.WA.SHINCTON,D C 20(X16 � +� � R� 4 t� +�r •w ARTICLE 10 10.2.2 The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders PROTECTION OF PERSONS AND PROPERTY of public authorities bearing on safety of persons or property or 10.1 SAFETY PRECAUTIONS AND PROGRAMS their protection from damage, injury or loss. 10.1.1 1'I. mtractor shale be rrsponsibie for initiating,main- 10.2.3 The Contractor shall erect and maintain. as required by taming and supervising all safety precautions and programs in a elsting conditions and performance of the Contract, reason- connection with the performance of the Contract. able safeguards for safety and p•otection, including posting danger signs and other warnings against hazards,promulgating 10.1.2 In the event the Contractor encounters on the site safety regulations and notifying owners and users of adjacent material reasonably believed to be asbm,os or polychloruiated silts and utilities. r.)iphenyl (PCB) which has not been rendered h-zmless, the 10,2.4 When use or storabc of explosives or other hazardous Contractor shall immediately stop Werk In the area affected materials or equipment or unusual methods are necessary for and report rhe condition to the Owner ind Ari;ritcct in writing. execution of the Work, the Contractor shall exercise utmost The Work um the affected Area shall r.it thereafter be resumed care and carry on such activities under supervision of properly except by written agreemcnt of tl•.r Owner and Contractor if in qualified personnel. fact the material is asbestos or x4chicrin2tcd biphenyl(PCB) and has not been rendered ha:mless. Tnc Work in the affected 10.2.5 The Conttactor shall promptly remedy damage and loss area shall be resumed in the absence(,f asbestos or polychlori (other than damage or loss insured under property insurance noted biphenyl(PCb),or a.ien it ha: been rendered harmless, required by the Contract Documents)to property referred to in by written agreement of the Owner and Contractor, or in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the accordance with final detrrminaticn by the Architect on which Contractor, a Subcontractor, a Sub-subcontractor, or anyone Arbitration has not beci! rir:.randed, or by arbitration under di;:aty or indirectly employed by any of thein,or by anyone Arti,.le 4. for whose acts they may be liable and fo. which the Contractor is responsible under Clauses 10.2.1.2 and 10?.1.3, except 10.1.3 The Contractor shall not be requi-ed pursuant to Article damage or loss attributable to acts or omissions of the Owner 7 w perform without consent any Wc,k relating to asl.�estos or or Archi,ect or anyone directly or bidirectly employed by p.•Iychlorinated biphenyl (PCB) either of them,or by anyone for whose acts either of them may be liable, and not attributable to the fauL or negligence of the 10.1.4 To the hrllest extent permitted by law,the Owner shall Contractor. Thr foregoing obligations of the Contractor are in inuemnify and hold harmless the Contractor, Architect, Archi- addition to the Contractor's obligations under Paragraph 3.18 tect's consultants and agents and employees of any of them from and against claims, damal;es, losses and expenses, includ- the Co The Contractor ati'I designate a responsible membri of ing but not limited to attorneys' fees,arising out of or resulting the Contractor's organization at the site whose duty shall ct the from performance of the Vi'xk in the affected area if in foci the pre.c:mtion of accidents. This person shall be the Contractor's material is asbestos or poly,n,._,nnated biphenyl(PCB)and has superintendent unless othuwise designated by the Contractor rot b !:n rendered harmless,provided that such shun,damige, in writing to the Owner ai,d Architect. loss or expense is attributable to bodily injury,sickness,dnimse 10.2.7 The Contractor shall not load or permit any part of the or death, of to injury to or destruction of tangible property consiructio m or site to be Icaded so as to endanger its safety (other than the Work itself, including loss of use resulting therefrom,but only to the extent causes:in whole or in part by 10.3 EM''Fu6HClES negligent acts or omissions of the Owner, anyone directly or 10.3.1 In at emergency affxting safety of persons or property, indirectly employed by the Owner or anyone for whose acts tht 1::=;,ctor shall act, at the Contractor's discretion, to pre- the Owner may be liable, regardle., of whether or not such vent threatener I damage, injury or loss. Additional conrpensa- claim, damage, loss or expense is caused in part by a party tion or extensi(am of time claimed by the Cont::_nor on account indemnified hereunder. Such obligation shall not be construed of an emergency shall he determined�is provided in Paragraph to negate, abridge, or reduce other righs or obligations of 4.3 and krticic 7. indemnity which would otherwise exist as to a party or person described in this Subparagraph 10.1.4. ARTICLE 11 10.2 SAFETY OF PERSONS ANI)PROPERTY INSURANCE AND BONDS 10.2.1 The Contractor shall take reasonable precautions for 11.1 CnNTR/CTOR'S LIAINUTY INSURANCE safe:% of, and shall provide reasonable protection to prevent daeuge, injury or loss to. 11.1.1 The Contractor sha!I purchase from and maintain in a company or companies h Wfully authorize_i to do business in .1 employees on .he Work and other pers,# .s who may the jurisdiction in which the Project is located such insurance as he iftected the.-ehy; will protect the Contractor from claims set forth below which .2 itis•Work and materials and equipment to be incorpc)- nay arise out of or result from the Contractor's operations rated therein, whether in storage Or or off the s,ie, uncirr the Contract and for which the Contractor may he legally under care, custody or control of the Contractor or liable, whether such operations be by the Contracts r or by a the Contractor's Subcontractors or Sub-subcoturac• Subcontractor or by anyone directly or indirectly employed by tors; and ar y of them,or by anyone fur whose acts any of them may be .3 mtht-f prorcrty at the Site or adjacent thereto,such as liable. tree-,, shrubs, lawns, walks, pavements, roadways, .1 claims under workers' or workmen's compensation, struciures and utilities not dnig;iwed for removal, relo- disability benefit and other slinilar employee benefit acts ration or replacement In the coure of construction. which:ae applicable to the Wont ,o be performed; PIA DOCUMENT AMI •GENERAL CONDITIONS OF THE CC NTRaCT FOR CUNSTNUCTION•FUUKTEENTH EDITION AIA• •tsi 1981 THE AMERICAN INSTITUTE W ARCHITECTS 1'.35 NEW YORK AVENUE,N W,WASHINGTON,D C 2ouots A201.1987 19 I 1 ' .2 claims for damages because of bodily injury,occupa- other than the Owner has an insurable interest in thr. property tionAl sickness or disease,or death of the Contractor's required by this Paragraph 11.3 to be covered, whichever is employees; earlier. This insurance shzil include interests of the Owner,the ' ickness Contractor, Subcontractors and Sub-subcontractors in the 3 claims for damages because of bodily injury,s Work. or disease,or death of any person other than the Con tractor's employees; 11.3.1.1 Property insurance shall be on an all-risk policy form 4 claims for employees; Insured by usual personal injury and shall insure against the peril,of fire and extended coverage liability cuvrrAgr which are sustained(1)by a person aired physical loos damage including, without duplication of ASA result of an offense directly or indirectly related u, coverage, theft, vandalism, malicious mW-hi^f, collapse, f'•se• ASemployment of such person by the Conttly rel a to work, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal ' h, another person; u,cluiremrr,as, and shall cover reasonable compensation for .b claims for damages, other than to the Wurk aself, Architect's services and expenses required as a result of such hecause of injury to or destruction of tangible prop. insured loss. Coverage for other perils shall not be required erty, including loss of use. resulting therefrom unless otherwise provided in the Contract Documents. ' 6 claims for damages because of bodily injury,death of 11.3.1.3 If the Owner dues not intend to purchase such prop- a person or properly damage arising out of owner c•rty insurance required by the Contract and with all of the ship, maintenance or use of a motor vehicle;and involving contractual liability insurance apph• inform the Contractor In writing prior to cocuveragrs in the amount described above, the Owner shall so .7 claims i cable the Contractor's obligations under Paragraph mmrncement of the Work.The Contractor may then effect in,Ufan.e which will i.Is. protect the interests of the Contractor,Subcontractors and Sub- 11.1.2 The insurance required by Subparagraph 1 I 1 I shall be subcontractors in the Work,aid by appropriate Change Order written for nut less than Innits of liability specified in the Con the cost thereof shell b-charged to the Owner. if the Contrac- tract Ducuments in «squired by law, whichever coverage is for is damaged by the failure: or neglect of the Owner to pur- greater Coverages, whether written on an occurrence or chAsr or maintain insurance as described above, without so claims-made basis, shall be n;aintwn,-d without interruption norfying the Contractor, then the Owner shall bear all reason- from date of commencement of the Work until date of final able costs pruperly aarlbutAble ther:to. payment and termination of any Coverage required to be main- 11,3.1.3 If the property insurance requires minimum deducti- tained Afler final payment. bles and such deductibles are identified in the Contract Ducu- 11.1.3 Certificates of Insurance acceptable to the Owner shall mepts, the Contractor chill pay costs not covered because of be filed with the Owner prior to commencement of the Work. such deductibles if the Owner or insurer increases the require:) i These Certificates and the insurance policies required by this minimum deduc•ibles abIve the amounts So identified or if the Paragraph I l.l shall contain a provision ;hat cu,rrage::• Owner e; ets to;-Archase this insurance with voluntary drduc• I be responsible for payment of afforded under the policies will not be cancelled or allowed to tiblr amounts, the Owner shal expire ur,nl at least 3o days'prior written riot cc has been given the Addi1ionalCo is nuttf covered ver d deductibles arc not Identified increased thr I re the owner. If Any of the foregoing insurance ct.ve res are volContractyDocuments, the Owner shall pay costs nut covered required u,remain in farce after final payment and arc reason- ably available,an additional certificate evidencing continuation because of deductibles. I of such coverage shall be submitted with the final Application 11,3,1,4 U ulrss otherwise provided in the Contract Duca for Payment as required by subparagraph 9.10.2, Information meat,,this propcny insurance shall cover portions of the Work concerning reduction of coverage shall be furnished by the stored off the site after written Approval of the Owe c•r At the Contractor with reasonable promptness in accordance with the value established in the approval,and aso portions of the Work Contractor's information and belief. in transit. 11,2 OWNER'S LIABILITY INSURANCE 11,3,2 BolMr and Machirmy Irounnee. The Owner shall 11,2,1 Th,: Ownrt shall be responsible for purchasing and purchase and maintain hailer and machinery insurance maintaining the Owner's usual liability insurance. Optionally, required by the Contract Documents or by law, which shall the Owner may purchase and maintain other insurance for self- specifically cover such insured objects Buri,,^g installation and protection against claims which may arise from operations unit)final acceptance by the Owner;this insurance shall include I under the Contract. The Contractor shall not be responsible interests of the Owex•r, Contractor, Subcontractors and Sub• for purchasing and maintaining this optional Owner's lability subcontractors in the Wurk, aid the Owner :nd Contractor insurance unless specifically required by the Contract shall be named insureds Documents 11.3.3 Loss o1 Use Insumnce. The Owner, at the Owner's 11.3 PROPERTY lNsueiAf10E upuon, ilia), purchase and m:wotain such insurance as will ir..;urc the Owner against loss of use of the Owner's properly 11.3.1 Unless utherwisr frcovidrd, the Owner shall purchase Jer to fire or other hazards, howev-r caused. The Owner and maintain, in a comp'.ny or companies Lawfully authorized w,aivrs All rights of action against the Contractor fur loss of use a, du business in the jurisdiction in which the Project is of the Owner's prupeny,including consequential losses due to located, property insurance in the amount of the initial Con fuer or other hazards however caused. tract Sum :u well As subsCquent modifications thereto for the entire Work at the site on a replacement cost basis without vol- 11,3.4 1f the Contractor requests in writing that insurance for untary deductibles such property msurancr !..,All N. main- risks other than those described herein or for other special haz- tainrd, unless otherw rsc provided in the Contract Document aids be included in the property insurance policy, the Owner or otherv,isc agreed in writing by all persons and entities who sh-all, if possible, include such insurance, and the cost thereof are beneficiaries of such insurance,until Mal payment has been si*,All be charged to the Contmc►jr by appropriate Change made as provided in Paragraph 9.10 or until no person or entity Order. I Alit DOCUMENT AM •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FOURTEENTH EDITION 20 A201-1987 AIA* •9)158"THE AMERICAN INSTITUTE OF ARCHITECTS,173$NEW YORK AVENUE,N.W.,WASHINGTON,U C 2oxioc, 11.3.5 If during the Project construction period the Owner 11.3.10 The Owner as fiduciary shall have power tc adjust and insures properties, read or personal or both, adjoining or adja- settle a loss with insurers unless one of the partici in interest cent to the site by property insurance under policies separate shall-3bject iii writing within five days after occurrence of loss from those insuring the Project,or if after finesI p2yment prop- to :he OwrAcr's exercise of this power; U such objection be arty insurance is to be provided on the completed Project made,arbi.raturs shall be chosen as provided in Paragraph 4.5. through a policy or policies other than those insuring'he Proj- The Or.net as fiduciary shall,in that case,make settlement with ect during the construction period, the Owner shall waive all insurers in accordance with directions of such arbitrators. If rights in accordance with the terms of Subparagraph 1 t.3.7 for distribution of insurance proceeds by arbitiAuon is icquired, danuecs caused by fire or other perils covered by this separate the arbitrators will direct such distribution, property insurance. All separate policies shall provide this 11 3.11 Partial occupancy or use in Accordance with Paragraph waiver of subrogation by endorsement or otherwise. 9,9 shall not commence until the insurance company or co,7- 11.3.6 Before An exrosure to loss may occu., the Owner shall panics providing property insurance have consented to such file with the Contractor a copy of each policy that includes partial occupancy or use by endorsement or otherwise. The insurance coverages r:quired by this Paragrzph 1 1.3 Each Oweer and the Contractor shall take reasonable steps to obtain policy shall contain all generally applicable conditions, defini- consent of the insurance company or compamc. and shall, tions,exclusions and Indorsements related to this Project.Each without mutual,written consent,take no action w0i r.•spect to policy shall contai•i a provision that the policy will not be partial occupAncy or use that would cause cancellation,lapse or cancelled or allowed to expire until At least 30 days'prior writ- reduction of insurance. ten notice has been given to the Contractor. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Owner shall have the right to require the Contr2c- 11.3.7 Waivers of Subr'oWdon. 'rhe Owner and Contractor for to furnisl, bonds covering faithful performance of the Con- waive all rights agAinut(1)eacii other and any of their subcon- tract and p:vmera of obligations arising thereunder as stipu- tractors,sub-subcontractors,agents and employees,cacti of the lated in bide ing requirements or specifically required in the other, and (2) the Architect, Architect's consultants, separate Contract Documents on the date of execution of the Contract. contractors described in Article 6, if any,and any of their sub- contractors, sub-subcontrac.urs, agents and employees, fur 11.4.3 Upon the r.quest of any person or entity appearing to damages caused by fire or other perik to the extent covered by be a potential beneficiary of:.cords covering paymc,u of obhga- property insurance obtained pursuant to this Paragraph 1 1.3 or tions arising under the -ontract, the Cuntractoi shall promptly other property insurance ipplic2bit, to the Work,except such furnish a copv of the bunds .)r shall permit a :opy to be made. rights as they have :o proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require cf the Architect, Architect's consultants, separate ARTICLE 12 contractors described in .krucle 6, if any, and the suhcontrac- rors,sun-subcontractors,agents and employees of any of, iem, UNCOVERING AND CORRECTION OF WORK by appropriate agreements, written where legally requir_•d fur 12.1 UNCOVERING OF WORK validity, similar waivers each in favor of other parties enum- erated herein The policies shall provide such waivers of suhro- 12.1.1 If a portion of the Work is covered contrary to the gaiiun by endorsement or otherwise. A waiver of subrogation Architect's request or to requirements specifically expressed in shall be effective as to a person or entity even though that per- the Contract Documents, it must, if required in writing by the sun or entity would otherwise have A duty of indemnification, Architect,lie uncovered for the Architect's observation and be contractual or otherwise, did not pay the insurance premium replaced At the Contractor's expense without change III the directly or indirectly, an0 whether or not the person or entity Contract Time. had An insurable interest in the property damaged. 12.1.2 If a pinion of the Work has been covered which the 11.3.8 A loss insured wider Owner's property insuran(a shall Architect hu not specifically requested to observe prior to its be adjusted by the Owner as fiduciary and made pryab'e to the being covered,the Architect may request to see such Work and Owner as fiduciary for the insureds, As their interests may it shall be uncovered by the Contractor. If such Work is in appear, subject to requirrrnents of any applicable mortgagee accordance with the Contract Documents, costs of wiccwer- clause and of Subparagraph 11 3 IU The Contractor shall pay ung and replacement shall, by Appropriate Change Order, be Subcontractors their just shares of insurance proceeds received charged to the Owner. If suc:i Work is not in Accordance w tth by the Contractor, And by appropriate agreements, written the Contract Documents, the Contractor shall nay such cow where legally required for validity,shall require Subcontractors unless the condition was caused by the Owner or a separate to make payments to their Sub-subcontractors in similar contractor In which event the Owner sh til tie responsible for manner payment of such costs. 12.2 CORRECTION OF WORK 11.3.9 If required in writing by A party in interest, the Owner 12,2,1 The Contractor shall prumpil correct Work rejected a, fiduciary shall, upon occurrrnce of an insured loss, give by the Aro livect or failing to conform to the requirements of bond for proper performance of the Owner's duties. The cost the Contract Documents, whether observed before or after of required bonds shall be charged against proceeds received as Substantial Completion acid whethe. or not fabricated,installed fiduaAry. The Owner shall deposit in a separate account pit.- or completed. The Contractor sh,ail tear costs of correcting coeds so received, which the Owner shall distribute in acc)r. such rejected Work, including additional testing and inipec- dance with such ap,recinornt as the parties in interest may r.Ach, tions and cumpens: ion fo! the Architects services and or in accurdancL with an arbitration award in which ,tie the expenses made necessary !hereby procedure shall be as provided in Paragraph y.5. If after such loss no utter special agreement is made, replavement of dam- 12.2.2 If, within one year after the date of SubstantiAl Comple- Aged property shall be :ovt red by Appropriate Change Order tion of the Work or designated portion thereof or After the date. AIA DOCUMENT A201 •GENERAL e.ONDIT'IONS OF THE CONTRA0 FOR CONSTRUCTION•FOURTEEN7H EDITION AIAS •ti. 14H-THE.AMERICAN INSTITUTE OF ARCHITECTS,17iS NEW YORK AVENUE,N.W.,WASHING ION,O.C.2UUp6 A201-1987 21 rte. P I for commencement of varantles established under Sub ARTICLE 13 ParaKr2Ph 9.9 1, or by terms of an applicable special warranty MISCELLANEOUS PROVISIONS by the Contact Documents,any of the Work is found to be not an accordance with the requirements of he Contact 13.1 GOVERNING LAW Documents, the Contactor shall co sect it promptly after receipt of written notice from the Uwner to do so unless the 13.1,1 The Contact shall be govcmed by the law of he place Owner has previously given the t:ontactor a written accep- where the Project is located. Lance of such ce^dition. This period of one year shall be 13.2 SUCCESGOPS AND ABOX" extended with respect to portions o`Work first performed after SubstantW t:ompleticin by the pericxl of time be Subsan 1:.2.1 The owner and Contactor respectively dleg benrescn a- tW (:omplcuon and the .ctual performance of the Work shall survive ace is selves,ohhe partners,en >her party hersetto and to partners, successors, obtip+twn under this Subparagap' p assigns and legal representatives of such other party in respect Lance of the Work under the Contract and termination at the Contract The Ownr.r shall give such notice promptly after dis- `tact Do uments Nei her party ants,agreements and btogthe Corm shall assign the covery of the condition. Contract as a whole without written consent of the other. If 12.2.3 I'll(- Contractor shall remove from the sit: h.,+tions of either party attempts to make such an assignment without such the Wurk which are not in accordance with thr requirements consent,that party shall nevertheless remain legally responsible of the C_)ntract Docur*nerib and are neither corrected by the for all obligatiuris under the Contract. Contractor f I accepted by .he Owner. 13.3 WRITTEN NOTICE 12.2.4 If the Contractor fads to correct nonconforming Work within a reAsonable time, the Owner may correct it in actor 13.3.1 Vi'naen notice shall to deemed to have been duly dance with Paragraph 2.4. if the Contractor does not proceed served if delivered in person to the individual ti a member it with correction of such nonconforming Work within a reason- he firm or entity or to an officer of the corpxtation for which it Able time fixed by written notice from the Architect,the Owner was intended,or if delivered at or sent by registered or certified may remove it and store the salvable materials or equipment at mail to the last business address known to the party giving the Contractor's expense. If the Contactor does not pay costs otice. of s ich removal and storage within ten days after writter. 3 4 RIdNTB AND REMEf)IES notice, the Owner may upon ten addWora days' writte n-,tice sell such materials and equipment at w"ion or at private A y Duties and obligations Imp uscd by the Currract Docu- sale and shall account for the proceeds thereof,after deducting1-4.1 nts and rights and remedies available t`nereund.r shall be in costs and damages that should have been borne by the Con- addition to and not a limitation of duties,obligrions,rights and tactor,including compensation for the krchitect's services and remedies otherwise unposed or available by law• expenses made necessary thereby. If such proceeds of sale du 13.4.2 No action or failure to ctrl by the Owner, Architect or not cover costs which the Contactor should have borne, the Contact Sum shall be reduced by the deficiency If payments Contactor shall Constitute a waiver of a right or duty-iorded then or thereafter due the Contract-)r are not sufficient to cover them under the Contest,nor shall such action-r failure to act. such amount, the Contractor shall pay the difference to the (onstUute rap rov,l of or acquiescence in a breach thereunde,, Owner. except as m;; b.•specifically agreed in writing. 12.2.5 The Contactor shall bear tht cost of correcting 13.5 TESTS AND INSPECTIONS destroyed or damaged construction, whether completed or partially comp'-ted, of the Omer or separate contactors 13.5.1 Tests, inspections ata: approvals of portions of the caused by Oe Contractor's correction or removal of Work Work required by the Contract Documents or by laws, ordi- which is not in accordance with the requirements of the Con- nances,rules,regulations or orders of public authorities having tract Documents. jurisdiction shall ' e made at an appropriate time. Unless other- wise provided, Inc Contractor shall make arrangements for 11.1,6 Nothing contained it chis Paragraph 12.2 shall be con- such tests,inspections and approvals with an independent test• strued to establish a period of IUnitatiot: with respect to other in laboratory or errity acceptable to the Owner, or with the obligations which the Contractor might have under the Con- appropriate B public authority, and shall bear all .ted.osis of tact Documents. Establishment Gf the time period of one year tests, nspeions and approvals The Contactor shall give the as described in Subparagraph 12 2.2 relates only to the specific Architect timely notice of when and where tests and inspec- obligation of the Contractor to correct the Work, and has no tions are to be made so the Architect may ot,serve such proce- relationship to the time within which the obligation to comply dures. The owner shall bear costs of tests, Inspections or with the Contract Documents mbe be sought to e enforced, rovals which do not become requirements until after bids nor to he time within which proceedings may be commenced tae received or negotiations cc^cluded. to establish the Contractor's liability with respec! to the Con 13 5 2 If the Architect, Owner or public authorities having taaar's obligations other than specifically to correct the Work. jurisdiction determine that portions of the Work require addi-tional testing. inspection or approval not included under Sub- 12.3.1 If the owner prefers to accept -.York which u not in paragraph 13.5.1,the Architect will,upon written authuriration accordance with the requirements of ti ie Contract Documents, from the Owner,instruct the Contractor to make arrangements the Owner may do so instead of requiring its removal and cor- for such additional testing, inspection or approval by an entity rection, in which case the Contract Sum will he reduced as acceptable to he Owner, and the Contractor shall P.ve timelns y appropriat- and equitable Such adjustment shall be effected are notice be made sto the hit ct of o hitect may when and here Leets an proved inspecions whether or not final payment has been made. Z2 AZ01.1�� AJA AIA*�*(,,,I�THAE AMERICAN NSTITUTDE OFF ARCHITECTS,,1173 NEW ORKOAVENUE,N W.%&SHINGTON D C 20006 �+ts wn aR +� rnr rsa I ARTICLE 14 The Owner sh•41 bear such costs except as provided in Sub- TERMINATION OR SUSPENSIO14 paragraph 13 5.3 OF THE CONTRACT 13.5.3 If such procedu es for testing, inspection or approval 1 with.5.2 requirements established 14.1 TERZAWAT"OY THE�pACT under Subparagraphs I i.5 p and 1.1.5.2 reveal failure of the � terminate the Contract if the Work portions of the Work to comp y 14.1,1 The Contractor ma)" by the Contract Documents,the Contractor those ou allcosts is stopped for a Period of 30 days through co art ct taut of the or or their made necessary by sucn failure including !ensau(!n for the Architect's services and -;onlractor ora Sub^or.tractor, Sub-subco portions procedures and coin{ ai encs lar employees or any other persons performingof the expenses. of ctie Work under contract with the Contractor,for any n or approval 13.5,4 Required certificate; of testthe tulkxuments,to folio, ing reasons: shall,unit ss otherwise required by tom Contract delivered to the .1 :suance of an order of a court or othc nubhc auUwr - secured by the Contractor and p ! Y Icy . +ving jurisdiction; I Architect. .2 an act(.`governrten►,such as a declaration of national mal;itt material unavailabir, tect 3 because the Aldltect has not issued a Certificate for 13.6.6 11 the Architect is to observe tests, ulspectiuns or emergent, aliprovab required by the Cont lemr1 thetnormalhe place payment and Iia. nut notif-d the Contractor ri°dh�, will do su Prompt.)'and, P reason for withhold. t certification Owner has net of testing. Subparagraph 9.4.1, OF because , made payment on a Certificate for Payment within 13.5.6 Tests lar inspections C(!nducted pursuant n the Con the time stated in the Contract Documents; tract I)ocuments shall be made Pruniptly to avoid unrriuonable 4 if repeated suspensions,delays Cr interruptions by the delay in the Work. Owner as described in paragraph 14.3 constitt'te in the aggregate more than loo percent of the total num- 13.6 INTEREST bet of days scheduled for ccmPletion,or 120 days in any 365 day period, v 'uche" is less; x 13.6.1 payments due laid unpaid under the Cis due At ontras t s Docu- .5 the Owner has filed to furnL•h to the fontr2cblc Fin-nts shall bear interest may a rrum thn idate writing oil in t1 a Absen� promptly, upr!n the Contractor's -2 rate as the parties may agree upr ulled by SubparaB:aph 2.2 1 evidence u 'cq thereof,at the•legal rate prevailing from time to time at the p a`r 14.1.2 If one of the above reasons exists,Use Contractor may, where the Project is located. CEMENT OF STATUTORY upon seven additional days' written notice to the Owner and Architect,terminate the Contract and recover floor the Owner 13,7 COMMEN LIMITATION PcRl00 f. -1tlent for Work executed and for Proven loss with respect 13.7.1 As between the t_lwncr and Contractor to materials, equipment, tools, and construction e�ofiittnand and machinery, includinY; reasonable ovenc�a P 1 gefnre�ubstanti�:^_....�;>teUon.As w ac s lar failures damage'•. s through to act r Curing prior to the relevant date of Subson nod of G0 day 6 tial Cor. )Iction, any applicable statute of limitations 14.1.3 d the jAuIof Action no Act OFt of h stopped for ape coons all cone 1enee to run and any allegL laud all events agents or employees ar:a}tuthrr persons perform �r their d co have accrued in any an shalthe l br deemrthe Owner has persistently failed I" fulf ecctwto niXtersi�mpur• no la::r than Such date uF Subsuntial Lumplction, of the Work under cunt"ct v.�ilh the Contra because tion and Final Certifi` under the Contract Docu I .2 Between Substantial C)Acts tant to the progress of the work, the Contractor may, d the Cate for Payment. tU cu acts lar failures to art ucrur seven additional days' written notice to the Owner and the ring suhsryurrn to the relevant dale of Substantial Completion end prior w is uance of the final Cerufi Architect,terminate the Contract and recover from the Owner Cate for Payment,any applicable Statute of limitations as provided in Subparagraph 14.1.1. shall commence :u run and any Alleged cause of TERMINATION 9Y THE OWNER FOR CAUSE action shall he dt-emedio have accrued in any and all 14.2 ' events not Inter than the Barr til issuance of the fins' 14.2.1 The Owner may temw�atr the Contract if the Contractor certificate for Payment; and ,1 persistently or repeatedly refuses or fails to supp',' Ater Final Cart;,"lls for Payment. As to acts or enough properly skilled workers or proper matenalS, failures u!ail Occurring alter the rcl"Ariltdaatny apPli .2 fails to make payment to Subcontractors for materials ' ancr of the final Certificate for pay or lAbor in accordance with the respective agreements between the Contractor and the Subcunu'acturs; cable statute of lunitanons shall commence to run and disregards laws.ordinances,or rules,reg arry alleged rause of action shall be deemed to have 3 Persistently disreg the Contractor pursuant to ulations or orders of a puhiir au:nority having loris acrrucd in any and all events not lata than the 02tc of any act or failure to act by diction, rr of-, warranty Ptuvided under Paragraph j.5,the dire 4 lathe wise is g }' uilt of suhsta Ilia,breach of a provL on Of any correction of the work or failure to Correc'the of the Contract Documents work by the Cuntnctur under Paragraph t or f2 the of tht,ahove reA9!ns exist,the Ove ner,upon ' date of actual comm"sstun of any otherAct Contractor 14.2.2 Vi'hrn any to Perform any dut f or obligation by certification by the Architect tha sufficif"It cause'-*)Lists to jus or Ow:lcr, whiclie'er incurs last -- -- --------'r A2(i1-1987 23 AU DOCV THE AMERICAN INS•r1'FUTE OF ARCHITECTS,1735 NE�t YORK AVENUE,N W,VVA5HIDf,TUi D C 2i111U1' A101 •(,F.NF.RAL CONUITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEEN;H EDITtr!.. AIA* •Gi9R owner,The amount to be paid to the Contractor or towner,ar � other rights or be shall be certified by the Architect,upon aPPb- tify such action, may without prejudice to any � the case may payment shall s[..vive termina- remedics of the O•-vner and after giving the Contractor and the u to any tion of the Contract. Contractor's surety, if any, seven days' written notice, terrr.i- cation, ana this obligation of pay O nate employment of the Contractor and may, subject 14.3 SUSS BV THE 0*NER prior rights )f tlt.surety: FOR CONY .1 take possession of the site and of all materia,equip 14.3.1 The Own er may,without cause,order the Contractor in I mcm,tLx and construction equipment and machin writing to suspend,delay or interrupt the Work in whole or in ery thereon owned by ;he ',,ntrActor; dCtcmtine• .2 accept ;�ignment of subcontru:>, vursuant to Para- part for such ,xriod of time as the owner may st Jf graph 5.4; aryl 14.3.2 An adjustment shall be made for profit ttiltile e inc o-eased performance of the Contract,lnc{uding p or intcrrup .3 finish the Work by whatever reasonable me[n .l ti''- cost of{xrfonnytcc, =aused by suspension, dciay deem ex client hail be made to the extent: I Owner may fx 14.2.3 When the Owner terminates the Contract for one of the tion. Nshall not ; tdatstment shall �,was or would bhave been 50 ti o th ��sesf sr rc ores stated in receive furl h 14.2.mensthe until they Work is pended, delayed or interruptedY be entitled to receive further pay winch the Contractor is responsible; or finished. 14.2.4 if the unpaid balance of the Contract Slim excee is costs '2 :Lnoth equitable F ovission adjustment is hi.Contract.dc or denied under of finishing the Work, including compensation for the Archi sect's services and expenses made necessat thereby, such 14.3.3 Adjustments macre in the cost of perfonr[artce may have excess shall be paid to the Contractor if such casts exceed tin a mutu:.11y agreed fixed or percentage fee. unpaid balance, the Contractor shad pay the difference to the I I ON r--ASA DOt:U NT Amt • GENEKAL CONDITIONS ARCHITECT iS NEW T FOR o�ENRI FCNIW J` A INGTr,N D C 20006 06 w 24 �1�/�7 At As +`�''lyN7 .HE A►IEKIC.AN INSTITUTE 3187 r E::HAUST VE --- -- ------ --JE (E) �- ! l E) C (E) _ C (E) C T E) --_ ----- `' TT l E) -- -.._._ R lEJ ---- I I _ f- - (t) EF ---- - - UNDER- - - (E) I PLUG STRIP STAFF LOUNGE GADINET LTCB - \ h GROUP ROOM - f ER (E) ' (E) I j �l I CLASSROOM I CLASSROOM J - -- /• I �REZZER KITCTHEN ( c W O Vic v/c N.I.C. 0 -- I - — TIME - I �, I __- I REF IA � �V%c Cw.H ) Vic z Jtl A \ ra.l G. 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NIGH t LIGHT (ALWAYS ON) 177770 w;eAl SC:CiFF T Nh L REFIAL- SIT HlnlR +zctis+u,s To 9E oN 9a FUNNA; `� C1 F '=; =' _.-. • n '.: ' - T.1•I,RYLtT:' •Y'�i'�{1T' ..,•�'.r.- ? +nT,. ... i '��{�f'ig�'',r.l'i4 �", —._-.._.-._ � .___ IF 'THIS DOCUMEN-r IS LESS �I I I 1 I I I 1 I 1 � f III III 1 I i ' Nowl now 1 1 III I �� I I I Iii I I ' i I 111 1 1 1 1 1 1 III I�1 1 1 1 1 III I I l I' i I III I Il 'I I I I l l l ll 'II ' II I I I ' II LEGIBLE 'ILiAN THIS NOTATION, I OCT��CF? t E� 1993 -- --- ----- --- __-- __._-___ - - -- s ___ _ _____� --_ -2--__1e�__ � 1�___._____-_ 1zJ IT IS DUE TO '1'FRE QUALITY OF' - - L ---"�-_--- --� --- , TFIE ORIGINAL, DOCUMENT. - r - - ---- ---- --- --- ---- -- -- --- _ _ _ _ No d f �8 Z f3�Z L rZ 9 2 Z 1 6 Z E Z irZ 0 Z 8 L 8�11 Ll - Z T T T i EL L f► 4 fi E Z Tr .11ll11 II I I I i III I I I II � � �I�,I�IIIII I�.. �II� �II ��IIII�IIIII I II �IIIIIIIII�II f I Iii IIII II III 111111/1 SII II �,I Lll11;111ll, IIIIIIIIIIIIIII�IL,IIllli11.I.,,,IN.. i 0010C . SUPPLEMENTARY' GENERAL gpMITTOS The following supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction", AIA Document A201, Thirteentl: Edition. Where any Article of the 'general Conditions is modified or any Paragraph Subpar,igraph or Clause thereof is modified or deleted by these Supplemontary Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. 01 . Paragraph 1. 1. 2 the Work-Add the following: "This contract shall exclude work specifically indicated as nGt in contract (N. I .C. ) . " 02 . 111 . 1. 5 'Approved' means approvcJ in writing by Architect. `Selected' means selected by Architect. `Directed' means directed by Architect. ` Indicated' means indicated by contract documents. 'Required' means required by author:ties having jurisdiction. `Necessary' means necessary to achieve the intended result. 'Provide' means furnish and install. 'Furnish' means nay for and deliver to job site storage. ' Install' means remove from job site storage, .install, connect and adDust. " Project Manual: The Project Manual is the volume which includes the bidding requirements, sample forms and certain of the Contract Documents such as the Contract and the Specifications. 03 . Paragraoh_1. 2. Execution Correlation and Intent. 1. 2 . 2 - Add the following: a. "Referenced standards shall mean the edition current on the date r,f these dor:uments, unless otherwise indicated. Such sta,.3urci5 are a part of these specifications. If choices or options are contained therein, selection will be made by the Architect. " b. "Wherever in theci documents a product is referred to in the singular number, such reference shall include as many such items as are indicated or required to complete the work. " 04 . Paraarar_.h _.9 . 3 Applications for _ Payment, 9. .3 . 2- Add the iollowing: a. "Five percent (5%) of the ai,,ount c1 the completed work on each application will be retained until final payment. " b. "The Owner may reduce the retainage if the resulting amount is not less than 20 percent of the uncompleted work. " 05. Paragraph 9 ._9 FinalCompletion and Final_ _Payment- Add the fallowing: a. 119. 9 . 6 Final payment is due 46 days after date if final certificate for payment. " SUPPLEMENTARY GERNERAL CONDITIONS 00300-01 00100. SUPPLEMENTARJ __('N_RAL CONDITIONS CONT'D 06. 11. 1. 1 In the first line following the word "maintain", insert the words "in a company or companies licensed to do business in :.he state in which the Project is located" . 11. 1. 1.7 Liability Insurance shall include all major divisions of coverage and be on a comprehensive basis including: 1. Premises Operations (including S-C/U as applicable) ; 2 . Independent Contractor's Protective; 3 . Products and Completed Operations; 4 . Personal Injury Liability with Employment Exclusion deleted; 5. Contractual-including specified provision for Contractor's obligation under Paragraph 4 . 18. 6. Owned, non-owned and hired motor vehicles; 7. Broad Form Property Damage including Completed Operations; 8 . Umbrella Excess Liability Add the following Clause 11. 1. 2 . 1 to 11 . 1 . 2 : "11. 1.2 . 1 The insurance required by Subparagraph 11. 1. 1 shal , be written for not legs than the following, or greater if required by law: "Include coverage for explosion, collapse, underground (X.C.U) . " 07 . Paragraph 12 . 1, Change Orders 12 . 1p- Add the following: "The cost to the Owner resulting from extra work shall include an allowance of 12 percent overhead and profit. Overhead shall include incidentals. general office expense, items not included in `cost' . "Costs and credit shall be submitted in a complete breakdown form. The Contractor's estimating sheets for cost proposals shall be made available to the Architect. Labor ::hall be broken out and allocated to each item of material and/or services. Contr.acor's overhead and profit shall be „hown as a separate item. When it is necessary to authorize a change on a cost plus basis, an itemized estimate of cost shall be submitted indicating the probable change in the total cost of the project. " 08 . Article 9,. Poyments and Completion- Add the following: 1 . 10 LiquiCbted Damages. " 119 . 10. 1. The Owner will suffer financial loss if the project i= nit substantially completed on the date set forth in the contract documents. The Contractor shall be liable for and shall pay to the Owner the sum of on,? hundred dollars ($100. 00) as fixed, agreed, and liquiHatea damages for each calendar day of delay until the work is substantially completed. " SUPPLEMENTARY GENERAL CONDITIONS 1,0100-02 00100. SpJEMENTARY GENE CONDIT�0NS CON'_T 09. aUli 7. `x,. 1- PFrform�incPG�b�w ability and lto be bended abor and t�Upal payment bond- Contractor mist request by owner bonds will be obtained and added to contract amount. 10. EALa_ rash 12 .3- Claims for additonal cost. Allchange orders will be reviewed by the Owner of T.V.M.H.C. (Gary No charge orders will be approved "after the fact." SUPPLLMENTARY GENERAL CONDITIONS 00100-03 00 800• SUPPLEMENTARY GENERAL CONDITIONS Abbreviations of industry associations. AITC: American Institue of Timber Construction AASHO: American Association of State Highway officials ACI: American Concrete Institute AIA: American Institute of Architects AIMA: Acoustical and Insulating Materials Asso^iation AISC: American Institute of Steel Construction ANSI: American National Standards Institute APA: American Plywood Association ASTM: American Society for Testing and Materiels AWI: Architectural Woodwork institute AVII'I: American Wood Preservers Institute AWS: American Welding Society BIYA: Building Hardware Manufacturer's Association CRA: California Redwood Association CS: Commercial Standard DFPA: Division for Products Approval FGMA: Flat Glass Manufacturers' Association FHA: Federal Housing Aumi,iistrati.on FS: Federal Specification ICBG: International Conference of Building Officials NAAMM: National Associatiur-, of Architectural Metal. Manufacturers NFPA: National Forest Products Association and National Fire Protection Association NWMA: National. Woodwork Manufacturers' Association I OSHC: Oregon State Highway Commission PDCA: Painting and Decorating Contractors of America PS: Products Standard TCA: Tile Council of America 1 t t SUPPLEMENTARY GENERAL CONDITIONS 00800-04 Lm - 01010. SUMMARY OF—TEL WORK ementar General 01. Ge eral. The General Conditions and Supp_. Y Conditions are a part of this division. , 02 . bodes,_ Comply with applicable requirements of regulatory agencies. 03 . Manufacturer's_Instructions. Comply with the printed a instructions of indicated manufacturers. 04_ Environment_ Perform work under temperature and moisture conditions conducive to best results for a sound and durable installation. 05. Sin-qlE QgnttX-4--t, Perform all work under a single contract. 06. Bier beset 1CS. After executing the Agreement and before starting the work, meet with the Architect and the Owner to review p.-ocE:dures for the work and to discuss any items requiring clarification. Schedule monthly progress meetings at the project site with the Owner, Contractor, Architect, and principal subcontractors represented. 07 . SuP_e vis ' ori, Provide necessary supervision, ccordinatio:,, verification of the work of the various trades. Transmit contract requirements to subcontractors. Transmit subcontractor questions to Architect. Oa . Owner- urnishec; Items. Equipment indicated N. I .C. will be furnished and installed under other contracts. OS Owner=Furnished contractor installed items:_ Equipment or will be furnished under other items indicated O.F.C. I . contracts and installed by contractor including, but not limited to, plumbing and electrical service and corrections as needed. Items not acceptable for utie should be reported to Architect. bo not insta?.1 damaged or otherwise unusable items. GENERAL REQUIREMENTS 01 -01 01200. PRQGRE-U 01. Progress., Proceed with construction within ten (10) days after executing the Agreement. Order and schedule delivery of products in ample time to avoid delays in construction. If am item is found to be unavailable, notify the Architect immediately. 4 t c 1 GENERAL REQUIREMENTS 01-02 r '+wr �w w► +� ww 'w "w � 01500. TEMPORARY FACI��TTES AN.r_ CONTRULS O1 • , fines, Levels LCoor�.nation Before starting work, locate and maintain general reference points. If disturbed, replace as directed. Coordinate installation of intersecting systems, p'-oducts. 02 • ro 'ect CS�nst uction Upits Confine activities to indicated project boundaries. Avoid blocking access to project or adjacent areas. 03 . Ea ers Provide necessary barricades, fences, railings, signs and temporary enclosures. Maintain as required during construction; remove and repair surfaces before final completion. 04 . S ecialControls. a• Waste materials. Dispose ( r surplus material, rubbish and debris as work progresses• Do not allow accumulation of unusable material at job site. b• Bust. Exercise reasonable means, as directed, to abate undue dust. C. Noise. Exerr;ise reasonable care, as directed, to prevent unnecessary noise, and to maintain noise at a minimum level . d• o remain. Protect. existing structures; pavements, utilities to remain. e• Bra- cing_ Brace, shore new structure as necessary to prevent displacement or damage during construction and curing. Remove shores and braces when permanent supports are in place and have attained their strength. F • Utility Service_ In the event of interruption to utility services as .result of work under this contract notify the proper authorities. , Promptly authorities in restoration of so _ Cooperate with said thereof. IV1.CE and pay all costs 05 • Restoration_ of Exis`ing Improvements. Unless indicated otherwise, repair or replace curbs, sidewalks, driveways, utilities, street surfaces `.1d structures damaged by work under this contract. Match existing adjacent construction. in Kemove spillage resulting from work under this contract. 06. in Ari-e—anc]___Fla. nt Protection. Provide p.kantings and l.andsca protection of trees, contract. P g against damage by work ender this TEMPORARY FACILITIES AND CONTROLS 01•-Q3 WOKAMLF i 01500. TEMPORARY FACILITIES AV C0YMu g(S Na. 08 . Temporary Heat and Ventila`_,jon_ a. Pe manPnt Systems. Contractor may use existing heating system. Thoroughly clean out duct work before the permanent system is used. Provide temporary filters during temporary heating. Ensure that entire system i5 clean before permanent filters are installed. 09. Temporary Utility ServicA. a. Power andLight. Use existing power. Ensure that each craft provides cords and lamps as necessary for his work. Ensure a minimum of 30 foot candles illumination during installation of finish systems. b. Water. Water will bF! supplied by owner. C. Temporary Telephone . Provide a non coin-box telephone; pay for installation, maintenance, and service until completion of the work. Allow other contractors to use, provided they pay for toll calls. 1.0. Tmg0r4ry Toilets. Contractor may use existing toilet facilities located at South End of building, first level only. All other toilets to be sealed from use during construction. Replace toilet seats @ completion of contract. Clean and restore bathrooms to original condition. 11.. Tern orary Office and Storage. Temporary use by the Contractor of building space or systems fo.- exe—ition of the work is permitted only with the written approv,l of. the Architect. Such approval does not constitute acceptance of spa;:e or system. Restore, without additional cost to the owner, damage resulting from such use. 12 . Parkk''ng_ Park in area aesignat.ed by owner. Minimize inconvenience to the business . Suppliers are allowed to park on the site, as needed for prompt and efficient delivery. 13 . Finished Surfaces. Provide supervision, controls, barriers, protective systems necessary to protect finished surfaces, systems and fixtures from damage and oo.iling. Ensure that the work is turned over to the Owner in best possible condition. TEMPORARY FACILITIES AI4D CONTROLS 01-04 e 016u0. MAT HE IAL AND-EQUIPMENT 01 , Delivery. Deliver manufactu:-ed product :.n original ,packaging, with labels intact . 02 . Handling. Store and handle proe..ucts to r..event damage or deterioration; store materials in cleandry, ventilated space. Store factory-finished products in '.,eated space before installation; ensure temperature and moisture equilibrium before fi .ial placement. 1 GENERAL REQUIREMENTS 01_05 I �1 01700_ RROJECT CLOSE OUT 01. Cleaning Promptly remove temporary facilities, and equipment. Maintain the interiors of conduits, ducts, chases, catch basin, manholes free of extraneous materials. Before final completion, remove all protf.ctive taps, coverings, coatings; thoroughly clean finish surfaces, glass, hardware, metal, fixtures, partitions, trim, doors, equipment, specialties. Replace broken glass, repair damaged work. General Contractor is responsible for cleaning extf.,rior areas including paved areas and landscape areas. 02 . Guarantee. a. One _-tear Guarantee. Provide written certification that Contractkr has fully completed the work in compliance with contract documents; and wiYl correct work that proves defective within one year after date of substantial completion. b. Two Year_ Guarantee.. Provide written certification that waterproofing, roofing, flashing and sealants have been provided in compliance with contract documents, will be sound and water tight for a period of two years from date of substantial completion; and that defects of labor and materials will be promptly ccr.recte.i without additional cost to the Owner. C. Product Guarantees. Provide warranty and guarantee forms normally furnished by manufacturers, and as required by contract documents. Installation crate will be the date of final completion. 03 . Record Drawings. Maintain one complete set of drawings "As Built Prints" . Maintain neat and clean. Dimension to structural elements. Before final completion, turn drawings ' over to the Architect. Ensure that all modifications are clearly indicated. 04 . pSgrations MLint(Ln ance Data. Before final completion, provide to the Owner, through the Architect, complete specifications showing the catalogue numbers, serial numbers, size, type, capacity, and manufacturer's name and address for all operating .items of hardware, specialties, equipment, electrical , heating, plumbing, and mechanical systems. Present inforrr.ation in triplicate, with items segregated by trade and referenrss as to quantity and location, Provide name, address and telephone number of equipment servicing organizations that will provide service for mechanical and electrical equipment on a 24 hour basis. PROJECT CLOSE OUT 01-06 02.110. DEMOLITION. 01. 9VL.,e rgl a. Scope. The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of thio Section. b• FUtec—ti o —.. Protect existing structures, pavements, utilities, trees, plantinc,s to remain. iI 02 . Productp. (None. ) i 03 , Exectit on a. Demolition Remove int%-rior partitions and ceiling grid as noted on drawi.n95 and explained below. 1. Remove finish on exterior walls only as necessary to move or add electrical outlets. 2 . Remove & store acoustical ceiling panels as needed i that are undamaged, for re-use. J . Remove & store the following items for re-use. A. All doors and frames. B. All lo,_ksets (7) passage i..� (2) lockets. C. All light fixtures. D. Sink (installation in cabinet) . E. Fxisting sliding window - 4 '-0" x 3 '-011 . 4 . Remove & store light fixtures as needed for renovation for re-use. 5. Reirove all demountable partitions. 6. Remove all existing carpet. b• Disposal . All materials to be removed become the property of the Contractor; (Except as noted) . Remove promptly from the job site. Contractor may, with written permission from the Architect, incorporate Ir other suitable salvage material. into the work. ll C. Repair. Existing exterior and interior surfaces which are damaged as a result of work performed under this Contract; Remove damaged, loose, unsound material. Remo,e exposed fasteners, fins, sharp edges. Fill holes, cracks, voids. Present secure, clean, dry, sound substrate for finish systems. I�i3 1. DEMOLI I ION 02-01 I 06400 MILLWORK 01. General_ a Scove. Tne General Conditions, Supplementary General conditions and applicable requirements of Division 1 are a part of this Section. Provide products and execution to complete architectural woodwork, wood window and door frames, wood casework. b. Standards. Comply with applicable requirements of: AWI "Architr :t,iral Woodwork. Quality Standard and Guide Specifications" . C. Delivery. Provide temporary covers for finish surfaces. d. Shop Drawings' Submit shop drawings for approval before fabrication of products. Indicate required field measurements. Indicate schedule of cabinet hardware. e. Samples_ Subn?t samples- of factory-finished products for approval before delivery to job site. Indicate range of colors, textures and types. 02 . Products_ i a. Plastic Casework, cabinets. High pressure laminated plastic_ bonded to plywood or particleboard core. All counter taps with sinks use exterior grade h.a.rdwooa plywood. Comply with AWi "Custom" grade construction. Style: Flush front frame. b. Laminated Plastic Faces. NEMA LD- 2. , Tyre T , general purpose. 1/ t6" thick on all surfa::es. Forr,ica, Grade I 10, pattern and color. As belected ny Architect. Wilson-Art approved. Selected colors. C. Laminated Plast_ic_. Backinq _Sheets. Formica . Grade 91 . Interiors to be "Mem laine" . d. Cabinet Hardware. Brass, steel with plated finish BHMA 67.6 (dull chrome) . Casework lacks within each room keyed alike; bolts, fastenings to secure items in position, to match finish of item fastened. (01) Drawers. PaLr. , metal full extorLiion guides Blum ES430E or Accuride C3800 - 1 pair per drawer or pull Iout shelf .. (02) Amerock WLrl Pu: l 3" black . Two where more that 20 inches wide . I (03) Locks. Corbin #'0738 ; Strike #68S for 3/a " drawers, Strike #12 S for single 1-1/2" doors. (04) 3/4" Door Hinge. 1-1/2." pair where more than 48 i.nch`s high. Stanley - X1501-9x & 1503-2 . (05) 3/4" Door catch. Stanley #46 US 26 , 1 per door. (06) 1-1/8" Door Hinges. Stanley #1487 . (07) 1-1/8" Door Catch. Glynn Johnson GJ 21 A, 2 per door. (08) Adjust.abie Shelf' Standards. Knape & Vz)gt #255, #146. (09) Shelf Brackets. Knape & Vogt 0256 0180. MILLWORK 06-01 I lw ata air 1 06400. ,r,LWO CONT I f. Faction Use screws and bolts where required for strength and rigidity. Install finish hardware. Verify ' dimensions of items to be built into cabinets and counter tops. 9• ,structure._ Furnish anchors, backing, , securing products to structure. Includeeinstructions, shop es required r drawings for proper installation. 03 . Execu ion. a. Rr—e2AXA-UM- Examine ' grounds, backing, structure to su Pport millwork. Verify security of substrate. b• Insta l atior,. Install products in accordance with a shop drawings, plumb and level, without distortionproved conceal necessary shims. Scribe and fit exposed surfaces ' to adjacent work. C. Wor&M ns ' .. C mply with requirements for AWI "Custom" installation. ' d Fixt__ ures. Perform cutting of cabinets as necessary to receive specialties, equipment, mechanical and elec; zical P• systems. Cooperate with placement of fixtures. ' Completion. Ad 'ustb function. Ensure that parts f1ee Operating parts forProper properly and will be suitably � are undamaged, I completion. Protected until substantial I I ?4I LLWORK 06-02 07200. INSULATION 01. perLeraj. a. Scope. The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section. Provide products and execution to complete insulation. 02 . ,Products. a. WAll Blanket Insulation. Thermal, mineral fiber- blanket, foil-faced. R-3.1 (3" minimum thickness) . All interior walls as indicated (use nor, -faced at interior walls) . b. Ceiling Blankgt Insulation. Thermal; mineral fiber- blanket, foil-faced. R-30 ( 8" minimum thickness) . FS HH-1-521F. Owens-Corning "Fiberglass". Location. All suspended and framed ceiling spaces. C. See section 09250 for sound attenuation treatment. 03 . Execution. a. Prgparation. Examine areas to receive insulation. Verify proper space, completion of related work. b. Hianket Insulation_ Fit insulation snugly into framing; ;naintain continuity over exposed areas, fill small. spaces. Carefully cut material around obstructions. Place material to the exterior of piping. C. Fastening. Staple facing flanges to flood framing 81" o/c. Or "Friction fit" at metal stud walls. d. Completipn. Ensure that all exposed walls, soffit and indicated surfaces are insulated, that insulation remains clean and dry until substantial completion. THERMAL AND MOISTURE PROTECTION 07-01 m 1 0 /b')0. SHE"F.T .eFTAL 01 . 9pneLal• Supplementary General. a. bvope_. The General Conditions, Conditions and applicable requirements of Division 1 are a part of this Section. Provide products and execution to complete flashing and sheet metal. b. Star�ards. Comply with applicable requirements of SMACNA "Architectural Sheet Metal Manual" . C. C_ertif.(Laio A11 material factory stamped showing weight. d. guarantee; Guarantee period for this work is two years. 02 . PraducAs._ a . Metal Fasteners. Bolts, nuts, studs, rivets: FS FF-B571, zinc coated. Machine screws: FS FF-•B584 , zinc; coated. Soder: ASTM B32 , type best suited for purpose. Anchors: 22 gauge galvanized steel . G90 coating. b. Flas n a_rLd }�_ Galvanized steel . ASTM A525, C. Minimum thickness 24 gauge. accessories. Vents, galvanized steel . Fry Reglet Corporation. O`Keefe' s, Lane-Aire, Superior approved. d. gaint" Alkyd Oil base primer: FS TT--P-86, Type II , Tnemec: 1139 Red Metal Primer" . Rustoleum approved. e. Fabrication Shop primes galvanized steel surfaces. Paint all surfaces of metal. e:tposed and concealed. 03 . Execution. ,esi n of related a . Preparation. Verify locations, slopes, g work, security of supporting structure, ^ompletion of penetrating systems . Ensure dryness, cleanliness, smoothness of substrates. I THERMAL AND MOISTL ,IE hROTECTION 07-02 07900 SEALAN'r5 GeneralSupplementary General a. Scope,_ The Gelieral Conditions, . ements Of Divisi.or- 1 Conditions and applicable req products and are a part of this Section. ProvideP fillers, gaskets execution to complete caulk".ng, joint and sealants Protect b. prat tion. Protect adjacent finished surface, work of other trades. pro for. apprcval before �• Samp es. Submit samples of P delivery to job site. tcation. Provide written evidence from manutactu?ers ems d. Cer ualifiecl to install indicated systems that applicators are q that sealant and primer products are compatible with substrate materials indicated Guaranteeor this work is two years. a. . Guarantee P un ter' 02 . god- cts' com oun�1 non-staining, 9 a ulking• oil base caulking P knife consistency as required: FS TT C598. Indicated locations. or sealer. Grace a Clear lacquer, shellac, b. Caulking_ Pr.lips-_r., Joint. Ponent„',rethane, elastomeric, permanent, C. Sealant._ Two-compcomrrund: ASTM C920, Type M, Grade NS, flexible sealing " . Tremco and Vvlken Class 25. Sonnebjl�� "Sonc'l'-'stIndicated locations. approved. Selected colors. 758, as necessary for bond. r; er. Sonneborn 733 ' flexible foam, non-absorbent d, Seal—ant P �— e. Backfin . Extruded, closed cell , expanded polyethylene foam. Sonneborn "Sonofoam" , Denver foam, Green Rod approved. 03 . Execu_ t_ ion•- ��erif5' locatA.ons of joints. Slopes, design of a Pre-__parat ion. dryness, cleanliness Cf related work. Ensure security, removal of foreign and loose material • �A g hl surfaces, allow to dry thor�u ' y• b (,au�Lng• Prime porous surfaces, required, comrress by tipply material with gun or knife as tooling. and at all Sealant. Apply at all locations indicated interlocking C. joints not completely sealed by material , exterior J orous surfaces without thinning members. Prime p rimer to cure. Apply applying in continuous film. Allow primer a joint depth back up material or bond breaker to provide or 1/4 inch, approximately one half of the indicated widtapply with whichever is greater. Mix sealant material , Tooltopresent manual g pneumatic gun, knife or trrwel. un, true finish, without blemishes. d. Com let-___iqn_- Thoroughly clean all finished sealant surfaces. Protect work until cured. 1 07-03 SEALANTS 08100. METAL LOURS AND FRAMES O1 General. a. Scope. The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section. Provide products and execution to complete custom hollow metal doors and frames. b. Standards. Comply with applicable requirements of NFPA No. 80 "Fire Doors and Windows" . Fire doors, windows and frames must bear UL Label. C. Shop Duawings. Submit shop drawings for approval before fabrication of products. Indicete anchorage, openings field joints, fastening of btnns , fire ratings. Cooperate with submittals of related work. d. Manufacturer. Grand Metal. Arpro, Steelcraft. approved. 02 . Products_. a. Metal Frames and Louvers. Hot rolled prime quality carbon sheet steel . Fabricate frames as combination buck, frame and trim, 16 gauge minimum. Provide profiles free of defects with connection-- welded, ground flush and smooth. Provide suitable ;dmb anchors minimum 2 ' -6" o/c, floor anchors with minimui of 2 fasteners. Provide temporary spreader bars . Use standard frame sizes. b. Prefi.nished Steel Frames. Cold rolled steel for light commercial construction minimum 20 ga. steel shall be prefinished .tn a standard color as selected by Architect. Provide snap-on casings with aligning corner inserts. All door frames shall have 14 gauge reinforcing plates factory installed to accommodate specified hinge sizes. Manufacturer shall furnish adjustable strike plates and door silencers. Window frames shall be provided with matching glass stops. "Timely" approved. C. fetal Trim. Provide applied stops and trim, 20 gauge minimum with neat fit at corners, countersunk sheet metal. screws 1'-0" o/c. ME'.^AL DOORS AND FRAMES W Firs 08200. WOOD DOORS O1. General_ a, Swope. Tne General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section. Provide products and exacut.ion to complete wood doors. b. Standards_ Comply .pith applicLble requirements of the following standards: NWMA IS 1 "Wood Flush Doors" . NFPA No. 80 "Fire Doors and Windows" . AWI "Architectural Woouwork quality Standards and Guide Specifications" . C. Delivery. Individually wrap doors in suitable protective, ventilated covering. Verify that uniform temperature will be maintained. d. Guarantee. Prove NWN.A "Life of Installation Doo- Guarantee" . e. Manufacturer. Weverhauser. U. S. Plywood, H.P.C. , Simpson, GP approved, or equal . 02 . Products. a. Solid Core Flush Wood-Doors. Wood veneer, natural Birch, plain sliced, AWI "Custom" , for transparent finish. Indicated interior: Adhesive CS 171, Type II, wood stave or particle-board core. Bond hardwood ve:ieer to cross banding, side edgeband to be softwood. b. Solid Core Flush Wood Fire Doots. Wood veneer, natural Birch plain solid sliced, AWI "Custom" for trasparent finish. Particleboard or staved solid core. Adhesive CS 171 , Type I and II . Bond hardwood veneer to cross banding, side edgeband to be softwood. Comply with UL requirements for 20 minute fire barrier. C. Glass openings. Moldings and glass :tops natural Birch, except in UL labeled opening. d. Metal Stops. Specified under "Metal Doors and Frames" . e. Glass. Specified under "Glazing" . f . Moisture Content. 17 percent (12%) maximum M.C. in wood. g. Fabrication_ Prefit doors for 1/16" clear at top and sides, 1/211 clear at bottom (1/4" to threshold) , and 1/8" clear between pairs. Bevel latch edge 1./8" . 03 . Execution._ a . re aration._ Verify proper installation of frames; square plumb, true. Ensure proper fitting of doors; proper machining for indicated hardware, louvers, lights. Seal job site cuts before hanging. Verify security of supporting structure, completion of related work. b. Installation. Install doors in frames using indicated hardware, in accordance with approved shop drawings, appli- cable requirements of regulations and standards. C. Com letion. Ensure that doors operate freely, fit properly, are undamaged, and will be suitable protected until sub- stantia]. completion. DOORS t+ND WINDOWS 08-03 08100. -ETAL DO_ 0RS ANC FRAMES �N'T d' HAL42w P• Prepare doers and frames hardware, inc-i��ding sinka es to receive indicated e. Finis in . Level metal and grind smooth,reinforcement,nt, barking. filler to eliminate blemishes. clew mineral surfaces, bonder.ize Chemically clean inhibitive metal r apply baked-on shop coat of rust- h, primer. ass Specified under "Glazing" ec LUon. a•. F ame Dnstallat 'o to maintain indicated tedInstall dimensionframes square, plumb, level adjacent structure, Secure until to installation of (leave spreader bars until HM doors, glass, grilles) . Make field splices, alloky for thermal movement or metal . Comply with approved shop structure. I Where necessary, allow for deflection of finished wall . Install steel frames over METAL DOORS AND FRAMES 08-02 I I 08700. 7NISH HARDWARE a. Scope The General (;onditions, Supplementary General Conditions and applicak)le requirements of Division 1 are a part of this Section. Provide products and execution to complete finish hardware, weatherstripping, seals, thresholds. b. Deliverv• Package, identify, iak•:.1 each item; include project necessary operating instruction. `,eliver products to site, or to indicated fabricators. C. Submittd- Submit samples of non-standard metal finishes fer approval prior to delivering products. Submit a complete schedule of hardware for approval before delivery. List each opening, door size, hand, material, frame type, label, manufacturer's number, metal finish; describe keying system. Cooperate with submittals of related work. Verify keying of lockE with the Architect before submittal. ' 02 . �_Oducts. a . Butts. See HARDWARE GROUPS. a. Doom Closers. See DOOR. SCHEDULE. C, Kickglates. None. d, ocks,_ Latches. See HARDWARE GROUPS. e. Pu,;h and Pull Plates. See HARDWARE GROUPS. f . Panic Devices. See HARDWARE GROUPS. g. Threshold. Pemko, Aluminum. h. poor StopE . See KARDWARE GROUrS. i. Si encers. Cray Rubber, 3 per jamb. j . Fasteners. Provide necessary templates to project site, indicated fabricators. Cooperate with fabrication of Mlatai produ, :.S. ' 1 . ��p:ates. Furnish necessary templates to project site, indicated fabricators. Ccoperate with fabrication of related products. M. ming. Furnish construction master key system. Before su.istantial completion, furnish finish cylinders, keys. As per owners specifications and requirements. 03 . Execution. I a. Installation. Lubricate, adjust operating parts for proper I function. Ensure that h,-rdware is undamaged and will be suitably protected until substantial completion. DOORS & WINDOWS Og-n4 L. ■I A AW lv��14 08850. 9LASS & GLAZING 01. General . a. ,SSope" The General Conditions, Supplementary General Conditions and applicable requirements of Division I are a part of this Section. Provide products and execution to complete glass & gl4eing. b. Standards. Comply with requirements issued by Flat Glass Marketing Association (FGMA specifications) . 02 . Product. a. Glass, Vpe.s and Qualities: Sheet Glass -- Type II, Class 1, Quality q6 ("B" qual. ) ; double strength, except as o;:herwise indicated. b. S`a ant. See 07900. 02c Sealants. C. 91aziag Materialsor Installation G ass ,_ Butyl Rubber Sealant Tape: Partly-vulcanized, self- adhesive,non-staining, elastomeric performance, 98% solids, for 35% compression in joint. d. Settin9_Blocks: Neoprene, 70-90 Shore A hardness.. e. Fi-Iler Rod- Non-absorptive, closed- . ell plastic or rubber which is compatible wi',:h other glazing materials in the channel , 3 to 5 psi compression for 25% deflection. 03 . Installation of Glass: Glazing shall be dome in accirdance with the requirements of Chapter 54 of the UBC. a. _iear_channg1 surfaces and prive as recommended by sealant mfr. b. Cut glass t.o size required for measure opening; provide adequate edge clearance and glass bile all around . Cut prior to tempering or. strengthening (if any) and prior to fabrication into insulating glass units (if any) . C. Do not install, sheets which have signifl-:ant edge damage, or other defects. d. Install Eft*ins blocks at quarter point: . Set in a bed of sealant if heel-bead -'s used. e. Glass i.nstalLd in wuod frame to be neatly taped all around to prevent rattling and to reduce sound transmission. f . Install spacers inside and out, all around, wherever_ liquid or plastic/mastic Compounds are used, except on glass sizes smaller than 50 united inches. leave _voids in the glazing channel except as spvc.ifically shown. h. Miter-cut and bond (weld) ends of channel gaskets at corners to provide a continuous gasket. GLASS AND GLAZING 08-05 W Wzlwjt■1 +wMEWr 'wKs sr 08850. GLASS & GLAZING CON T J . ,deal face gaskets at corners with liquid elastomeric sealant to close openings and prevent withdlla :»1 of gaskets from corners. k. RgRlace_glass which is broken or damaged prior to the time of acceptance. 1. $eguired \performance;_ Each piece of exterior glass must be air-tight and watertight, and without glass breakage, through normal weather/temier.ature cycles, and through normal door/window operations. Interior glass must be airtight and sealed for reduced sound transmission. 04 . Co or_ and GazingMateria Ls_ Selected by Architect from mfrs standard colors, unless a particular color is otherwise indicated. a. General Glass Standard: FS DD-G-451; type, class, quality, style, kind and form are specified in reference to this standard. b. Comply with recommendations of "Glazing Manual" by Flat Glass Marketing Association, except as otherwise indicated or recommended by product mfr. C. Completion. Ensure that wood trim meets evenly all around openings at both sides. Excess sealants shall be removed prior to finishing. I GLASS & GLAZING 08-06 7r "W 11 WJII ON .III •es 91 �IOOAn LF,p,RING_ WALL FRAMING 01. -$-ummarY: Section Includes: Metal stud system for interior partitions. 02, ggfe-Kences: Comply with applicable provisions of Northwest Lath and Plaster Bureau's recommendations. 03 . 14-4191icg.ls; Screw Type Steel Studs: ASTM C64"-76, C-shaped 2-1/2 in. x 25 ga. zinc coated steel with knurled flanges. 04 . Standard Heiaht._ rS r► Instal LAtj9n: a. All gypsum wallboard partitions to extend to the underside of ceiling suspension system. Secure top runner channel to ceiling T's as indicated. I I ' 1 1 F IXNISHES 09-01. !!IF 09250. GYPSUM 01. eneral. a. Scove. The General Conditions, Supplementary General Conditions i.nd applicable requirements of Division 1 are a part of this Section. Provide products and execution to complete framing and gypsum drywall. b. Standards. Comply with applicable requirements of: ANSI A97 . 1 "Specifications for the Application of Gypsum Wallboard and backing Board, including Finishing" . C. Tolerance. Complete dry wall finish to a tolerance of 1/8" in anv 10' direction. d. Sam _Panel Construct sample panel of each system, .:on- sisting of ane surface at least 2' x 81 . Secure approval of finish prior to commencement of balance of work. e. Protection. Protect adjacent finished surfaces, work of other trades. f . Manufacturer. U.S.G. GP, National Gypsum approved. 02 . Products. a . Fasteners. Metal screws, ASTM C646, 1-1/4" Buglehead, Type W. b. Water. Clean, free of s .ibstances harmful to drywall . C. Gypsum Sheathing_ Speci,.'ied under "Rough Carpentry" . d. Fire-Rated Gypsum Wall.bc,ard. ASTM C36, Type III , Grade X, F_lass 1. Unless indicated otherwise: 5/8" thick, tapered edge. USG "Firecode Sheetrock" . e. Water-Resistant Gypsum Wallboard. ASTM 0630, G630, Grade R or X. Unless indicated otherwise: 5/8" thick, tapered edge. USG "Sheetrock YY171' . f . Drywall Joint Tape` ASTM C475, perforated. g. prvwall_Joint Compound. ASTM 0475, powdered or ready-mixed, all purpose. h. Laminatinq Adhesive_ ASTM 0557 . i . Sound-ALt_p_ uati_ _ 1 c 14nket. FS HH-1-521 , Type 1 , 3" thick. USG -rhermaf iber" . j . Sealant._ Specified under "Caulking & Sealant" . 03 . Execution. a . Preparation. Verify suitability of framing. Ensure accurate spacing, alignment, security; remove protrusions. Verify completion of related work. b. Drywall Wallboard. Install. wally lard using maximum length, staggering end joints away from .enter of surface. Abut edges without forcing; all panes parallel . Support al..l ends and edges of framing, lcndimension perpendicular to framing. C. Fastgn_jM_Wallboacd. Attach wallboard with screws, minimum 3/811 edge clearance staggered at joints. Space screws 12" o.c. along each support. Drive screws with positive clutch electric driver; do not fracture wallboard face paper . FlN SHES 0°-02 low 092500. pS Cp�• •r d. Drywall Joir►t twent. Apply compound at all joints, embedding tape, fa;_d tape at angles. After embedding coat has dried, apply fill coat of compound, flush with wall- board. After fill coat has dried, apply finish, coat, feathering to smooth, and �,dform surface. Sand smooth when dry. At concealed loc:atiol:: omit fill and finish coats, sanding. e. Prvwall Trim. Provide metal trim at all exterior corners, exposed edges, control joints. f• Semina• Ensur,_ that work is allowed to cure uneer proper conditions of temperature, moisture and air. movement. 9• TekIure Apply light spray coat to obtain "orange peel" finish to a uniform texture throughout. h. et '.on. Upon completion, point-up at edges. Remove and replace damaged drywall to match adjacent surfaces. Ensure that drywall surfaces are true, undamaged, and will Le suit- W.y protected until decoration. �r f? lJ� 1 FINISHES 09•-03 W1! WX W1 owl I qwfiw_x� ] 09 650. SI ILp''r F OORING 01.. General. a. Scope. The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section. Provide products and execution to complete resilient tile. b. otectian^ Protect adjacent finished surfaces, work of otter trades. C. V1 iveM.. Prevent freezing of materials. Ensure that room temperature range of 70 to 90 degrees F. is maintained 24 hours before, during and 48 hours after installation of products. d. Samples. Submit samples of products for approval before delivery to job site. 02 . P-9oducts. a. Sheet Vinr h_ Type II , Grade A MIL SIM 1623c, . 085" thick; pattern extend through total thickness, selected colors. Armstrong "Sandoval Vinyl Colon" sheet vinyl, approved. b. Tokset Base. Cove, Topsec , 1/8" x 4 " roll-stock r!,bber, 6" where indicated. Selected colors. F '.exco. Burke approved. C. Edge Strip_ 1/8" x 1" tapered, vinyl. a.. Flooriing,__Primerl_ Sizinr„ Adhesives. Provide materials recommended by flooring manufacturer for indicated substrate structure, location, job conditions, flooring. Ensure compatibility with substrate materials. e. Latex-Mastic Underlayment. Armstrong S-180. f . Accessories. Tapered vinyl strip or anodized aluminum +:r. im, edgings, caps, corners, coves. Provide where resilient material terminates at other surfacing material . 03 . Execution. a . Preparation. Examine substrate surfaces, test moisture content of floor. Insure existing temperature and moisture conditions are within manufacture recommendations. Verify le%el, soundness, evenness, dryness, completion of related work. Ensure cleanliness, freedom form irregular- ities and materials affecting adhesive bc. A. Remove sharp edges, oil, dirt. Fill voids, cracks, holes. Present secure clean, dry, sound substrate. Maxim,im allowable tolerance is 1/8" in 10' ; if required, apply latex mastic underlayrient to produce suitable subfloor. Apply necessary primer, sizing materials. b. Flooring.. Cover substrate evenly with adhesive. Apply products true, level, even, with tight joints. Use full-size pieces wherever possible with minimum number of joints. Ensure intimate contact and proper adhesion of products. RESIIIENT FLOORING 09-04 r 09650. M UIENT FLOORINGS CONT h. Carefully align tile joints to center on rooms, meet througn wall openings. Present uniform pattern, smooth surface. Provide edge strip where resilient flooring meets other floor products. C. Tonuet Base_ Firmly cement topset base to walls, fixture. Make corners neat, firm, sicure; scribe accurately to returns. d. Comglet.ion. Remove and replace damaged Material . Ensure that resilient coverings are securely in place, clean, undamaged and will be suitably protected until substantial completion. I RESIIIENT FLOURING 09-05 e w 09680 . _R STING 01. er.er 1._ a, � nc:. The Genera]. Conditions, supplementary General Conditions and apUli-cable requirements cf Division 1 are a part of -Chir Section. Provide products and execution to complete carpeting. S_to-p—dir lis• Comply with applicable requirements of FHA 9ulletin T-TM 44B (Heavy Traffic) . Tuftiny withstand 10 pound pull test without damage to pile. C. pElive _ At completion, deliver to Owner all excess pieces of carpeting more than 1 square yard in size. d. Samples. Submit sampl•-s of products for approval before delivery 'to job site.; minimum 2' x 3' for each color indicated 2 ' length for each trim. 02 . educts. a. Carpet F12o� in 1. High Density Anso HP Nylor+, �6 oz. face yarn, woven polypropylene primary and -secondary backing, 3884 Denier continuous dyed yarn, . i56 average pile ht. , 7 . 9 stitches per inch. Continuous filament, level loop. Provide, 10 year wear guarantee. b. Adhesives. Vinyl carpet adhesive, Webtex 755; 655 seam adhesive or equal . (Verify recommended adhesive for carpet and substrate) . C. Primer. Stripable primer. Webtex 654 . d. AccesGories. Anodized aluminum trim, edging. Colotrym "Satin Silver: . Provide where carpeting terminates at other flooring materials. 03 . Execution. a. preparation. Examine substrate surfaces, test floor for moisture content and temperature. Insure conditions are within manufacturers recommendations- . Verify level , soundness, evenness, dryness, completion of related work. Ensure cleanliness, freedom form irregularities and materials affecting adhesive bond. If required, apply latex astici underlayment to produce suitable subfloors. Apply p c substrate. b. A(ihesve. Apply adhesives with clean notched trowel over primed substrate. c. Carpet floorinct... Install carpeting with parallel tufting, and cemented, tight, :indistinguishable seams. Roll out air bubbles away from seams. Carefully scribe material at walls, around penetrations, projections. Use full size pieces wherever possible, with minimum number of joi:.-s or seams . Ensure intimate contact and proper adhesion. d. Completion. Remove and replace damaged material . Ensure that .:a1pr3tinq is securely in place, thoroughly clean, undamaged, and will be suitably protected until substantial completion. 09--06 01. N NG a. the Cations anderal C°nclitions, are a part of rhp6licable requirements Supplementary General b. to complete Painting. Provide Division 1 Complyg. products a:�d execution PDCA "Painting pec applicable Northwest��• g S�'ecif_icat ' requirement„ of: C. ion Guide for , o!eF? 1L• Store paint the Pacific -)roducts. materials and d. work °r Other trades,otect adjacent tools pa-•3t. ii7ished se from lv`=�.Y• Provide surfaces, and e, finish: Missed 1 'talion can SaInpi Sutsmiw1samPaintes oused. ©f each tYpe and color, delivery to iab f products for f each type and cosite. Include approval aj 1Q Room ler of finish minimum B., ){ 10�� 'hip before a s Compl"-te indicated, p of 02 • app �g balanceaintii�g of a . �ate��s. of work , one room. Se„ure approval ' '---�-�_sw P:ov i d e coating s Primary products of b' Manu_factuxyetem from one manufacturer. , ealh i.ndzc_�ted Miller, `da, Approved man ' ` _Color Rodda, Fuller manufacturers --arid loss. Sherwin-willi�.ms2e as ro.11ows; samples-, '�''_--- Selected colors and glossesritorie, . I a. E ec tion_. • Matc}, P-r_e arat ' ak%r*ave i -�'---- °n• Examine completion substrate surfa_ec• cleanliness Of related work verify Touch °f substrate ensure �o,andnesssecurity ' that up shop-applied removal , dryness, surface Condit ' gime coat . of foreign mater ' sound zr� material uniform Ions are conducgsVe s necessary. Ensure b prei�aration, 3 systems, Perform hec to best results for o—rkn�anshiti essay Provide tlnateriGl may Y s„-rface 9s frce Y be applied b I ^-atings to cure fro , runs Y spray, r material . thorc,4 sags b,ush,roller . Perform yJ I r�rior crawling. coatings, necessary ,andira to applYin Allow Com7let ' g succeeding --"---1--or?. Protect 9 of substrate finishes Ensure work until cur nr''`c?ding undamaged, a��d wilnabePainter' urfaapsdrY; tc .;c_up damaged completion. suitableprotected a chilUghly ynti 1 clear., substantial PAINTING 09-07 r e i 0990;x. PAINTING CONT d. 1':_t..P,_.rj_o r-_C' n i s h Ss�s ►s (Oi) Factory finished surfaces (acous�ical panels, acoustical tile, glass, vinyl. fabric, lam;na`ed plastic, non-ferrous or plated metal, stainless steel, prefi.nished steel, carpeting, resilient flooring, ceramic tile and similar materials) . No finish. (02) Gypsum drywall: Enamel . 1 coat latex primer. 2 coats latex base semi-gross enamel. (03) Gypsum drywall : Flat. 1 coat latex primer. 2 coats latex flat. (04) Metal trim, all exposed metal surfaces: enamel . 1 coat shop applied primer. 2 coats latex Lase semi- gloss enamel . Interior of ducts visible from within rooms: 1 coat mat ..lack enamel,. 9. K terior Finish 5 tems._ (01) Stain new exterior siding and stairs as indicated to match color of existi.ny structure, 2 coats minium. PAINTING/FINISHES 09-08 I I I 09950. SUSPENDEp_ C:EILIN G SX-STEM O1. General . a. ,ijcone. The General Conditior:;, Supplemelitary General Conditions ani Applicable Requirements of Division 1 are a part of this 3ection. Provide products and execution to complete suspended ceiling system. b. Standards, All main ri:nners shall conform to the intermediate duty classification c,f ASTM 0635. Acoustical panels sh-11. conform to ASTM E84 , according to Federal Specification SS-S118A Class 25 with a flame spread of 0-25, and U.L. approved. 02 . Products. a. Main Runners and Cross dies shall be 1 1/2" deep with 19/1611 exposed flange of cold rolled electrogalvanized steel wi`-h a standard Lo Gloss White factory applied paint finish, Ch.icagu Metallic Corp. , or equa' . ' b. Wall Angle Moldings shall be of 1 1/2t1 deep angle, 1" exposed face of cold, rolled electrogal,%,-anized steel. with a standard Lo Gloss White factory applied mint finish, Chicago Metallic Corp. , or equal. ' C. nccustical Lay-in Pa e s (01) Shall have washable matte white finish with light reflectance of LR-1 and STC 35-39 . Armstrong. Cortega of ' approved. (02) Ceiling shall meet 1 h.ur fire rating rrquir.ements for occupancy separation. Lights reres-ed in ceiling to ha-e fire protection to meet these requirements. 03 . Executicn._ a. Commencement of installation ctnscitutes acceptance of surfaces and work of other trades Refer to appropriate ' details in the drawings for allowable component and hanger wire spacing, and number and size of light fixtures and acoustical panels. Main runners shall be directly suspended by not less than 12 gauge, galvanized steel wire wrapped tightly at !Past 3 frill turns. Proper length i--ross ties shall also be installed aejacent to all. recessed light fixtures on each side not supported by a main runner. Particular t attention should by paid to fixture and duct protection as ?.fisted in U.L. Fire Resistance. Index for Design. Install in accordance with ;,s,rM C-636 "installation of metal ceiling ' susp. systems for acoustical" . b. Provide seisnic. restraint in accordance wit.l) uniform building std. 147-18, :end city of Portland standards. C. Completon: Replace damaged or soiled penel.s. Check grids for damege and fastenings. Provide 6 new panels to Owner for �u4.ure rer--:firs. FINISHES 09-09 t 1 10400. IDEN'T'IFY ANG pEVICE a. o e The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this section. Provide products and execution to complete identifying devices. b. Shop�raw' r� s_ submi': schedule, shop drawings for approval before fabrication of products, upon Architects request C. Samples. submit samples of products for approval before delivery to job site, upon Architect request. 02 . grods acts_ a. Signs Satin matte finish acrylic plaster plaques, mechanical mounting. Vomar. 100 series. Selected colors. b. Accessories. Furnish backing, anchors required to secure plaques to structure. Include instructions and shop drawings for proper installation. 03 . Execution._ a, T?re ap ration_. Examine surfaces, structures. Verify soundness, security, completion of related work, location of backing and anchorage. b, nst311ation_ Anchor plaques in place using recommended fasteners. Conceal evidence of drilling and cutting. Comply with approved shop drawings. c Completion. Plumb and align items. Ensure that parts fit properly, are damaged, and will be suitably protected until substantial completion. I SIGN SC'HEDULE._ "MEN" at Room 101 "WOMEN" at Roo.n 104 "EXIT" at Locations indicated on Electrical Plan and Reflected ceiling. "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" , at doors #2 , #9 , 029, #'33 . "STAFF ONLY" at Door #10. "WAITING ROOM" at Door #1:. . 10-01 SPECIALTIES 15010. GENERAL PROV S O " - MECIWICA1, O1 . general. Supplementary General a. Scope. The General Conations, Supp Y Condit.',.ons and applicable requirements of Division 1 a:-e a part of this Section. Provide coordination to complete mechanical.agn lation 2.ystem �1Si b• -t�-�� a rtechanicGl Contractor is i. >d f . at inn i responsible for design of existing system to accommodate new configuration of spaces. System to address loads and exposure. Make maximum u3e of existing systems, controls, and ductwork. 2 . - ubmi Progoed-LAv_out to Architect for approval pier to implementation or fabrication. 3 . Provide controls that can be serviced through lockable cover or other approved device. (Re-use existing thermostats) . 4 . Systems used to provide HVAC to upper flours are not to be used to supplement lower floor systeir. 5. There is a 1 hour occupancy separation required between the first and second floors of the structure. Design of the system to comply with requirements necessary to maintain 1 hour separation. :. Standards All work shall conform to Local and State codes, and all other applicable laws and .7egulations. Whenever indicated materials, workmanship, arrangement or construction is of higher quality or capacity than that required by the above Codes, the drawings and/or Specifi.catiors shall govern . Should there be any direct conflict between Codes and the Drawinqs and/or Specifications, the Codes, Rules and Regulat_ons shall govern. d. Coordination_ General Contractor shall coordinate with the mechanical contractor, including scheduling, to ensure an efficient installation procedure. e, Record Drawing_ Record Drawings. 02 . Products. a. Material . F,11 products shah be new, or if used within the project, in good condition and compatible with any new systems introduced. All new articles of a kind shall be the standard product of a single manufacturer. 03 . gn. a. Inspection. Contractor shall notify the :architect and Owner when systeinc, are installed and ready for inspection. li 15-01 MECHANICAL 15400. NG 01. _ ne (None) FrOcUGtis._ See plumbing Fixture section ixtures in location as 02 . ------- Install plumbing ownFr. Do 03 . EM Set n= Set at height determined by indicated on plans- stem without approval of not alter existing plumbing system Aichitect or owner. i 15-02 PLUMBING 16000. ELECTRICAL. O1. Pner?-iL Prav_isioo ls__ a. G; r,e Candit�ons of the contract and General Requirements (Division 1) apply to work under this section. b. Existing Electrical system is to be modified for a new office configuration. 1. Existing Ouplex outlets on exterior 4alls to remain as much as practicable. 2 . provide electrical service as needed to the following: a. Telephone system. b. Security system. C. Computer system. 3 . prov4de smoke detectors, as per code (far bid purposes, provide and install a minimun of 5 detectors) . Connect to security system if compatible & as directed by Owner. . 4 . New duplex outlets and switches to be compatible in design and color to existing equipment. 5. Existing light fixtures to be re-used. Light fixtures to be inspected for. usability. All bulbs & tubes to be replaced. All broken and discolored lenses to be replaced. Fixtur. as not reusable to be turned over to Owner for disposal . Report # of additional fixtures that need to be replaced to Architect who will authorize replacement/purchase in writing. �l i� ELECTRICAL 16-01 1W WW.[L wsr W at< air 1 ' 16500. COMMUNICATION SYSTEMS/COMPUTER SYSTEMS: O1. General , a. Scope: b. Standards. Comply with standards governing telephone and radio systems. 02 . Products: Conduit for raceway systcin: See Section 16000. 03 . Execution, i a. Provide telephone and computer conduit boxes at points shown on drawing. ' b. Telephone wiring instruments and computer wiring provided znd installed by owner--coordinated by General Contractor. t COMMUNICATIONS 16-02 7 APP Np�� Tualatin Valley Mental He._ lth Center Adolescent Day Treatment Program b A I Tualatin Valley Mental Health Center 3C-90 Adolescent Lay Treatment Program 1 HHA.RP—WAUS�HFDULF. GROUPDESC�TIOLi MANN? ACTU R __ Orbit t A79PD 626 r 1 Lock Schlage Dummy Knot sc.;hlage Orbit A17C 626 Surface Balt Ives 453 F26D Butt 1-1,12 pr Lawrence 4181 26D 2 Lockset Schlage Orbit A70PD 626 Butt 1-1/2 pr Lawrence 4181 Stan Ives 436 B26D Scti'lage Orbit A40S 626 3 Lockset Lawrence S rin hin a 2560 2 6D Butt: 1pr 26D lea. Lawrence 4181 B26D Stop Ives 436 � Lockset - Van Uuprin 22KF SP28 (exit device) Butt 1-1/2 pr Lawrence Springhinge 2560 26U Smoke Gasket Pemko S88D Closer LCN 4040 I Stop Pre 436 B26D 5 Lockset Scblage Orbit A70PD 626 Butt: 1pr Lawrence Springhinge 2560 26D I lea. Laarence 4181 26D Smoke Gasket Pemko S88D Stop ,ves 436 B"l 6U 4 HARD- 10- 22-90 i , Tualatin Valley Mental Health Cencer 30-90 Adolescent Day Treatment Program ILIGHT FIXTURE, SCHEDULE: I-a,n-u actu er,_—__ Model No. Remarks A. Lightolier 1126 1.102P1 Lenslite B. Presolite 8364 LPF Under Cabinet C. Lithonia 26T440PC 16-120ES Grid troffer D. Prescolite WB44 Exterior Lite »« .,..,...a.. .............. wrwaw�rrsrr+wviwwww wrurwraww Tualatin Valley Mental Health Center 30-90 Adolescent Day Treatment Program PLUMBING SCHEDULE: Kitchen Sink: Elkay LTR-5422-10 54" x221" 6 hole. Faucet (2) American Standard 4205. 041 Chrome. Water Fountain: Remove w,-ter fountain from first floor waiting room and install :n location indicated on the plans. Shower Stall_ (Alt. #1) Hytec model #3636N Standard color with glass enclosure and door. Valve: Moen 2205, Chrome { includes ,,hower head. I i I I I I I I 1 03,'28 90 10:32 0303,--"l 3339 U.S. GYPSUM CO. ®003 n . �VD LN: &' �AF�rnrij�,.r-,NI1�YO•i.•N.i. CC�MS.J.r'S`•rT:{I`BWt?:L'.mow "�M' r�.+��, .•t �'�,£F►{�i�M�I ~ !M11� Aj�o.3.' Fire QA Rating �nd Fila 8 CH AND DES',GN DATA STC No. DETAILED DESCRIPTION Fire Sound Construction l,loe: Gypsum Wallboard, Metal Studs Base layer%'square edged regulev gypsum wallboard or bu-K- - Ing boa.-d applied pwvill•I to each side of 2+h" metal studs 2." 50 o.G with 1'type S drfvh,it scluw,12' o.r_ in each stud and top _ & bottom track. Face layv, 1`.' type X gypsum wallboard, or Thickness: 411." t0 WIR 1033 veneer base or prvdecccrated gy,,sum wallboard applied on each Umiling Hrr`ght: 13 10' 54 side parallel to studs with 13,(," tY4., S drywall screws 8'c.c.to APprux• Voilght: 7 top sod bottom�,inn"only.Lamrnw,•ng compound in V41 wide Fire Thai LJLC 74"134, UWgn V44 continuous beads 12' o.c.used between,base and fece layers. 4-10.7 Slugger joints 24"each layer and side.Sours.'.tet.ted using 3% hound ',4sh ("X 8104A2, 2%W1 glats fiber trictior. fit in stud space. (NLB). Colo:troct(on Type: Gypsum Wallboard, Mineral Flbat, ��i? n� Metal Studs Onr,layer 1h"type X gypsum wallboard or veneer base appllst WP 1 a parnnel to each side of 21A' metal shids 24' ac. with 1' type m•cktsw' 3Y2" S drywa)I screws C' ac. to edges and 12" oc.to inter»ediate Llmrdng Height 131" studs 2' mineral fiber 23 pcf friction fit In stud st..ica.AJan ffry AppmoL Weight• S psf tested with 1%' miner7al fiber 3.0 DO stapled to board In ♦'ud Hire Test: FTN WP 51-1, 9-a_-i6 spaces Stagger joints 24' o.c. each sidit {NLU) Sound Test KAL T1 E,"2, 10-17.6 Construction Type: Gypsum Wallboard, Metsl Studs One layer%' proprietary typo X gypsum wallboard or veneer - — WP 1076 basP applied parallel to each side of 21A" metal studs 24" o.c. Thickness: 334" with 1/4" type S drywall screws 8' oc, around perimeter of Limiting Height: 13'5" (d, w) assembly end 12' o c. at beard edges. Wallboard fastened to Approx. Weight- 6 psf intermediate stud:,with continuous V.' beads of adhesive or I IA' Ria Test: ULC 78T55, Design W40,. type S drywaJl screws 12" o.= 234" glass fiber 065 pcf friction 1.9-79 I fit in stud space. Stagger isints 24" or- each side. (NLH) Sound Test DRC 70-2-2, 16.70 Construction Type: Qypsum Wollboard, Metal Studs Fire Side One layer 5/a" type X gypsum wallboard or +eneer base applied 45 parallel to each aide of 35,x" metal studs 241 c.a with 1' type S drywnill screws 8'or-to edges and vertical joints and 12'o.c. to to Intermediate studs. Face laver 54' type X gypsum wallboani 49 Wp 1080 or veneer bate applied on one side parallel to studs with 18A' Fire Side type S drywall screws 8' or;. to edges and sides and 12' o.c. Thickness: 511-4' to intermediate studs.Apply h' beads of laminating compound Umiting Height: T7'3' 2'ac.to full field of face layer. Stagger joints 24"o.c each layer Approx. Weight: 8 psf arid side_ SounL tested using 31/:' glass fiber In stud space. Fre Test: OSU T-3240, 10-1-5 (NL8) Sound Test: FAL TL 7712_ 1"-76 Construction Type: Gyp.eum Wallboard, Metal Studs ems~7 Bass layer V." gypsum wallboard applied parallel to each side of 15„' metal studs 24• or- with 1” type S drywall screws 24' Thickness: 31,x' WP 1090 o.c. to edges and 36' o.c. to intermediate studs. Face layer 1h" Limrcirg Height 10'10' type X gypsum wallboard or veneer base applied r;%ach s;de Approx Weight 7 psf parallel to skids with 1%" typrj S drywan ttCrewS 1d' c)r- Stlig- Fire Test: UC, 12.28.6(a ger joints 24 o c each layer and side f.NLE) Sound "ast: ACI 7-1152019c, 12-29-e. Construction Type: Gypsum Wallboard, Metal Studs Esse layer Vi" regular gypsum wallboard or veneer baso ap- irked FaraJlel fq ear-h side of 15/jmetal ,nude 24' r-a with 1' I WP 1110 lois S drysra!i screws 12" o.c. Face lave'Ya' raouier(rypsum Tnickr4w, 3%- I wallboard or veneer base applied on ee^h side parallel t.1 studs I-11"rrl'Inq Height 12'4" with r•),' type S drywall screws 12" O.C. Stagger tcints 24' o r APP►c<. Weyht 9 pst each layer and bide (NLB) Fre Tent: ;lr 9L-21.84 Sound Tae►: KG 374, 6-24.616 I NEW-AmuW i •T1UB/SHOWE'R •SHOWER STALL BY HYTEG •KNOCK-DOWNr I HYTLC Bathcuve units are designed to DIMENSIONS and SPECIFiCAMNS satisfy a variety of construction require- ments and bathing needs. They arr MODEL DOUR manufactured to meet or exceed the stan• PRO011IT; NO.: HEIGHT: WIDTH: DEPTH: C: D: OPENING: dards Li.he federal dousing Authority, the American national Institute for Fiberglass TUB-SHOWER plumbing fixtures z 1 24.1 and z 124.2, and 50" T/S RH 6040 73" 593/4" 341/v" 51/4" 11" 53V4" are approved by the Canadian Standards 50" T/S LH 6041 73" 593/4" 341/x" 61/4" 17" _ 533/4" Asg.ladllon. 50" T/S RH 5050 741/4" 593/." 311/," 61/2 15" 55" - - - - • SLAMLBSS: sleek, one-piece.,)n3truc- 60" T/S LH 6031 741/4" 591/." 31 V BY,.. 15" _ 55" tion fur easy Installation, mains>nance 54" TrS RH 5430 73" 54" 30" rr!%" 14 V _ 501/4" arid worry-free, leakproof operatic.,T. 54" T/S LH 5431 ?3"_ 51" 30" t'/1" 14Yr" 501/," • CUNTOURED: smooth, softly curved -HOWER STALL corners for handy, spaclous soap I 60";i/S Otrl. 5600 751A 591/." 35'/r" 29-7h" 171/4"� 53 V3" ledges and easy c:-aning• 1481, S/S PH 4820 73" 473/4" 343/4" 233/4" 17" 413/4" • PRACTICALITY: graceful, molded •48" S/S LH 4821 13" 47V4 311/4" 211/4" 11" 411/4 pillars to contain shower spray and 36" S/S _ 3620 d0" 36"_ 361/." 111" i8'/i" 29$/4" hlovlde (tame for shower dour or 32" S/S 3220 791A 32 38'-- 111/4" 1844" 271/4 ' curtain, 3.2" S/S 3200 791h" 3/" 31'/4" 1131/." 15" 271/4" • DESION: hathcove quallty stylinL In a 36" S/S 3635N 79" 37" 37" 16" 18r 11�1.'rr231/3"R1/1/i" multitude of colors to match or eom - plement virtually all plumbing fixture 10" S/S 40/DN 80" 40'h" 40Vr" i6" 16' 1/1/i"r191h"rU1/i" i colors. 'WITH SEAT Tolerances s 1/4" Dimaialons Include lulling Flange • KNOCK-DOWNS: two or three piece For HUD/r11A consid-ration, ail walls and floors surrounding the unit, Including those_ units with all the Bathcove quality concealed from view, shall be c)nstructed to comply with the fire rating reguiremer( features and styling, but with the of the Minlrnum Property standards. remodeler In mind. A paleuted, prat 1:Cel and stylish design, easy to NOPE: Model 43200, 03220 and 93638n carry Ir;PMO"T" approvals only due to flour asscinble and Install. Complete In. areb of shower units. \ � slructlons furnished with every unit. 31 do— ��--- WIDTH ---►� ---WIDTM--i�- - (4------•WIDTH----�� TublShower I ' Shower Stall \ M� 'D Shower Stall \ IN Model 06040 I Model#3620 Mode 1 3636N #_DEPTH o Door owning ---�- r - �_--Dow Owning—=�1 This brochure approximately describes and depicts typir.al products and equipment manufac — lured or suppllei by nYTEC.Inc Pruducls anDEALERd -- ' equipment actua:ly furnished may differ slightly without pilot noll.a Shower Staff 0 �I PO. Box 1160 1= Madel#482i- i Yelm, WA 90597 4 (206) 458-3900 telex 152710 R.R. 3, Comp. 1, Falisades ------- I — -- * 1`�rq.�� Armstrong, BC VOE 1SC r•,I,nenl,I A t-1 Y 1 (604) 546-3067 at 12"83r k --Door op"no — -+� Ceilings Cliff.aTe es Cel eats 7tn•4ww eeratreglee FeMw nowt rwetreew"tail seen""A aee1•. comma nlarcaq �i 35 4U AURATO11 FIRECODE 41',24•x44,'or 24"x24•in Susp Exp Grid yA (I5 to to _ Sysl—clp mlerrupled—light Irxl Prot by 4t'AURATONE FIRECOOE 39 44 panels-6'maul haft over c1g-4'4'noncomb insul and 2'metal-edge cont plank over tar tolsts--K On PM I — I t � r ,i, Clg wt 1 2 35 40 �'T AJRATONE FIRECODE 4'x 24'r 48or 24"x 24'scousl Gg panels in �.— SA 904 31 to to , •� SuspFIRE O D Grid Ss or 11/4'interrupted-I m lixt prof by 41'AURATUNE SA.gpS 39 14 FIRECODE panels or 1 iii TMERMAFIBI mm wool Dd—t•non pad suh " �'/' 6 lin Po over 2x10 pad gist--K In sll. 213,"—� '� i= —G AURATONF FIRECODE 41'x24"x48'or 14'x60•.4)/4'x24'x24'in Susp Y 905 32 l Exp Grid Sysl—clg Interrupted—light lixt plot by%*AURATONE FIRECODE panels or 11i4-TNERMAFIBER min wool bO-1•nom wd sub CIO pal 1 2 L Im 111 over 2110 wd loisls—K tea UW 35 40 _ — -- AURATONE FIRECODE 4 x 2 x 4 scousl clg panels in Susp Erin Gnd SA 904 33 to to �•_ Syst—cig mlerrupled—Y cont on riblsth over bar leitl-11l @"am SA 905 39 44 — 1 B'h" 35 40 AURATONE FIRECEIOE 4'r x 1 x 2 scowl Ctg Panels v,Susp Exp Grid Includes 4'4-hr unreslra,xd beam SA 904 34 to to Still—clg interrupted•—light lix pro!by 44"AURATONE FIRECODE SA 905 39 44 `— panels-1'O'91"1 root deck 6 held loam plastic msul over bar loist- - _— fX tp►2M 22 h" U� ~� 1�1 Jar' i ! i Noncombustible Ceilings Minercllibersurfaces 35 ACOUSTONE F Fo.:B.eked 14 x 12 x 24-or 12'x 36'min x.ousl One-way exposed grid system for SA•905 35 w lilt on 1• in,Exp Grid Sysl—AIRY W accessibility 27 clg wt 1 3 40 ACOUSTONE Fou-Backed Fissured of 04aer 4'i xl2"xt2"mm acovst tlauc direct hung concealed Accessible sA•905 36 to r.ex�a Ida on concealed 100%Accessible DireCl-hung Susp Sy€ IRY IM!—AIYAUm to 35 ACOUSTONE F 4•i x 12`x 12'o 12"x 24-min acouml ie on Basic concealed spline acoumjal file fA 905 37 to Concealed2-runner Syn—OMU4 system STCestnuated 39 yClg wt 1 3 40 sq-or 4, 124 x 24 or 24'x 49 acoust a to panels in Susp Exposed Basic noncombustioie 4v.in partirs SA 906 36 to Grid Svsl—pllEl EM NRC Ann won pattern 14 I clg wl 1 0 48 AURA70NE 41-A 14 148'acoust ctg 1 trials in Susp Exp Grid Sound lsa USG 823406 includes SA 90d 3� Sysi—continovetparin-3'THERMAR'1ERSAFBovercig—AUMIM blankets extenomg 4 h ext,stop of partition U11, wt 1 5 �+-- trier AMA 1'II test DrDcleure for hOrgnntalj)adjacent spaces See Ceding System!.tolder, SA-405 for STC roues of various paltr ins =A•100 N Corporation 17 �Rl�r BRASS CONSFRIX71ON A] A Heritage two handle ix,th/shD,ver combna- y; I' tions on 8"cinters Cr/stolhne dodecahedron �, `1. handles. ; r 1303.577 Bath/Shower wlt'i odlustable spray showerhead and cilverterI ` ''•` r: spout(shown) 1204.320 Shower only with adjustable spray showerheod. 1303.543 Wive only. • Kmtoge three handle lxith/shower comb- notion nation with transfer valve on 8"centers with odlustoble spray shawerheod and spout, :•..yt", ' elm s} 1305.4;3 Crystalline dodecahedron handles(shown). C Heritage spread lavatory faucets with pop-up ► ' drair. Crystalline dodecahedron handles i M• h 2248.615 On 8"centers(shown). 2248.565 10"-12• spread Installations. •� �- j , sM:: . DI 2103 71 1 Heritage centerset lavatory faucet ` • �,. , 1 4 x �t , '" on 4"centers, pop-up drain +, L�'' 1• :�-;1,. 1 v. Crystalline dodecahedron hondes t y x (}' 1 ,• nab, L t Heritage kitchen faucets on 8•'centers with brass spout lever hondles with red and `" I blue Indexes. 4148 037 Bottom mount with a sprayshown 4146.130 Bottom mount les:,spray. , IF Heritage kitchen faucets on 8"centers with '�.I L' `— • �' _ stainless steel escutcheon plate and brass 1 -` r'• � i � ''— -r..� �spot.*. Lever Lever honi:W with red and blue indexes. ��• `�� :S r• `�'"y� r 4150.132 Less spray(shown). 4152.096 V.'ith sepornte spray. t ' Pin QQQQQQ •F+ Y A Wall IF .1 I { I I 1 ( I l IIWANT LAVATORY AND MTN SI:OWLR'MCLS AVAIL461F CIMOML POUSMFD BRASS OR WHtTL RILIANT KITCLFN rAl AVAILA11i IN RF7 CHROME WHITF OR 2.041 UtTRAMI■A'. �� W011Anr FAUCF TS AVAILABL,:nNLY IN CHROW IN CHROME POLI"n BRASS OR WHITF LOOK FOR THESE FEATURES ON CUISINE CENTRE COMBINATIONS Raised-Rim Design Soft Lustrous Satin Finish inhibits overflow to keep developes a mellow patina that countertops neat. irnproves with age ' 18 Gauge- pe 302 ��• --�. nickel bearing 7' a stainless steel, sturdy rhiperack, and water"proof, yet SpaciousCompartmentsforgiving of dropped I �t glassware. for clean-up ease. Gensroas Depth - =-�----- - �' to accommodate large platters and pans. Center Compartment Salt-RIM designed to receive waste Fully Undercoated o fit snugly disposer, or for washing to deaden sound and act manufactured t and lie o fit precious silverware or as a condensation barrier. glassware FOLLOWING ACCESSORIES ARE STANDARD ON CUISINE CENTRE COMBINATIONS op Re control drain Swivel aerator ® letsemotyou amply provides a splash- i _ compartment without proof water floc'- 'o putting your hands in all corners of It., water compartment - Retractable spray and hose, \(� available as stand-up or sit down, for handy rinsing of dishes, vegetables, fruits and sink clean-up. vinyl covered basket re31s on c-)mpartmeni rain for thorough o f-the-bot,om rinsing or draining Hardwood cutting board fits over the sink. Ideal for slicing, ; carving trimming of meats, fruits or vegetables irRIPLE CGIV�Mi"=, ------ - - ------ ' rZ e SINKS m LTR-SERIES STANDARD OR DEEP BOWLS -"- O O c I� .•. _ TRIPLE COMPARTMENT w - - 18 GAUGE-TYPE 302-SEL F RIM LTR-Series topic compartment models Pill I I +►.� +r.�,_ are available in two bowl depths standard -1 _ 1 _ (7'ia•inches or deep(10-inches) — r _ -- c - -,- ---- ~ Hi£hest quality,sink bowls seamlessly - A- -i ' -— ' drawn of,'19 gauge,types 302(18-8)nickel Z JL- bearing stainless steel. i4-Inch radius coved corners Crmpadmentsa,id faucetJL - l_ LTR-6322.10 Illustrate(' decks are recessed�/urineh below outside edge of sink Sell rim.Exposed surfaces hand blended to a highlighted -_ Ln Satin finish Underside is fully DIMENSIONS IN INCHES ~Cutout in t 4 pie Shl undercoated, Model Length le left to ht Width h front to beth Counter Top P "o (t1h"Radius Feucel Wt Drain Opening Is 3V2 Inches Number OveaN Inside Loeb Com rtment confers Nolte Lbs �— 4"Center NOTES Six faucet holes furnished unless t. w � w o � -- --- -- e e c e otherwise specified. LTR-1822 46 22 t3' t6 T 45th 213" 6! 29 Two faucet sea ars recommended for 16 16 10 53�h 21�h 6 37 greatest utility. LTF-5422.10 54 22 4A LTR"6322.10 63 22 19 16 10 623y 213h 6 1 IWI IRA WAN LEGEND - ELECTRICAL (E) EXI&'i ING FO WALL MOUNT LIGHT FIXTURE C RECE55ED INCANDESCENT FIXTURE O LOU) VOLTAGE LIGH'P ;;IXTURE ` 5TRIP LIGHTING LINEAR INCANDE5CENT LIGHTING FLUORE5CENT LIGHT FIXTURE SURFACE MOUNT INCANDE5CENT KM HE,4T LAMP/EXHAL;5T FAN FIXTURE O JUNCTION BOX u� DUPLEX OUTLET lU 5WITCHED OUTLET 220 VOLT OUTLET —,I OUTLET STRIP a FOUR FLEX OUTLET WATER PROOF OUTLET N TELEPHONE OUTLET OO RECEb6ED 5%DE4KER U 5MOKF DETECTOR 1 TEL-EV16ION OUTLET O THERMOSTAT 0 EXHAUBT FAN DOOR BELL 51NGLE POLE SWITCH THREE-;,UAY 5lL'ITCH n DIMMER SWITrH THREE-WAY DIMMER SWITCH BREED CONTROL 6WITCH ' OA AUTOMATIC SWITCH HO5E BIB c� WALL HEATER ELECTRICAL PANEL C] VIDEO PHONE ♦ 5-PRINKLER HEAD LD IONIZATION DETECTOR ' ® HVAC 5UPPL1" QJ HVAC RETURN � i CfTYOFTIFARD CERTIFICATE CUPAOF IrCUPANI:; COMMUNITY DEVELOPMENT DF? CITYOFi16ARD PERMIT M. . . . . . . i OUP` 0 0060 TN'T ORFOON FRIM. PERMIT M. i PLA-90-0060 13125 SW Hdl6W. P.O.Soot 23397,Tipud,Drrgon 97223(503)839-1175 --. — -- DATE' ISSUE:DS 05/01/90 SITE. ADDRESS. . . t 8770 SW SCOFFINS S'T � F'fiRCEt..t 25102AA--02600 SUBDIVISION. . . . a TIGARD HIGHWAY TRACTTS ZONINOs CAD BL.00:K. . . . . . . . . . o LOT. . . . . . . . . . . . . 1261 CLASS OF WORK. sALT TYNE OF USE. . . xCOM OCCUPANCY GRP. oB2 OCCUPANCY LOAD e R 7' TENANT NAME. . . F Remarkisi Intrrrior remodel for new offices, coni. -rooms, TUALATIN VAP_LLY MENTAL HEALTH 8770 SW SCOFF' I NS T I GARD OR 97223 3 Phonw Nr C'ontractor i CONTRACTOR NOT ON FILE Pholl b; Roo b,. 0C.'CUparIcy of Che above re!fr+renced building is hereby given, and certifies the camplianc-e with the State Of Orwgon ':specialty Codeq for the group, oc panr_y, and ;e ender which the referenced rmit WA% issued. FIRE DEPA TMENT R F',UI,4W H0 OFF ICTAL. POST IN CONSPICUOUS PLACE Y,.,s:: .i..a+«v�L„'�ow"Y.•rrs-s..a�ar..+s.::+.,:, ..,.'T'1w.A-4"x. e^yy�erL.+"M .i :.•.,rw�r1G+i.�1t . h- ,W� ,-... _ ., ,-, ., ,. �PS%N vq� TUALATIN VALLEY FIRE & RESCUE >P ri �F� AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE 4Rf (J riq G`� (563) 526-2469 POSTED: OCCUPANT �(9�11►� �' ✓{ P Y� CONTRACTOR BLDG. PERMIT 0 PROJECT NAME , ) PLAN REVIEW di LOCATION ��) TM' C�D ,�✓5 JURISDICTION: 1= Be. 2= Du. 3= h.C.(, 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/RF.INSPECTION ATTEMPTED FIND' El Framing rr� Separation Walls Sprinkler System ElShaft L_1 Fire Dampers (Overhead/Underground) —J Alarm System FIood' Extng Systems El Conference El Spray Booth Ceiling Cover El Other amh - G 1 _ 7 Dates_ y` Inspector: INSPECTION NOTICE ., City of Tigard Building Department P.O. Bo: 23397 , Tigard, Oregon 97223 -7 �,- Phone: 6394175 / i C Type of Inspection Date Requested 14-1 ��' l'' Time A.M. —P.M. Address �-�w ��.•J Permit # - Owner Lot # Builder The following Building Code deficiencies are required to be corrected: C ____._ 71 Presented tr APProved Inspector ❑ Diapproved Date -- CALL FOR REINSPECC"" (� YRw v �✓��,�� `� �� 'j 1 L�� / �' -�.�' � G �l � ,� :�, ��,�..s- 1W WE q1 WUL am PROJECT NO. WASHINGTON COUNTY INSPECTION CARD - fft..,.....� DEPARTMENT OF LAND USE AND TRANSPORTATION PERMT NO. FOR IN;PECTIONS CALL: 640-3561, 24 HOURS \tt Q !l FOR INFORMATION CALL: 640-3470 DATE ADDRESS / ! ==� �' \ Nl� � PERMITEE DIRECTIONS PHONE NO. L BUILDING MISCELLANEOUSC2LUMB+�� ELECTRICAL ftq post/beam nail mobile home ground rain drain temp service fdn frame apron/ wood stove post/beam storm sewer cover 6 service sidewalk slab insul FINAL HVAC —tbp—oust FINAL FINAL qas test sewer USA No. OTHIP / APPROVED NOT APPROVED REOUESTED INSPECTION T P REPAIR AND RE-INSPECT APPROVED HOWEVER NOTE: �S O WORK UNTIL: ❑ I r _ J�W 14 1297, tJJfLL __ INSPECTED Br Ile, =" ?LL'y„� __ DA, VILUMBINCi PE.R1111 CITYOFTIFARD cny OFTW ARD� F,[7 Rill T #- V11 M90 0 0 7,-*i COMMUNITY 6 ,!ELOPMENT DEPARTMENT PERMI I n. RUP90-00C.'o 13125 SW I tall 81A P 0 Box M(V,Tigard.Ofegur,972?3(,NO3)I GN-41 75I)fa'T' S S U I-.D-. 04/23/90 -/'/o SW G(',OF-FJN5 'ST V10RCEL.- 25102AA-02800 T'R . . . . . . . . . .. . LOT . .. . . . .. . . . . . . . ..26 ............. GliOS' S OF WORK. A[A' (jARE4ACjF:' DISPOSAL.S. .. » MOI,'Q..E HOME SPACES. I YFIE (Jr` LISE :C;011 W)SHING 11OC14.. - B()L F I 1 0 W P R,E V 11 T*R S. (JCCA)PONUY GRP. . B2 c:'L.COR DRAINS. 'TRAPS. .. 15. W 0!1.'.R I-I E*.A'T E R S. CATCH BAS INS. FJ X'T*U R E.13 I-AUNDRY Sr; RAIN DRAINIS. .. .. . .. SINKS. . . . . . . . . . : 1 1.11;T N(I I.-(: . . . . . . . . . . . . GRE-ASE TRAPS. .. 1.-()Vf)'l ORI ES. . . .. . . O'T H E R V.1 X'TU R E S. . . . .. I'U D/S H 0 WE R S S E W ER I I lql:,:: (ft) . . WA'T'ER CLOGEV -�,- W(-)'rE-R LINE. (f t) - - 1)1.S I-i W(I S 1-4 E R S.. R0111 DR(411,1 (f t) Renia-f*S: Otlief''. ca-(,iTikirig fOL111taill Irite-ri.o-v -renic)(iel for "Iew 0-ffiCes, c'(:"If - f,cic'nis, ete. 0 w rt c-4 r 9 .. ............. TUPLATIN W41-A.-EY MF*N'I*(-11.- type aniot.11-it by (late -v e c,1:)L 13'/10 SW SCOFF"INS 26. 25 JI-H 04/21/90 I--,R M I' $ P5. 00 rIGAR1) 0R 97223 5r,cl, R 5 1-:1ficil-le #- uc)i,it-rautc)-r . ............. 11%ENNEDY 1.3985 SW F:(-)RMINGT'(Jl,l ROW) BUIVERI'ON (111 91005 5036,43553!:*5 2f:,.2`:, I'OTAL. 1.0961 REAUIRED INSPEUTIUNS This permit is issued sub)ect to the regulations contained in the Top--ot.(t Irisp Tigard Municipal Lode, State of Ore. Specialty Codes and all other Tvispec,tiori ............................ applicable laws. All work will be done in accordance with ............... ......- approved plans. This permit will expire if worl, is not started within IN days rf issuance, or if woTI, is suspended fur more than 180 days. ....... ................. ........ Perrnittee [SSUeO DY: ....................................... ............................................................ .............. Ca11 `or it-Ispeetiaii - 639-4175 C-TTY OF TIOARJ) PP-CEPTNO. 14APIE1u+'NNEUY PLAMBI NO CHFUK' AMOUNT ADDSESS 13M-35 sw w) CASIA At'10(,.JtJT S ;qDV,QSlc'fq L,L 8770 SW l-,iCOFF 1 iF'IIF;F't'1�F OF F::'AYMENT AMOLIN f Po[D PUPF'O'Sr (IF P AM01,04 I' F f-1 I Pl.I 215.no 31'. EU.t I-0 TUALATIN V,;LLEY FIRE & RESCUE aJpy t7 �t�` AND _B_ EAV_ ERTON FIRE DEPARTMENT_ FIRE MARSHALS OFFICE 3) 526-2469 POSTED: 9�&RES OCCUPANT _ _ �— CONTRACTOR BLDG. PERMIT d1V PROJECT NAME 1+(' I 1 �V .�l �� _ PLAN REVIEW it LOCATION ^��( ) ryr,[� Ge t" T! 1/S JURISDICTIGN: 1= Bc. 2= Du. 3= K.Q;. - 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= PIC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL 11 Framir:g ❑ Separation Walls ❑ Sprinklnr System ❑ Shaft ❑ Fire Dampers (Ovethead IUnderground) ❑ Alarm System ❑ Hood' Extrug Systems ❑, Conference El r L-1 Spray Booth L__J Ceiling Cover Othet Dat Inspector: ,, JOHN W. FINKLEA. . ARCI=1TL,CT■ AE --�-_ _ - -- ----��- --`--- ■ SU1TI�G.A.4 + Pf►R1'L.AND OR 97201 r 5o3-2"17222 SW- HARRISON City of Tigard Jim Jaquith Bureau of Ruildings 132.25 SW Hall Blvd . Tigard, Oregon 91223 Dear Jim, This is to address questiorjL; that were r:lise(I by your office concerning the assembly that was built at. Tuaiitin Valley Mental c oncer Center or, Scoffinns Road . A 3 1/2 " metal stud wall was 1/2" wall to o a iti indicated on the plans which has ingbeedcohoT fram2 es . 1+ m enclosing accomkidate the r.eusinq cf excng data that will indicate we have exceeded requirements for a one rating required. for. a corridor of this sting hour wall which is laboratory nature . I 'm also er a statement ►��r the testing thickness than what is indicated. on that indicates any V 1 ' cePds test data requirements . the test data means If you have any questio - _case don' t hesitate to call me . Please consider these documents to be a part of the permanent set of documents . sincerely, / RECENED � npR 21990 '� C�4IMLNIT'(pE�![l.t;NMENI John Finklea Architect n4/Jf 10880103 . 02 t, �, �rtvy.Y'� j 1✓i'. � u; }.Aeif,G. Xt"; a t •� s v - i ��C 1 ��'�2ln�','kT6t r. t�'i'�� •S'' :�5• Iy'�.,SV'r .�f�'. �u. �, ,i �. i sa.+t,' �.,`,w.�:. - USE OF.MANUAL i. i t�*' ,�{•z; ��ypp�� t•j w.•r r r.... r jyA�SM1Kldt,;.rN� —_, —.�—J �._ 'A'- - Yl ti �1� �l. A./['ir..IM�,'S.i�L�N1J �•J.�.i.II.�w..., .. ,_. Table Il Generally, code authorities allow the distance between Sound Tertinq Laboratories parallel rows of studs, such as in a chase wall, to be in- creased beyond that tested without affecting the assigned ACI Acoustical Consultants, Inc. classifimtions- BMS Building Materials & Structures, Floor-ceiling and roof-ceiling assemblies in the manual National Bureau of Standards were fire tested at less thu,36 inches total depth.flowever, BON Bolt, Beranek and Newman. Inc. the total depth of the assemblies, with directly attached OGL British Gypsum Limited or suspended ceiling membranes, may extend beyond 36 CK Cedar Knolls Acoustical Laboratories inches without affecting their fire resistance classifications. DAC Domtar Research Center G&H Geiger and Hamme PERIMETER RELIEF INTEST International Acoustical Testing Laboratories Engineering studies and fire tests have been conducted KAL Kodaras Acoustical Laboraiories (Presently known as Electrical which determined that perimeter reliet systems can be us- Testing Laboratories, ETL) ed In most aonload-bearing partition systems without reduc- KG Kaiser Acoustical Laboratories ing the fire resistance classification already establishcZ for NBS National Bureau of Standards these assemblies.The tests were conducted in acconiance NGC Nation,:) Gypsum Qompany's with ASTM E U9 and utilized relief systems as detailed Gold Bond Acoustical Laboratories in the sketches on page S.Other similar r!' ;toms are OCr Owens-Corning Fiberglas Product available from various manufacturers. Testing Laboratories OR Ohio Research Corporation SOUND TESTS RAL Riverbank Acoustical Laboratories USG United States Gypsum Company Acoustical Research Center Assemblies are grouped in ranges according to their WEAL Western Electro-Acoustical Sound Transmission Class(STC).The higher STC ranges Laboratory, Inc. are listed first. All of the sound tests shown have been con- WHI Warnock Hersey International, Inc. ducted according to the requirements of ASTM E 90 for laboratory tests or ASTM E 336 for field tests-The designer must adhere to specified materials and construction details for sound rated assemblies, particularly In plaster Test details and results issued 1: the accredited ageu- assemblies, since substitution of lightweight aggregates for cies listed above are on file and a summary may be fur- sand or reduction of sand proportion in plasters may Wished by the Gypsum Association or the appropriate test �4rS TTI the THE ASSEMBLY,AND S ENPTIRE OPEN- sponsor on request. PERIMETER, MUST BE SEALED AIRTIGHT. SEE FIRE TESTS SECTION ON SOUND INSULATION, PAGE IQ MECHANICAL FASTENERS MAY NOT BE All fire resistance Classifications described In this manual SUBSTITUTED FOR ADHESIVES WITHOUT are based on full-scale fire tests conducted in accordance ADVERSELY AFFECTING THE GIVEN SOUND with the requirements of ASTM E U9 (as amended and RATING. THE SPACING AND NUMBER OF In effect on the date of the test) by recognized Indepen- MECHANICAL FASTENERS CAN BE OF GREAT IM- dent agencies. Erre resistance classifications are the result PORTANCF IN ACHIEVING A GIVEN SOUND of tests conducted on assemblies made up of specific RATING. materials put together in a specified manner. Details of sound tests Issued by accredited sound testing When designing and building to meet a given fare laboratories are on file and a summary may be furrished resistive requirement, caution must be exercised that each by the Gypsum Association or the appropriate test spon- assembly is constructed as specified in the test referred sor on request. by number and laboratory, and that the materials are equal to those rite. tested. All fire resistive assemblies LIMITING HEIGHTS (Noniciad-Bearing) should be foe-stopped in accordance with the prevailing building code requirements. Maximum height limitations are given for most nonload- Although each fire tesied partition assembly was tested bearing partitions. In instances where no height limit is with the indicated stud depth,most code and fire authorities given for special purpose partitions, such as movable or will extend the rating; to greater stud depths. shaft wall systems, the manufacturer should be cousulted. 4 u3„ 28.90 10:32 'x'503 641 4449 - GYPSUM CO. QI004 ,WALLp. ANQ INTERIOri PARTITIONS, NONCOMBUSTIBLE ' h � ;+�� f Fire Sound GA SKETCH AND DESIGN DATA Rating Rating Fite r STC No. DETAILED DESCRIPTION Fire Sound Construction Type: Gypsum Wallboard, Metal Studs Base layer 3/0”square edged regular gypsum wallboard or back- r _, ing board applied parallel to each side of VA" metal studs 24" 50 o.c wtth 1" type S drywall screws 1c" o.c.in each stud and top & bottom track. Face layer 1/i" type X gypsum wallboard, or Thickness: 41/4" to WP 1053 veneer ba5P,Or pn2decorated gypsum wallboard applied on each Limiting Height 1310" 54 side parallel to studs with 13/1" type S drywall screws 8"o-c-to Approx. Weight: 7 psf top and bottom runners only.I_Hminating compound in 3/a'wide Fre lest: ULC 74T164, Uesigr• i4k: continuous beads 12"ac-used between base and face layers. 4-10-15 Su Iger joints 24"each layer and side.Sound tested using 31/2" Sound Test: CK 8104.02, 2.3.51 glass fiber friction fft in stud space (N1.13)_ Construction Type: Gypsum Wallboard, Mineral Fiber, Metal Studs' One layer 112"typp v -1psum wallboard or veneer base applied WP IUM parallel to Each aide of 2112" metal studs 24" o.c with t" type Thickness: 31/2" S drywall screws 9" o.c. to edges and 12" o.c-to intermediate Limiting Height- 13'5" studs-2"mineral f0er 2.5 pef friction fit in stud space Also fire Approx. Weight: 5 psf l tested with Ph" ma,eral fiber 3.0 pcf stapled to board In stud Fre Test: FM WP 51-1, 9-22.66 spaces. Stagger joints 24" o.c each side {NLB) Sound Test_ PAL TL 69-42, 10-17-69 Construction Type: Gypsum Wallboard, Metal Studs1 �- )1k7 One layer %J' proprietary gypsum wallboard or veneer :...�• ry typ,; X YP A WP 1076 base applied parallel to each side of 21h' metal studs 24"o.(,. Thickness: 33<4" (d, w) with 11/4" type S"drywall screws 8" o.c. around perimeter of Umfting Height: 13'5" assembly and 12 o.c- at board edges- Wallboard fastened to Approx, Weight: 6 psf Intermediate studs with continuous 1/4" beads of adhestve or 17114" Fire Test: ULC M-55, Design W409, type S drywall screws 12" o-r- 23/4" glass fiber 0-65 friction 1.9-71 fit in stud space. Stagger joints 24" o.c. each side 8) Sound Test: DFIC 7J-?�, 1.8-70 HR - - - --- ___ .__- _ CnnGtructlon 'Type: Gypsum Wallboard, Metal Studs Fre ;gide One layer Li/a" type X gypsum wallboard or veneer base applied 1 j 45 parallel to reach side of 35A" metal studs 24" o-c- with 1" type S drywall screws 8"o c to edges and vertical joints and 12"o.c. to to intermediate stuns. Face layer 5/8"type X gypsum wallboard 4� WP 1080 or veneer base applied on one side parallel to studs with 111A, �rire Side type S drywall screws 8' o c. to edges and sides and 12" oz. Thickness: 51h" to intermediate studs Apply 1/a" beads of laminating compound Limiting He'ght: 17'3•' T'oc-to full field of face layer. Staggerjoints 24"c--.each layer Approx. Weigrit: 8 psf and side- Sound tested using 3'/2^ glass fiber in stud space. Fire Test: OSU T-3240, 10-1-65 (NL8) Scund Test- RAL TL 7712, 10$76 Construction Type: Gypsum Wallboar,', Metal Studs �--�--�--- Eiase layer 'A" gypsum wallboard a Need parallel to each side of 1510" metal studs 24" o c. with 1" type S drywall screws 24•' I Thickness: 31/0" WP 1090 o.c. to edge_ and 36" c.c. to intermediate stids. Face layer '/s" Limiting Height 1010" type X gypsum wallboard or venter base applied on each side Aporox Weight: 7 psf parallel to studs with 1%" type S drywall screv-.N 12" o.i: Stag- Fre Test: UC, 12-28.65 ger joints 24" o c each I Iyer and side. (NLS) Sound Test: ACI 7-1152019c, 12-29.65 Construe0on Type: Gypsum Wallboard, Metal Studs Base layer 1/2" regular gypsum walihoarc! or veneer base ap- plied parallel to each side of 15/0^ metal studs 24" o.c. with 1" _ WP 1110 type S drywall:crews 12" mc. Face layer lis" regu,27gypsum Thickness: 310" wallboard or veneer bas( applied on each side parallel to studs Limiting Height: 1214" With 1%" ^type S drywall screws 12"ma Stagger joints 74"op- Approx. Weight: 9 psf each layer and side. (NLA) Fre Test: UC, 9•-?'484 Sound Test: v,G 374, 6-24-66 I" wt "M TL lw W ' ei u0-28 '90 10:99 $503 641 4449 _ L'.S. g'-p—s m 0, X1005 _ � =,s .''�:' _-qF^th. i. rii y 4 -�"�� ,?'�.,i<'.1•e. . '}�1'�',(�}wJ.+R"�s ''�, r - — 17irr; Sound �GA SKETCH AND DESIGN DATA Jat,ng Rating File Fire Sound STC Ro. /DETAILED DESCRIPTION Construction Type: Gypsum Wallboard, Metal Scuds C ...sayer%"type X gypsum wallboard or vineer Case applied WP 1340 parallel to each side of Ili/$" metal studs 24" a.c. with 1" type Thickness:PVa" S drywall sc,_as 8" o.c. to edges and 12"o.c-to intermediate Limitino Height: 10'0" studs. Stagger joints 24" o.c. no opposite sides. (NLB) Approx Weight: 6 psf Fire Test OSU T-3296, 10-1-65 Sound 'fest: RAL TL 64-244, 5-8.64 Constructloo Tyne: Gypsum Plaster, Gypsum Lath, Metal Studs t--W WP 1370 Vk" 1:2 gypsum sand plaster applied over each face of 3/8"type Thickness: 41/4" X gypsum lath attached at right angles to each side of 211a"metal Limiting Height 1',16" studs 24" o.c. with two 1" type S drywall screws and two butt Approx. Weight! 14 psf joint clips per lath at lath ends. (NLB) Fire Test: UC, 1221-65 Sound Test: RAL TL 63-268, 84.63 35 Construction Type: Solid Gypsum Plaster, M, .l Lath, " t0 Metal Channel Thickness: 2 = Urniting Height- 1216" 2" solid 1:1-1:2 gypsum-sand plaster applied over 2.5 Ib. metal 39 WP 13Lil lath wire tied 6" or. to Y4" cold rolled channel studs 16" o.c, Fire Te. Weight 18 psf Fre Test OSU T129, 3-16-4A embedded in plaster, (NLB) Sound Test: BMS 1441523, 2-2855 A NBS Monograph ?i, 11.30-64 Construction Type: Solid Gypsum Plaster, Metal Lath Thickness: 2" WP 1390 2" 1:2 gypsum sand plaster applied over each side of 3/8" rib Limiting Height: 1010" metal lath to form 2" solid studless wall (NLB) Appiw. Weight: 18 psf Fire Test: OSU 7162, 4-26.51 Sound Tess: BMS 144/527 2.25.55 R NBS Monograph 77, 11-3064 31 Construction Type:Gypsum Plaster,Metal Lath,Metal Studs Thickness: 31/0" WP 1400 %" 1:2-1:3 gypsum-sand plaster applied over 3.4 Ib_metJ lath Limiting Height: 810" wire tied Off o.c.to each side of 15/a'open or punched web,netal Approy_ Weigt,r 18 psf studs 16" o.c. (NLB) Fire Test: OSU T-1511, 9-23.80 Soun,' Test- RAL TL 61-2, 9460 TUALATIN VALLEY FIRE & RESCUE AND REAVERTON FIRE DEPARTMENT 4755 S.W. r,riffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469 • FAX 526-2539 March 8, 1990 , John W. Finklea 222 S.W. Harrison, Suite GA 4 Portland, Oregon 97201 Re: Tualatin Valley Mental HeaYt.h 8770 S.W. Scoffins Tigard, Oregon Dear Mr. . Finklea: This is a Fi-e and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1. Verification of Fire Resistive Door Assemblies: Doors 02, 03, N , 022, 013 and 4121+ shall comply with Uniform Building Code Section 3305(h) . Note: If these door assemblies are not rated, however, are of solid wood core construction, this department is willing to accept them provided closure, and smoke gaskets are installed. 2. Twenty Minute Rated Door Assemblies: All twenty minute rated door assemblies shall b-equipped with self or automatic closures and smoke gaskets. 3. Firpstopping: In all wood framed wF.11s and partitions, fir.estopping consisting of 2-inch n,)minally-s4zed lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to rrevent the passage of flame. UBC Sec. 2516 4. Exit Door Hardware: All doors shown on the drawings mu,t b,: openable from the inside for i.mm diat.e exit at all times without the use of a key, special knowledge, or effort. UBC Sec. 3304 "Workfns"Smoke Detectors Save Lives John W. Finklea March 8, 1990 Page 2 s 5. Exterior Exit Door: Hardware for the exterior, doors and key operated deadlocks may be permitted where r.here is a sign pasted on or over the door reading, "THIS DOOR MU�1' REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less ian one-inch in height on a contrasting background. UBC Sec. 3304 6. Address Required: The tenant space nun.ber must be prominently displayed on the street trot where it is readily visible r drivers and officers of res onding fire apparatus i emergency vehicles. UFC Sec. 10.208 7 . Fire Extinguisher Requirements: Not less than one (1) approved fire extinguishers with rating of not less than 2AlOB:C shall be provided for each 3.000 square feet if floor area or fraction thereof. The travel distance to an .xtinguibher from any portion of the building shall not exceed 75 feet. ilFi, Standard 10-1 8. Approved Plans' on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this offi^.e must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. VBC Sec. 303 9. Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me Et 526-2502. Sincerely, � Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department 4WAVILVAWi FTIFA RD �,WARDCITYO COMMUNITY DEVELOPMENT DEPARTMENT 13125 SV.14d Blvd P.O.Bac 23997.TIPM,Oregon Q7?L9(EM)64175 ----- ----_--- -_ -------- - - l— CITY OF TIGARD - BUILDING PERMIT PERMIT #. . . . . . . BUP90-0060 PRIM. PERMIT #. : BUP90-0060 DATE ISSUED: 03/06/90 SITE ADDRESS. . ., : 8770 SW SCUFFIN3 ST PARCEL: 2S102AA-02800 c ZONING: CBD SUBDIVISION. . . . : TIGARD HIGHWAY TRACTTS BLOCK. . . . . . . LOT. . . . . . . . . . . . . :26 ---------- __ ---------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION- CLASS ONSTRUCTIO -CLASS OF WORK. :ALT FIRST. . . . : sf N: S: E: W: TYPE OF USE. . . :COM SECOND. . . :4028 of PROTECT OPENINGS?---------- TYPE OF CONST. :5N THIRD. . . . : of N: S: E: W: OCCUPANCY GRP. :B2 TOTAL------:4028 sf ROOF CONST: FIRE RET?: OCCUPANCY LOAD:87 BASEMENT. : Bf AREA SEP. RATED: STOR. :2 HT. :20 ft GARTGE. . . : Bf OCCU SEP. RATED: BSMT?:N MEZZ?:N REQD FETBACKS----- --- REQUIRED-------------------- FLOOR LOAD. . . . :50 psf LEFT: ft RGHT: ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR:Y PARKING: Remarks: Interior remodel for new offices, conf. rooms, etc. --- FEES -------------- Owner: -------------------------- JOHN W. FINKLEA, ARCHITECT type amount by date recpt 222 SW HARRISON ST SUITE GA-4 PRMT $ 328.00 PLCK $ 213.20 PORTLAND OR 97201 FIRE $ 131.20 Phone #: 248-0617 5PCT $ 16.40 PAYM $ 344.40 JLH 02/20/90 3.07406 Contractor: -------------------------------- PAYM $ 344.40 JLH 03/06/90 CONTRACTOR NOT ON FILE Phone $ 688.80 TOTAL Reg . • : - REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Framing 4. Tigard Municipal Code, State of Ore. Specialty Codes and all other Insulation Insp applicable laws. All work will be done in accordance with Gyp Board Insp _ approved plane. This permit will expire if work is not started FinalInspsusp ection within 180 days of issuance, or if work is suspended for more Pection — r_han 180 days. ---�i Permittee Signature: _� , Issued By: _ ----- -- - — ---- - Call for inspaction - 63,1--4175 I 7 C.17Y OF TIBARD RECEIPT OF PAYMENT !f�CC NO: 001076-20 t.a�t. AMMOUNT : '44. 40 TUALAT I.N UALLE i MENTAL CASH AMOUN f s .00 ;ESS: HEALTH CENTEF PAYMENT DAT'f s 03-06--90 NC+PTLANU, Of, 'Z72. ° 8LOC►: NO/ADDR: 8'771;, SW 31COF'FIN8 OF FA VMENT PAYMENT AMOUNT PAID l.1 IhIG�FEF'111ta00—U0601 _. . __....__. `B.CIq =:'BATF BUILD FEE11I7�TA_._'y..i _...___._16.40 I i I I I TOTAL. AMOUNT FAIR - — — ?44•.41.+ I I l CITYOF TIFARD OREGON March 6, 1990 Gary Danielson John Finklea Architects 222 SW Morrison St., Suite GA4 Portland, OR 97201 Project: TV Mental Health, BUP90-0060 8770 SW Scoffins St, Dear Mr. Danielson: The plans for this project were reviewed for conformity withapplicable codes, and are approved. Please submit plans which show any changes or additions to the mechanical or Plumbing systems. Separate permits are required for any such work. Thank you for your cooperation. You may get the building permAt for the. project at your convenie.,rce. If you have questions, or if we may be of assistance, contact us at any time. Sincerely, zz� m Jaqua� Plans Examiner FAX (503)684--7297 13125 SW Hall Blvd,RO.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----.- ' I I I I CITY Or: TIG(if-J) F"HEIF'T OP F',*iYMENT h:F:C Nfls 0010741J4 CHER- AMOUNT a ".44.40 NF4111 s JOH1 j W. F I Nk..l_Er4 CASH AMOUNT s .00 r'4011rE55s HARP130 d PAYMENT N? TF i 02-2-0—PO SUITE 0-A4 BLOCK M0iAl-DRI I POP'TLANO, OF, a' 01 EB770 Si.W )(',OFF INS PURPE13E OF F'AYMENT AMOUNT PAM Pl.lPF'NE Cr- PAYMENT AMOUNT PAID FLAN Cr1E`GI F'FE:' {::-44C) 13.20 1'UAL.a7IW VAl_i_'r FIF'4: & r�E=SC:U 1'it. `0 i i f!-hlhtk -r rll_) I `I TOTAL AMOUW F,kltl - ._ - •d4,41 c panim T MANNA!. 1 Specifications For : TUALATIN VALLEY MENTAL HEALTH CENTER 8770 5outtl Scoffins Street Tigard, Oregon 97223 January 22, 1990 John W. FinY.lea ARCHITECT 222 S .W. Harrison St . ' Suite GA-4 Portland, Oregon 97201 ( 503 ) 248-0617 IEE O-JECT MANUS Specifications For : TUALATIN VALLEY MENTAL 'HEALTH CENTER 8770 South Scoffins Street 'Plyard, Oregon 97223 January 22., 1990 John W. Finklea ARCHITECT 222 S .W. Harrison St . Suite GA-4 Portland, Oregon 97201. ( 503 ) 248-0617 PAGES BIDDING REQUTREMENTS 00010 Invitations to bid 1 Instructions Co bidders 00300 131d Form ____._____.____-____--__-_- ___ _ __ 2-3 Agreement Project Forms CUNDITIQNS OF THE CONIRACT 00100 General Conditions (AIA A201, August 1978 ) 1-2 00800 Supplementary General Conditions T _ 1-4 SPECIF'ICATIQNZ DIVISION 01000 . GENERAL REQUIREMENTS 010i0 Summary of the Work 1 01200 Progress 01300 SubrnIttaIa 01400 Testing _ -- _ -- ----- —----- -- - ---- 4 01500 Temporary Facilities and Controls 5-7 01600 Materials and Equipment _ _ -- 6 01700 ProJect Close Out _ ___---` - �_-- --^� __- 9 DIVISION 02000 . SITE:WORK NONE 07.1.10 Demolition DIVISION 06000 . WOOD AND PLASTICS 06400 Millwork 1-2 MW in M113L�� DIV. )N 07000 . THERMAL AND MOISTURE PROTECTION 1 07200 nsulation -- - — - - — --- - --_ 2 07600 Sheet Metal --------- 3 07900 Sealants DIVISION 08000 . DOORS AND WINDOWS 06100 Metal Doors and Frames ____-.------- ---- — 1-'2 3 08200 Wood Doors -- ---- --- -- 4 06500 Meta 1 Windows ---_ -----_-__---.-----_____ - - 5-6 08700 Finish Hardware —_ —___._ -�--- -- --- 08850 Glass & Glazing ---- -- -- -- — -- — ---- -- -- - DIVISION 09000 . FINISgES 09110 Non-Load Bearing Wall Framing - - ------ - 1 2-3 09250 Gypsum Drywall - - 4-5 09650 Res 11 e n t Flooring 6 09680 Ca r pe t i n y 09900 Painting -- --- ---- __ --_---- - - . �._- - --- -_- 7-8 q 09950 Su3pended ceiling system _—_—.._--- ------ -- - DIVISION 10000 . SPECIALTIES 10400 Identifying Devices 1 10800 Toilet and Bath Accessories --- -- ----- - 2 DIVISION 15000 . MECHANICAL 15010 General provisions 1 2--5 15400 Plumbing __ _ -- - - -- - --- - --- - - - -- -- - 6 15410 Flumbinq Fixture DIVISION 16000 . ELECTRICAL 16000 Electrical _ 1 16500 Communication Systems __.__._-_-..._ ---- 2 1 1 a • 00010 . TINVITATION TO B1D O1 . Single contract lump sum proposals are invited for the renovation for T.V.M. H.C. at 8770 S .W. Scoffins, Tigard, OR . , 9-1223 . 02 . The Owner is Tualatin Valley Mental Health Center, 'Tigard, Oregon. 03 . 'Thp Architect is John Finklea, Architect, 22.2 S .W. Harrison, Suite GA-4, Portland, Oreqon 97201 . Telephone 20-0617 . 04 . Proposals will be received by the uwner nr, later than February 6, 1990 at the office of John A. Finklea, Architect . 05 . Bidding documents may be examined at the office of the Architect . 06 . Bidders may obtain one set of biading dccuments at the Architect 's office upon deposit of $25. 00 . Addit-tonal sets and partial sets may be purchased from the ?.rc.hitect for the cost of reproduction. 07 . Proposals must include a stipulated completion time . Failure to complete work on time will. Incur liquidated damages . 08 . The Owner wishes to occupy the building by April 1, 1990 . 09 . The bid will be closed with a decision by the owner within 1 week after bid submittal . INVITATION TO BID 00- 01 00300 . BID: Tualatin Valley Mental Health Center 8770 South Scoffins Street Tiqard, Oreqon 97223 1990 DA'Z'E:: TIME: No later than 10 : 00 a .m. 0 SUBMIT TO: GENTI,EMF.N : The undersigned has careful.ly exanined the Biddinq Documents, has made an examination of the site of the proposed work and has made investig-+tior13 necessary to determine the conditions to be es encts countered . all executionitoedcompletesthe twork furnish ferthelsumrod�: andd pp ® BASE 6�D Dollars and cents and to be bound by the Biddinq Documents : Invitation to B'.d Instructions to Bidders Supplementary In!7t uctions to Bidders Bid Form General conditions Supplementary General Corjitions Specifications Drawinqs : A.rch+ tPetural : Sheets A-1 through A-8 Electrical : Sheets E-1 B-1 The Base Bid may be lncreast, in accordance with the Alternates described in Division B-1, and listed below, as may be selectee by Tualatin Valley Mental. Health Center . gl��ernate No . � Faint entry walls with ors coat of Eqqshell enamel 0212 & 0213 . Add_ -- D o l 1 a r s . ( $ - ------ -- ---i - - (l U O 1 BID FORM Alternate No . 2 Provide metal stud wall with 5/8" Gypsum Board each side, with 2 ' -0" x 6 ' -8" x l ' -3/,," WD door . wiLh Timely Frame, with Hardware Group E. See Floor Plan Rm. #22.2. . AlteLnate No. 3 Install U. S .G. "Ther.mafiber" in interior wal:.s instead of R •11 F.G. Batt . Dollars . ( $,__—.._ The bid will be closed with a decision by the owner within 48 hours after bid submittal . The undersigned agrees to gold this proposal open for ten days following bid opening, and to enter into and execute the Agreement ii awarded on the basi3 thereof . The undersigned agrees to order all products specified under this contract and commence :pork within ten days after the execution thereof and that he will have the work substantially complete _ _ _ it is understood that time is of the essence _ and in order Vto avoid undue hardship upon the Owner the time designated should be a prime consideration in the award of the contract . The undersigned agrees that if the undersigned falls to execute a satisfactory contract, then this prcposal shall be null and void . They undersigned agrees that the owner reserves the tight to obtain legal counsel before award of contract . The name of the firm submittinL; this proposal is ( Signature ) _ (Name and Title of person signing proposal ) Telephone Number Dated this day of 1990 • END OF BID FORM HID FORM 00-03 KIWJ�NW.JLRFAVWA .or IN IV MWARR 00800 • SUPPLEMENZMX GENERAL CONDITIONS Abbreviations of industry associations . AITC: American Institue of Timber Construction AASHO: American Association of State Highway Officials ACI : American Concrete Institute AIA: American Institute of Architects AIMA: Acoustical and Insulatinq Materials Association AISC: American Institute of Ste-Ll Construction ANSI : American National Standards Institute APA: American Plywood Association ASTM: Americas Society for Testinq end Materials AWI : Architectural Woodwork Institute AWPI : American Mood Pieservers Institute AWS : American Weldinq Society i3HMA: Builditiq Hardware Manufacturer 's Association CRA: -.11fGrn1a Redwood Association ^S : Cimmercial Standard DFPA: Division for Products Approval FGMA: Flat Glass Manufacturers ' Association FHA: Federal Housing Administration FS : F�di:ral Specification ICBO: International Conference of Building Officials NAAMM: National Associatio,.., of Architectural metal Mar. facturers NFPA: National Forest Products Association and National Fire Protection Association NWMA: National Woodwork. Manufacturers ' Association OSHC: Oregon State Highway Commission PDCA: Painting and Decorating Contractors of America PS : Products Standard TCA: Tile Council of America SUPPLEMENTARY GENERAL CONDITIONS 00800-04 i)cj 1 c:►� SUFF^LEV AF'Y i5ENCRAL__!ONRT T IONS The f•::•l l .wing supplements modify, change, delete frovi or add tr_, the "►3eneral i_onditions of the Contract for i.:.-,nstrLACtir:,n ' , AIA Document A :41 , 1"hirteenth Edition. Where any Article ..f the General nditicns is !nodi `i ed or any Par aqr aph, Subpar aqr aph or ►:'. ause t her e•t f is mod i f i ed c,r deleted by these Supplementary ►." '�� tions, the unaltei-d previsions of that Article, Paraclraph, Subpar4graph or C:1jtusr-: shall remain in effect , ul . ParkgrapFi, i . 1 .�the W��rk�--Add the follewinq: "This. contract shall e.."clude works specifically indicated ar-i. not irl corrtra�.t i12, " 1 , 1 . 5 'Approved' means approved in writing by Arr.hitect . 'Selected' ui&,�-os selected by Architect . 'Directed' weans directed by Architect . ' Indicated' meats inc'i sated by c—ontract documents, 'Required' means egUirc-d by ar_rthoritii: having jl.rr i sd ic t i on. ,Necessary' rijeans nec.,ssary to acRlieve the intended result . 'F'revide' means furnis;l and install . 'FLArtll sh' means pay for and deliver t,-, j,--,b site stc gage. ' Instal I ' rllearls remcive frc,m job site 5uorage, install , connect and adjust . " Project Manv.al : The Project Man�_ral is the volume which includes the bidding requirerrierlta, sample forms and certain c.f tile Contract DOC Ufflents su,-h as the Cont ract and the Specifications. c70. Faraq_rsAph ice. E_tircuticn. C��r_r_e1atic,n at d Intent . 1 . _. '2- Add the fe1110wirlq: a. Referenced standards shall nieaJl the edition current on the "Referenced ,_f these dcCUments, L.crlless otherwise indicated. Much standards are a part c,f these sni;-,-ifications, If choices or options are contained therein, selection will be made by the Architr�ct . " b. "Wherever it, these dcicuroents a prc,duct is referred to in the singular number , such refer-ence sh,:kil include as many =_such itemi as a.rr irid icated or requir+-d to complete the wc,rk. i►4. Far agr p►1 3. 3App_licati.orls --- for F'a ?�:nt�____9, .oto_ Add the a. "Five percent <5%.) of ti;e aroclunt c„ tale 17ompleted work: on each application will be rc•taineu until `final payment . " Li. "The Owner may reduce th4& retairlage if .hr resr_cltinq amOUnt i , nOt I eSS than GC.► percent cif the uni-i Pr!lpl eted work, " 05, Paragrapj 333_ ,_Fi_na1�=orr1p.l_etioncindFi_nal_ Payment-- Add the f,al l ow na: a. 1613. 9. 6 Final payment is due 4E• days after date c.f final ,:ertificate fer payment . " SUPPLEMENTARY GERNERAL GOND I T I",4g �►�r 11)11-�►1 TA the. word I'maintain" , the first line1 es lic--erised to dO insert t�je wcords "it, a rorctpatiy or c is 1.D.:ated". I t�lz. state it, WFlir hUS1tI+-SS 1I _jI the Pr 1 e-.-.t Ll ability ItISUrance shall iticltidl& all Major -1 -4 Q I& and b --m .- op r eh 4-ti s i v e basis ,j i vis c,-ver including: S--,-:/U p is ap p c ab I e) I Pi e ro I s,&s Op err at i I:'I'l s I tI 1-1.Lt d i r, I tj d e p e ri d e n t I::s-I tj t r a t -I r I s Pr t e 1:t i v e 3. Pro-Dducts and I,_.:oroipleted Operaticitis; 4. F',i:-r s I-,rl'a It, jury Liability with En-ipl,-_1Yr1-1etIt Exclusion del. et ed; fied provisicit' f r J. P e C I r-ic.ntractc.r ' s oblioati,-Dtl under Paragraph 4. 10. 6. Owned, ncrl awnedacid hired rootcl-i- voAIiclt;--s; 7. Broad F o r ri-, Pr-nperty Damage including I::,Drjjp let ed Oper at i ons; 8 . Urtibr el I a Excess L 1 ab i 1 j t Y Add the lause to 11 . 1 " ' The n sur ano:e required by Subparagraph 11 . 1 . 1 shall be writtet, for Ilclt s than the following, .:or fly-eater i f requiYrd bylaw: UtIdefarC.-Und I.X.CI.U Add the fc-llc-wi!'Q- : 07. extra wol-k sh,9111 to- resulting t i tl a f r cim "Tile Owner res rverhead and p I----,f i t - it)ClUde at) cif 12 percent _1 Overhead shall it)ClUde in,- identals- genera? -office e,';Pellse, iterois tic-It itlClUded in 'COst ' - it) a c -q,.,plete bteakdown ,Ir.Dsts and credit shall bf- subriiitted fcir c,:ist prcopcosals estiritatitla sheets f c.r F1 I. T h t tc, the Architect . Labor shall be sii,all be made available mat ey i a 1 and/co- b r---,k e n C,U t and allocated t I--- each i t e("I cif sf,rVICfrs. I::c,n t r a I-c,r ' S overhead c n d p r I--f i t shall be 5,J,c.w n a5 -n it is nerc-ssary tc. &,tthor ize a choat)Q'7:� a shal I be separate iteffi- wIlf Rtl iteri-iizt�d estifilate 1_Jf on a I-I- jst plus basis, sub oi t ttc j indice,tir'Q the Probable 1-h-At"cle it' the total '-'-est, , rif the -iroject . " Add the f-7-llr-IwitIQ: 0@. c 1 e Liquidated Damages. " 1,9. D.). I The Owt.er will SI_IffeY fina t1rial lass if the project is I.I.Dt substance ally c,--mipleted on the date set fc-rth it, the contract &DC-Uroc-tits. ,If_ I-,-,tltractr.r shall be liable for And shal 1 pay to the Ok"ner the, surd 'D f one hundred d.-.--llars $1 1-) as; fixed, Agreed, and liquidated damages f---r calendar day of delay LM the wor4 is substatitially rr.,,.,p I et ed. I' oc)I Oo-.02 SUPPLEMENIARY GENERAL CIOND ITIONS RMA,4MAAL SUPPLEMENTARY GENERAL CONDITIONS CONIT 09. Per- f-w -riance bc-nd and labor and ri-laterial payn,ient bond- 1-Zontractor ri-iust s h:,w ability to be bonded. Upon request by owner bonds will be obtain-d and added to contract an',ount . 1C). P a r_j@g rj2Qj 1.. 3- C 1 a i ri-is for add i t onal 1:Ost . All change orders will be reviewed by the Owner ---,f T.V.M H. C. (Gary Dr.rnbroff ') . No change c,rdc-rs will be approved "after the fart . " SUPPLEMENTARY GENERAL CONDITIONS 01010 . SUMMARY OF THE WORK O1 . general . The General Conditions and Supplementary General Conditions are a part of this di-iisicn. 02 . Codes . Comply with applicable requirements of regulatory agencies . 03 . Manufacturer, instluctions . Comply with the printed Instructions of irAicated manufacturers . 09 . EnyIronmenty Perform work under temperature and moisture conditions conducive to best results for a sound and durable Installation . 05 . Shale Contract . Perform all work under a single contract . 06 . Project Meetings . After executing the Agreement and before starting the work,, meet with the Architect and the Owner to review procedures for the work and to discuss any items requiring clarification . Schedule monthly progress meetings at the project site with the Owner, Contractor, Architect, and principal subcontractors represented . 07 . Supervision. Provide necessary supervision, coordination, verification of the work of the various trades . Transmit contract requirements to subcontractors . Transmit subcontractor questions to Architect . 08 . Q_ytper-Furnished Ite ,15 , Equipment indicated N. I .C. -di 11 be furnished a:id installed under_ other contracts . 09 . Owner-Furnls hF. contrac`;or instal, ed Items : Equipment or Items indicated O.F.C. I . will be furnished un(4.er other contracts and installed by contractor includinq, but not limited to, plumbi.iq and electrical service and corrections as needed . Items not acceptable for use should be reported to Architect . Do not install damaged or otherwise unusable Items . GENERAL REQUIREMENTS O1 Q1 01200 . PROG ESS O1 . pZparess . Proceed with construction within ten ( 10 ) days after executing the Agreement . Order and Schedule delivery of products in ample time to avoid delays in coristructicn. If am item is found to be unavailable, notify the Architect Immediately. GENERAL REQUIREMENTS 01- 02 0].3 0 0 . I.T.T L Submit copies of fabrication and 01 . SHOP DRAwTNGS, installation drawings fot review, prior to performing work, if required . Reference applicable specification section, drawing detail where subject of shop dr .wing is indicated; and date shop drawing was prepared and/or revised . Proviue four ( 4 ) sets each submittal, marked with project name and S number, and Contractor ' s. approval . Where shop drawings vary from contract dacuments, point. out variations . 02 . EgDoles . Submit samples for review pclor to fabrication or purchase . Label samples with braid name, model numter . Reference applicable specification section. 03 . Specification , Submit indicated certificates of com?liance . Mark with name of project and applicable specification section. GENERAL REQUIREMENTS 01-03 �e � A Awl •u. •AN Aw �. 01400 . 'TESTING AND INSPECTION 01 , Testing . Provide on site facilities requirea by testing agencies for taking, preparing, and storing test specimens . owner will select testing agencies who will submit reports, of tests and inspections performed, to owner, Architect, and Contractor . 4 02 . Z&ecial In <pgct on , Provide on site facilities required by testing agencies for taking, preparinq, and storing test specimens . Owner will select testing agencies who will submit reports, of tests and inspection.i performed, to Owner, Architect, and Contractor . i I I w t TESTING AND INSPECTION 01--04 I i 01500 , 'n�,fl,A Y:_EA.C1 L LT" O1 . Lines . Levels, Before starting work, locate and maintain general rejr&cence pcints . If disturbed, replace as directed . Coordinate installaticn of intersecting systems, products . 02 . Project Cgns ruction Limits . Confine activities to Indicated project boundaries . Avoid blocking access to project or adjacent areas . 03 . Narriers . Provide necessary barricades, fences, railings, signs and temporary enclosures . Maintain as required during construction; remove and repair surfaces before final completion. A . Special controls .- a . W,a:�te Materials , Dispose of surplus material, rubbish and debris as work progresses . Do not allow accumulation of unusable material at job site . b. L)u!5t . Exercise reasonable means, as directed, to abate undue dust . C . mise . Ex- rcise reasonable care, as directed, to prevent unnecessary noise, and to maintain noise at a minimum level . d . Erotection. Protect existinq structures, pavements, utilities to remain . Provide cribbinq, bulkheads, shores, pilinq support in position . Remove supports when no longer necessary. e . Bracing , Brace, shore new structure as necessary to prevent displacement or damage durinq construction and curing. Remove shores and braces when permanent supports are in place and have attained their strength. f . Utility Services In the event of iiterruption to utility services as a result of work unde.i t",is contract, promptly notify the proper authorities . Cooperate with said authorities in restoration of service and pay all costs thereof . 05 . Restorat_Ion of Existing IMproyements ., Unless indicated otherwise, repair of replace curbs, sidewalks, driveways, utilities, street surfaces and structures damaged by work under this contract . Match existing adjacent construction. Remo-d spillage resulting from work under this contract . 06 . Ire-- and Plant Protgctlun. Provide protection of trees, i plantings and landscaping agal-,st damage by work under this contract . 07 . Moisture ContrQl . Prrform pu►ipinq, tr.enchinq, damming and under draining nece-.sary to keep site free from water during construction . D.spose of water in manner acceptable to local regulations TEMPLRARY FACILITIES AND CONTR ' S 01500 . TL'O$ARY FACILITIES AND CONTROLS CONT' D 08 . Temporary Heat a . eirman n Svs g� Pay for all fuel used in the temporary operation of permanen4: heatinq units . Thoroughly clean out duct work before the permanent system is used . Provide temporary filters during temporary heating. Ensure that entire system is clean before permanent filters are Installed 09 . Temporary_Ut11_1ty a. dower and Light . Use existing power and pay for power used . Ensure that each craft provides cords and lamps as necessary for his work . Ensure a minimum of 30 foot candles illumina- tion during installation of finish systems . b. Water , Water will be supplied by owner . C . Temporary TelPp-hgne . Provide a non coin-box telephone; pay for installation, maintenance, and service until completion of the work . Allow other contractors to use, provided they pay for toll calls . 10 . �,�orar.� Toilets Contractor may use existing toilet facilities located at North End of building, 2nd level only. All other teil.ets to be sealed from u e during construction. Replace toilet seats @ completion of cr.trart . Clean and restore bathrooms to original (.:ondition . 11 . Temr)orary Office Arid Storacgj. Tey, norary use by the Contractor of building space or system.., for exeL-ution of the work is permitted only with the written approval of the Architect . Such approval does not constitute acceptance of space or system. Restore, without additional cost to the owner , damage resulting from such ose . 12 . Parking . :'ark in area desitinat:ed Dy owner . Minimize inconvenience to the business . Suppliers are allowed to park on the sitA as needed for prompt and efficient delivery. 13 . prolect sign. Provide painted 4 ' x 9 ' x 3/4" M. D.O. plywood Job sign . Employ sign painter approved by Architect to letter name of : Prosect; Owner ; Architect; Contractor ; color and layout as directed . Secure signboard to painted 4 x4 inch wood posts set four feet into qr:;"4d . Place no other signs cr advertisements on premises . TEMPORARY FACILITIES AND CONTROLS 01-06 01600 . 01 . Qe1llyerv. Deliver manufactured product In original packaginq, with labelrs intact . 02 . Handling L Store and handle products to prevent ventilated oi deterioration; store materials in clean, dry, space . Store factory-£ensured pemperatureroducts n heated space and mo+.sture before installation; equilibrium before final placement . GENERAL REQUIREMENTS 01-08 s ^��QQ PROJECT CLOSE OUT O1 . C'1Paning D. Promptly remove temporary facilities, and equipment . Maintain the interiors of conduits, ducts, chases, catch basin, manholes free of extraneous materials . Before final completion, remove all protective tapes, coverings, coatings; thoroughly clean finish surfaces, 41 glass, hardware, metal, fixtures, partitions, trim, doors, equipment, specialties . Replace broken glass, repair: damaged work . General Contractor is responsible for cleaning exterior areas including paved areas and landscape 1 areas . 02 . Guarantee . a . One Year Guarantee , Provide written certification that Contractor has fully .completed the work in compliance with contract documents; and will correct work that proves defective within one year after date of substantial completion . b. r Ixg Yeat..--g a—aIee . Provide, written certification that waterproofing, roofing, fl.aaning and sealants have been provided In compliance with contract ocuments, will be sound and water tight for a period of two years f.tom date of substantial completion : ani; that defects of labor and materials will be promptly corrected without additional cost to the Owner . C. Eroduct GuarantA s . Provide warranty and quaxan;:ee forms ncrmally furnished by manufacturetI., and as required by contract documents . Installation date will be the date of final completion . 03 . Record Drawings - Maintain one complete set of drawings "As Built Prints" . Maintain neat and clear . Dimension to structural elements . Before final completion, turn drawings over to the Architect . Ensure that all modifications are clearly indicated . 09 , ClnPratior►s M intenance Data . Before Pial completion, provide to the owner , through the Architect, complete specifications showinq the catalogue numbers, serial numbers, size, type, capacity, and manufacturer ' s name and address for all operating items of hardware, specialties , equipment , electrical , heatin), plumbing, and mechanical Systems . Present informat'.on in triplicate, with items segregated b;, trade and r :ferences as to quantity and location . Provide name , address and telephone number of equipment servicing organizations that will provide service for mechanical and electrical equipment on a 2ti hour. basis . PROJECT CLOSE OUT 01-09 .. •..•,.•.°:•.'„,•"""""'""`�:""'.Oyyr`"'7iV•w.vtiYtua M'N.utlwwda•.rneM.oew►wunrwird.»+r.N',u,u«..+rw,+e.,+.,,s+r...ww,.n.,.....w...r.�rn.w ..m...r -- .........�....._ 0 2110 . P�,MUL I T L4I� 01 . UtDgI.L, a . Scone . The General ConditiDns, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section. b. Protection , Protect existing structures, pavements, utilities, trees, plantings to remain . 0? . Products . (None . ) 03 . Execution. a. Demolition, Remove interior paritions and veiling grid as needed . 1 . Full height demountable wall panels (panels cut for doors are to be salvaged as practicable ) that can be re-used are to be stored in Phase I Storage Area, as marked on plans, in an orderly and retrievable manner, for re-use in Phase II . 2 . Remove finish on exterior walls only as necessary to move or add electrical outlets . 3 . Remove & store acoustical ceiling pang-els as needed that ar,:� undamaged, for re-use in Phase I . 9 . Remove & store doors and frames for re-use in Phase I . 5. Remove & store li4ht fixtures as nee9ed for renovation for re-use in Phace I . b. [Lisoosa l. All materials to be removed become the property of the Contractor; (except as rioted ) . Remove promptly from the job site . Burning and not permitted . Contractor may, with written permission from the Architect, incorporate other suitable salvage material into the work . C . ReDair . Existing exterior and interior surfaces which are damaged as a result of work performed under this Contract; Remove damaged, loose, unsound material . Remove exposed fasteners, fins, sharp edges . Fill holes . cracks, voids . Present secure, clean, dry, sound substrate for finish systems . DEMOLITION X12-01 i 0640C . ILLWORK O1 . a ��uae , The General Conditions, Supplementary Genera conditions and applicable requirements of Livision 1 are a part of. this Section. Provide products and mplete architectural woodwork, wood execution to co window and door frames, wit b• �tand"Lu- Comply h applicable requirements of : AWI "Architectural woodwork duality Standard and Guide Specifi,:ations" . {y ry, Provide temporary covers for finish approvalbefore s . d. �"'g— Submit shop drapings for app d . S h��r.� Drawl tl a� fabrication of products . Indicate required field measurements . Indicate schedule of cabinet hardware . e . amoles . Submit s?mples of factory-finished products for approvalbefore delivery to job site . Indicate ranae of colors, textures and types . 02 . Products-- pressure laminated plastic a �abitiets . High bonded to plywood or partic�eboard core . All counter or gxade hardwood plywood . tops with sinks : Exteri Comply with AWI "Cllvtum" aride cons�xuc:tion . Style : Flush front frame . NEMA LD-1, Type I , general b. min 1t Plagt�.�_.F�,,c_e�, Formica, Grade purpose . 1/16" thick on all surfaces . 10, suede , G4 finish, solid color . wilson-Art approved . Selected colors . ee Formica, Grade 91 . C. LAMIR41P.� P 1 aQ. .c Ba k _ _.5h..__.. d , afl Hardwa t, Brass, steel with plated finish BHMA 626�,t (dull chrome ) . Casework locks within each roon� keyed alike ; bolts , fastenings to secure items in Position, to match finish of item fastened . ( 01 ) Drawers , Pair , metal fell extension guides - Blum Accuride, Knape & Vr,qt 1300 - 1 pair pei drawer . File Drawers . Pair, metal cull extension quides- Arcuride C417 or equivalent . Blum, Knape & Vogt approved . Pencil drawer . Pair , metalextensioP slidesVP ogt approved . C2006 or equivalent, Blum, Knape ( 02 ) Pulls . Two where more than 20 inches wide -- Stanley #4494 . ( U3) Locks . Corbin #0738; Strike #2590 for 3/9" drawers . ( 04 ) Adjustable Shelf Standards . Knape & Vogt. #255, $146 . ( 05) Shelf Brackets . Knape & Voot 1256 #180 . f � Use screws and bolts where required for strength and rigidity. Install finish hardware . Verify dimensions Of items to be built into cabinets and counter tops . (9 . 511.9ture . Furnish anchors, backinq, recesses required for securing products to structure . Include instructions, shop drawings for proper installation . 1)(;-01 MILLWORK i • 0G400. . rr , mnRK ('nN� 03 . structure to support Examine grounds, backing, a . Verify security of substrate ' roved millwork . products in accordance with app b Inst llama Install plumb and level. , without dist shop drawings, urtosej conceal necessary shims , scribe and fit exp surfaces to adjacent work . with requirements for AWI "Custom" W_qrc. k-� ' - Comply Installation . , of cabinets as necessa: y to d Fixt�� perform cutt. egalpment, mechanical and receive specialties, ,electrical systems . Cooperate with placement of. fixtures . Adjust, lubricate operat' nq parts e for proper mpl -ti°n • arts fit properly, are function.Ensure that parts protected until undamaged, and will be substantial completion , i i E 0 06-02 L • 07200 . jNSl1L$UQA O1 . =gSill- lementary General a . ag.Q The General Conditions, Supp Conditions and applicable requirements of Division 1 are a part of this Section , Provide products and execution to complete insulatio►i. 02 . Lrody t�, Thermal, mineral fiber.- a . Wa 1 1 B l a n k��_I�.Sd,.1.LI I o n-L blanket, foil -faced . R-11. ( 3" minimum L'hickness ) . F3 Al] Interior walls as indicated (usP non-faced at Interior walls ) . i , Theimal, mineral fiber- b. l�gnkPr blanket, foil-faced .foil-faced . R-30 ( 8" minimum thickness) . FS HH-1-521F. Owens-Corninq "Fiberglass" . Location : All suspended and framed ceiling spaces 03 " EA9_9�'D Examine areas to receive insulation . VerifY proper space , completion of related work . I b al�et Ir1�u�_Uga2 Fit insulation snugly into fill framing; maintain continuity over exposed areas, small. spaces . Carefully cut material around obstructions . Plac-, materia: to the exterior of piping. C . Fastening". Staple facing flanges to wood framing 8" o/c . Or "Frictiun fit" at metal stud walls . �} Com�t1QEk• Ensure that all exposed walls, soffit insulation fascia room surfaces are insulated, 9 remains clean and dry until substantial completion . i THERMAL AND MOISTURE PROTECTION 07-01 07600 . SbFF.�� iZAI� 01 . c,& a . Scope . The GQneral Conditions, Supplementary General Conditions and applicable requirements of Divislon 1 are a part of this Section . Provide products and execution to complete flashing and sheet metal . b. Standard,-2 . Comply with applicable requirements of SMACNA "Architectural Sheet Metal Manual" . C. Certification . All material factory stamped showing weight . d . guar ntee . Guarantee period for this work is tY'J years . 02 . products . a. Metal Fasteners Bolts, nuts, studs, rivets : FS FF-B571, zinc coated . Machine screws : FS FF-B584, zinc coated . Soder : ASTM B32, type best suited for purpose . Anchors : 22 gauge galvanized steel . b. Flashing and Trim. Galvanized steel . ASTM A525, G90 coating . Minimum thickness 24 gauge . C. gcces,Qories . Vents, galvanized steel . Fry Reqlet Corporation. O'Keefe 's, Lane-Alre, Superior approved . d . mint . Alkyd Oil base primer : FS TT-P-86, Type II , Tnemec 1199 Red Metal Primer" . Rustoleum approved . e . ,rlcgtjon, Shop prime galvanized steel surfaces . Paint all surfaces of metal, exposed and concealed . 03 . Execution a . EX e.p41ation . Verify locations, slopes, design of related work, security of supporting structure, completion of penetrating eystems . Ensure dryness, cleanliness, smoothness of substrates . b. Pipe Flashings., Install flange in plastic roof cement, seal with roofing felt and Dlasti.c cement . THERMAL AND MOISTURE PROTECTION 07-07. 07900 SEAL ANDS Supplementary General a. scope .. The General G°nditireq ion 1 conditions and applicable requirements of pivl are a part of this ection . Pr.ovjde ointroucts fdillers, jagkets exec-!t ion to complete caulking, and sealants . and b U4>t�. �cg, Protect adjacent finished surfaces, worK of other trades . royal before C ��mp ess Submit samples of products for al�P delivery to job site . oYtit ; c�t- ion, provide written evidence from manufacturers d . �a.�.� that applicators are qualified i;o install indicated systems that sealant and primer prcducts are compatible with subsurate materials indicated . e Guarantee period for this work is two Years . 02 gun or a �i�,?kin9s. 011 base cau]�ku19ea°m�SuTT�C598 .sIndicatedg knife consistency as required : locations . shellacor sealer . Grace b. c'aulkinQ Pr_im� Clear lacluer , , ,,vulcatex joint Primer' . Prmanent, r, Sealant Twc,-component urethane, elastTyFP M, Grade I4S, fltxitle sealing compouni ; ASTM C920, Class 1.5 . Sonnebor.n "Sonolastic NPII " . Tremco aril Vulken approved . Selected colors . Indicated necessary for bond . d . SealaIt,�rjr�g ._ s,..,neborn 733, 758 , e . H.1ck incl Extrude-t, closed cell , flexible foam, non-absorbent expanded polyethylene foam. Sonneborn "Sonofoam" , Denver foam; Green p.od approved . 03 . Exe1 .1_QD: Qr�pc ` �er a . related locations of joints • cleanlinessiqn of of • related work�Qn . Ensure security, dryness, surfaces, removal of foreign and allow material . b CPq�. Prime porous surfaces, re uired, compress by Apply material with gun or knife as q tooling . and all CSeala�� Apply at all. locations indicatedintexlocking exterior joints not completely sealed by members . Prime porous surfaces without thinning material , applying in continuous bondfilm. breakerAllow toprimer provide°acure . jointApply depth back up material or. or 1/4 incur approximately ore half of the indicated width,apply with . whichever is ux knifenormtrowel . Toolto present manual gun, Pneumatic qr true finish, without blemishes . d rue finish, Thoroughly clean all finished sealant surfaces . Protect work until cured . I 37-03 SEALANTS 4W 1ffW 100 W w os • 08100 . ME_TAJ4_nURS AN12, FRAMES 01 . General . a . Scong. The General Condit ons, Supplementary General CondiLl (,ns and applicable requirements of Division 1 are a part of this Section. Provide products and execution to complete custom hollow metal doors and frames . b. Comply with applicable requirements of NEPA No . 80 "Fire Doors and Windows" . Fire doors, windows and frames must bear UL Label . C . Sh9p Dr1K1r qg_ Submit shop drawings for approval before fabrication of products . indi,:ate anchorage, openings field joints, fastening of stop:; , fire ratings . Cooperate with submittals of related work . d . Manufacturer . Grand Metal . Ar.pro, Steelcraft approved . 02 . Products . a . Metal Frames and Louver Hot rolled prime quality carbon sheet steel . Fabricate games as combination buck, frame and trim, 16 gauge minimum. Provide profiles .'ree of defects with connections welded, ground flush anO. smooth . Provide suitable jamb anchors minimum 2 ' -6" o/c , floor anchors with minimum of 2 fasteners . Provide temporary spreader bars . Use standard frame sizes . b. PreflnisLe.d ateel Frames . Cold rolled steel fcr light commercial ,-onstruction minimum 20 qa . steel shall be pr_efinished in a standard color as selected by Arcritect . Provide snap-on casings with aligninq corner In.-arts . All door frames 4,»1.1 have 14 gaugi: reinforcinq plates factory installed to accommodate specified hinge sizes . Manufacturer shall furnish adjustable strike plates and door silencers . Window frames shall be provided with matching qlass steps . "Timely" approved . C . Metal Doorsz Cold rolled stretcher level sheet steel . Fabricate doors with 13 gauge face eheets and internal stiffeners maximum 6" o/c . Continuou weld seams . Spot weld face sheet to stiffeners 9" o/c . Channel reinforcinq at perimeter, arouna openinqs . Seal top edge . Fill interior spaces with sound-deadeninq fireproof insulation. Prefit doors for 3/32" frame clearance 1/8" between -airs, 1/9" at threshold . Bevel latch edge 1/8" . Door may he honeycomb cove : "Dean • Steel Approved . " d . e�gl Fire Dools . 18 gauge steel face sheets, welded Internal stiffeners, reinforcinq . Sealed top edge . Fill with mineral fiber insulation. Comply with U .1 . requirements rating lndicati�d . e . Metal Trim, Provide applied stops and trim, 20 gauqe minimum with neat fit at corners, countersunk sheet metal screws 1 ' -0" o/c . METAL DOORS AND FRAMES 08-01 • 08100 . METAL UQORS AND FRAMES MW-1 f . Hardware . Prepare doors and frames to receive indicated hardware, inclLding sinkages, cutouts, reinforcement, tacking . q. FInis111rL . Level meta'_ and grind smooth, apply mineral filler to eliminate blemishes . Chemically clean surraces , bonderize, apply baked-on shop coat of rust- inhibitive metal primer . h. gljo_. . Specified under "dazing" . 03 . F.�&tQtLt1on. a j_U , Install frames square, plumb, level to maintain indicated dimension . Secure anchors to adjacent structure, ( leave bpreader bars until Installation of HM doors, glass, grillets ) . Make field splices, allow for thermal movement or metal . Comply with approved shop drawings . Wheie necessary, allow for deflection of structure . install steel frames over finished wall . b. Rogg losta,,1111S n_ Install doors with indicated hardware, adjust operating parts for correct function . Touch up prime coat as required on HM doors and frames . Install fire-rated units in accordance with N .F.P .A. Std . No . 80 . C. CompletLon R^move temporary spreaders . Ensure that doors fit properly, operate f. .:ely, are undamaged, and will be suitable protected until substantial completion. METAL DOORS AND FRAMES ��fj 02 08200 O1 . Gene.ga a. agQQe,_ The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section . Provide products and execution to complete wood doors . b. Standards . Comply with applicable requirements of the following standards : NWMA IS 1. "Wood Flust, Doors" . NFPA No . 80 "Fire Doors and Windows" . AWI "Architectural Woodwork quality Standards and Guide Specifications" . C. Delivery._ Individually wrap doors in suitable protective, ventilated covering . Verify that uniform temperature will be maintained . d. Qu a ee . Prove NWMA "Life of Installation Door Guarantee" . e . Manufac urtr . Weyerhauser . U. S . Plywood, H .P .C . , Sir(ipson, GP approved, or equal . 02 . Products . a . Sg),i_q ,-or 11j., }i WQo� Doffs,,. Wood veneer, natural Birch, plain sliced, AWI "Custom" , for transparent finish . Indicated interior : Adhesive CS 171, 'Type II , wood stave or particle-board core . bond hardwood veneer to cross banding, side edqeband to be softwood . b. aLLd Core Flush Wood .Fire Doors . Wood veneer, natural Birch plain solid sliced, AWI "Custom" for trasparent finish . Particleboard or staved solIC core . Adhesive CS 171, Type I and II . Bond hardwood veneer to cross banding, side edgeband to be softviood . Comply with UL requirements for 20 minute fire barrier . C. Glass Oenings . Moldings and glass stops natural Birch, except in UL. labeled opening. d . ntal. 5toos , Specified under "Metal Doors and Frames" . e . rjjis� Specified under "Glazing" . f . Moisture Q_ttLt . 12 percent ( 12% ) maximum M.C. in wood . g . Fabric2tiop . Prefit doors for 1/16" clear at top and sides, 1 /2" clear at bottom ( 1/4" to threshold ) , and 1/8" clear between pairs . Bevel latch edge 1/6" . 03 . Execution_, a . eearatlon . Verify proper installation of frames; square plumb, true . Ensure proper fittinq of doors; proper machininq for indicated hardware, louvers, lights . Seal lob site cuts before hanging . Verify security of supporting structure, completion of related work . b . Installation. Install doors in frames using Indicated hardware, in accordance with approved shop drawings, appli- cable requirements of regulations and standards . C. Complet+ o1_ Ensure that doors operate freely, fit properly, are undamaged, and will be suitable protected until sub- stantial completion . DOORS AND WINDOWS 08-03 f 08500 .01 . MF�CAI��d.I�l44�W� a . Scope , 'Phe General Ccnditions, Supplementary General conditions and applicaole requirements of division 3. are a part of this Section. Provide products and execution to comolete metal windows . ►� b. St<jnoa.rds • comply with applicable requirements of; ANSI A134 . 1 "Specifications for Aluminum Windows" . C. a�iopDl ijngg , Submit shop drawings for approval before delivery of products . Indicate anchorage, fastening, Installation procedure . 02 . Products a . mgtal Windows . Aluminu►n extrusion, AN:;I A134 . 1 mill finish. Manufacturer ' s standard fasteners and hardware, vinyl weatherstrippinq. Provide windows manufactured for use in metal buildings or adaptable with appropriate flashing . Outside square glazing bead . Protective coat concealed surfaces . Comply with HAMA rating . Operation as indicated . Mercer , Milqard or equal. approved . b . metal window fjbXJ , tlo2 Miter, cope, weld points . Comply with approved shop drawinqs . Finish surfaces free of dis- tortion and discoloration; remove weld spatter and oxide, grind flush and blend with adjacent surfaces . Fit joints rigid and weather-tight, conceal fasteners . No aluminum to aluminum movinq parts . Permit expansion and contraction of materials . c. truc i..1_ Furnish anchor4, backing required for securing windows to structure . Include instructions for proper installation . 03 . P..2�_q_cc La- U a . eoarlon• Examine openings, structure to support windows . verify proper size, security, anchorage . Ensure that open- ings are clean, free of sharp edges . b . la,9tallalion, Install windows plumb, level , true; without warp or rack of frames, sash . Anchor frames securely to surrounding structure . Where necessary, allow for deflection of structure . C . comnletiQn . Lubricate, adjast operating parts for proper function . Ensure that sash move freely, fit properly, that windows are undamaqed and will be su,, tably protected until substantial completion. remove all Excess sealant at class and frame . DOORS AND WINDOWS 06-04 it WXM-LowlM M-A LST X99_`'fll�[J 0 6 /0 7 ".ldd .I F�lL4 dRF Alii a . Scope . The Gen#-, al Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Secticn. Provide products and execution to complete finish hardware, weatherstrippinq, seals, thresholds . b. pelivery. Package, identify, label each item; include necessary operatinq ingtruction . Deliver products to project site, oz to indlrated fabricators . C . Uu. Submit samples of non-standard metal rinishes for approval prior to d--�liverinq products . Submit a complete schedule of hardwa_e for approval before delivery. List each openinq, door size, hand, material, frame type, label, manufacture- ' number , metal finish; describe keying system. Cooperate ,iith submittals of related work . Verify keying of locks witf the Architect before submittal . 02 . Products . a . See HARDWARE GROUPS . h. poor Closero . See DOOR SCHEDULE. C . KickplatP1. None . d. Lkg" Latches,. See HARDWARE GROUPS . e . Push and Pull 21ates . See HARDWARE GROUPS . i . Panic Devices . See HARDWARE GR^.UPS . g . Threshold . Pemko, kluminum. h. Dogr Stops . ;gee HARDWARE GROUPS . 1 . Silencers . Gray Rubber , 3 per iamb J . E�LclLeneu-. Provide necessary templates to p--,oject site, irAicated fabricators . Cooperate with fabrication of related products . 1 1 . I mDlatgCL. Furnish necessary templates to project site, indicated fabricators . Cooperate with fabrication of related products . rn. K _D11q . Furnish construction master key system. Before substai `.al complei. ior , furnish finish r_ylind,�rs, keys . 03 . F:xeegt_j p a . Install._atl_QL Lubricate, ad t operating parts for proper function . Ensure that hU,-9ware is undamaqed and will be suitably protected until subst:.ntial completion . 1 DOORS & WTNDOWS OR-05 i OR GU I DES rwiPTiON A LATCH SCHLAGE PLYMOUTH ATOS 626 BUTT: 1 pr. LAF ENCS SPRINCiHINOE 2560 26D 1 ea, LAWKENCE 41 81 SMOKE GASKET IVE80 81 406-i/2 B26D STOP SCHLAGE PLYMOUTH A55PD 626 B LOCKSET 26D BUTT: 1-1/2 pr. IVES RENCE 438 4181 B26D FTOP C LATH SCHLAGE VENTURA ATOS 626 BJTT: 1 pr. LAWRENCE SPRINGHINGE 2560 26DD 1 ea. LAWRENCE 4181 GMOKE GASKET PEMKO 68b0 B26D STOP IVES 406-1/2 F SP2B EXIT DEVICE D LOCKSET SC UUPRIN 22NL-OP 261) DUMMY KNOB SCH.:�GE PLYM41.81 7 H .1170 261f) BUTT: 1-1/2 pr. LAWRENCE S88D SMOKE GASKET PEMY.O CLOSER LCN 4040 B26D 4 STOP IVES 438 — �_— VENTURA A40S 626 E LOCKSET SCHLAGE BUTT: 1 pr. LAWRENCE SPRINGHINGE 2500 26D 1 ea. LAWRENCE SR-OP IVES 60611/2 B26D �— SCHLAGE PLYMOUTH A80PD 626 F LOCKSET 26D 4181 BUTT: 1-1/2 pr. IAWREHCE 69 v26D STOP IVES SCHLAGE PLYMOUTH A80PD 626 G LOCKSET CE 5PRIHGHINGE '1560 26D LAWRENCE BUTT: 1 pr. 261 1 ea, LAWRENCE 4181 SB8D SMOKE GASKET IVERO 406-1/2 B26D STOP BRONZ9 VERIFY COMPATIBILITY SCHLAGE B462N H OEADBOLT w/ 2 ea. 39-031 WITH EXISTING HARDWARi _r SCHLAGE PLYMOUTH A106 626 LATCH BUTT - 1 pr. LAWRENCE SPRINGHINGE 2561 26D 1 ea. LAWRENCE 4181. PEMKO 8891) 826DSMOKE GASKET STOP IVES 406-1/2 DIGITAL ACCESS LOCKNETIC3 7600 $4y, D.C. ELECTRIC STRIKE VON DUPRIN 3042 TRANSFORMFR ADAMS RITE 4605 RECTIFIER ADAMS RITE 4603 230 B26D K EDGE PULL IVES B26D FLUSH DOOR PULL IVES 227 1 pr . -"-- Revlsad 1-25.1990 1 O1 . Cneral . a , agape . The General Conditions, Supplementary General Conditions and applicable requirements of Division I are a part of this Section. Provide products and execution to complete glass 6 glazing . b. Standards . comply with requirements issued by Flat Glass Marketing Association (FGMA specifications ) . C. Manufacturers . Libbey-Owens Ford (L.O.F. ) "Transparent Mirror", or equal . 02 . ProduQj�i, a . Glass. T-Y and QgA11•tLgjo_: Shpt Glass -- Type II , Class 1, Quality q6 ( "B" qual . ) ; double strength, except as otherwise indicated . -- One way plate glass, 1/411 . b, sealant . See 07900 . 02c Sealants . C. Cglazlr.4 meter ials ( or__.I . tatioP._..� �►�i;vl Rubber Sea, ant Face ; partly-vulcanized, self- adhesive, non-staininq, ela3tomeric performance, 98% solids, for 35% comoressiur, in loint . d . Se —Ing HIQ _;_ Neoprene, 70-90 Shore A h.r�ness . e . Filler 21j__ Non-absorptive, closed-cell plastic or rubber which is compatible with other glazinq materials in the c!.3nnel , 3 to 5 psi compression for 25% deflection . 03 . r +;�,��1�.Y1� Glass_: G�� zinq shall be done in accordance with the requirements of Chapter 54 of the UBC. ' a . (:lean gh�3e1 surfaces and piime as recommended by sealant , Unm f r. . b. Gut glass to siz, required for measure opening; provide adequate edge clearance and glass bile all around . Cut prior to tempering or strengtheninq ( if any) and prior to fabrication into insulating glass units ( if any) . C . )2o rigt install sheets which have s.iq nlfir_ant edge damage, or other defects . d. j_nstall setting bio:; at quarter points . Set in bed o£ sealant if heel -bead 13 used . e . Glass installed In woad frame to be neatly taped all. around to prevent ratting and to reduce sound transmission . f . Qrient ._ side of one way plate glass away from "Observation Room" . q. I � _�._ � c�. Z, Inside and out, a:. ] around, wherever liquid yi or plastic/mastic compounds are used, except on glass sizes smaller than 50 united inches . h . i`� .� �s�Y��ld. in the ,,lazing channel except as specifically shown . i . LI1ter-gut na d bon (weld ) ends of channel gaskets at corners to provide a continuous gasket . GLASS ANT) GLAZING 08 - 07 1 08850 GLASS & GLAZING CnN'T i . Seal f �_._gasket_* at corrers with liquid elastomeric sealant to close openings and prevent withdrawal of gaskets from corners . k . Replace class which is broken or damaged prior to the time r of acceptance . 1 iit� e\Der o maL►�\� Each piece of exterior glass must be air -tight and watertight, and without glass breakage, through normal weather/temperature cycles, and through normal door/window operations . Interior glass must be airtight and sealed for reduced sound transmission . 04 . Color and Gazing Materials : Selected by Architect from mfrs standard colors, unless a particular color is otherwise indicted . a . General Glan-o tandem FS DD-G-451 ; type, class, q,,iallty, style, kind and form are specified In reference to thi standard . b. Comply with recomend a of "Glazing Manual" by Flat m Glass Marketing Association, except as otherwise indicated or recommended by product mfr . C . ��_UQUL. Ensure that wood tr '.m meets evenly all around openings at both Rides . Excess scalants shall be removed prior to finishing. GLASS & GLAZING 08-Q8 r 161 thi Li Li, Lj LJ LJ i • • • WINDOWRE MKS - ` I • 1 2 ' 911 Pasz Thrq 1 1 1 1 "Transparenty • 61010 x 41011 ! ! y • • i . • 'Y 1 i jjQp]jL ! • REMARKS 11,092 (• v (Inum track • doors 9-03C ISiidip • •Qr lfAck ' 1 t AM. *r� .,i �. wt •we w �.. wr 09110 : klQF L,QAQ BBEARING WALL FEWIER 01 . Sun►marvt Section Includes : Metal stud system foz interior partitions . 02 . References : comply with applicable provisions of Northwest Lath and Plaster Bureau's recommendations . 03 . Materials : Screw Type Steel Studs : ASTM C645-76, C-shaped 2- ii2 in . x 25 qa . zinc coated sf:eel with knurled flanqes . 04 . tandardHeigh ... rt1t �.t1_3 a11atiog; a . All qypsum wallboard partitions to extend to the underside of ceilinq suspension system. Secure top runner channel to ceiling Vs as indicated . b. Provide sway bracinq at public corridor partitions as Indicated and as approved by City of Portland . FINISHES 09-01 r 09250 . UZ IJM 01 . c&'Dera1 . a. ScoAe . The General Condl lots, Supr,:ementary General Conditions and applicable requirements of Division 1 are a part of this Section . Provide products and execution to complete framinq and gypsum drywall . h. Standard,s ,_ Comply with applicable requirements of : ANSI A97 . 1 "Specifications for the Application of Gypsum Wallboard and backinq Board, includinq i-finishing" . C. ToleraQ . Complete dry wall finish t-) i tolerance of 1/8" in any 10 ' direction. d . aamp1�._��1,i' � Construct sampiP panel of each system, con- sistinq of one surface at least 2 ' x 8 ' . Secure approval of finish prior to commencement of balance of work . e . pLc•Lg,ction. Protect adjacent finished surf.:ces, work of other trades . f . rAL!ifactttrer , U S .G. GP, National cypsutin approved . 02 . Productp . a . Fasleners . Metal screws, ASTM C646, 1-1/4" Blrglehead, Ty, W. L . Water,_ Clean, free of substances harmful to drywall . C . (1YD3�m Shea-Lhing . Specified under "Rough Carpentr;," . d . ASTM C36, Type III , Urade X, Class 1 . Unless indicated otherwise : 5/8" thick, tapered edqe . USG "Firecode Sheetrock" . e . 4 �,gi t �y_gg!2 ►a �.L2aL ASPM 0630, G630, Grade R or X . Unless indicated otherwise : 5/8" thick, tapered edqe . USG "Sheetrock YY1211 . f . Drywall Joi.nt__Tap . ASTM 0475, perforated . (4 , nryWal_l.jp1nJ CoEpot?nd . ASTM C475, powdered or ready-mixed, all purpose . h . i�m�r�at i� _Ad.b.ps.i ve,, ASTM 0557 1 . Sound FS 114-1-521 , Type 1, 3" thick . USG "Thermaffiber" ( ALTERNATIVE 113 ) . j . $ea_J�kp&-, Specified under I`aulking & Sealant" . 03 . recut ion. a . prepdratipa , ',crify suit-ability of framinq . Ensure accurate spacing, alignment, security; remove pr-)trusions . verify completion of related work . b . Dryyall _l_qllboard . Install. wallboard using maximum length, staggerinq end joints away from center of. surface . Abut edges without forctnq; all panels parallel . Suppert all ends and edges of framinq, lonq dimension perpendicular to frarrinq. C, Fagtet:ing Wallboagd1 Attach wallbcard with screws . mi.ni.mum 3/8" edge clearance staggered at joints . Space screws 12" o. c , alonq each support . Drive screws with positive clutch electric driver; do not fracture wallboard face paper . FINISHES 09-02. 092500 . GYPSUMC,ON 'T d. Vj yMAll__aQint Tleatment . apple compound at all points, embedding tape, fold tape at angles . After embedding coat has dried, apply fill coat of c.,ompound, flush with wall- board . After fill coat has dried, apply finish coat, feathering to smooth and uniform surface . Sand smooth when dry. At concealed location: Omit fill and finish coats, sanding. e . Qj_yVAlj Provide metal trim at all exterior corners, exposed edges , control Joints . f . Curing, Ensure that work is allowed to cure under proper conditions of temperature, moisture and air movement . y. fig, g , Apply light spray coat to obtain "orange peel" finish to a uniform texture thioughout . h. Conj��tior,_ Upon completion, point-up at edges . Remove and replace damaged drywall to match adlacent surfaces . Ensure that drywall surfaces are true , undamaged, and will be suit- ably protecteu until decoration. FINISHES 09 --03 M IOWA.IWA IN s +sMA IMAsp 1 09650 . RESILIENT_ FLOORING O1 . General . a. Scopes The General Conditions, Supplementary General Conditijns and applicable requirements of Division 1 are a part of Leis Section . Provide products and execution to complete resilient tile . b. Prutectiop,+, Protect adjacent finished surfaces, work of other trades . C. Delivery., Prevent freezing of materials . Ensure that room temperature range of 70 to 90 degrees F. is maintained 24 hours before, during and 48 hours after installation of products . d . Samples . Submit samples of products for approval before delivery to job site . 02 . Prod u Qtj, a. �eet _ V1ny Type II , Grade A MIL STD 1623c, . 085" thick ; pattern extend throuqh total thickness, selected colors . Armstroiq "Sandoval Vinvl Colon" sheet vinyl , approved . al . VinNj__ggn.QositIon tIlg.L Type IV. 1.2" x 12" x 1/8", thick, colors as selected by architect, pattern extended through total the thickness . Azrock "Architectural collectio:i. " Armstrong, GAF, !Centile approved . b. Tooset Base . Cove, Topset, 1/8" x 4 " toll-stock rubber , 6" where indicated . Selected colors . Flexco . Burke approved . C . Edge Strip . 1/8" x 1" tapered, solid vinyl . d . Flooring. Framer. Sizing, Provide materials recommended by flooring manufacturer for indicated svbstrate :structure, location, job conditions, flooring . Ensure compatibility with substrate materials . e . ex-Pj'g,� tn$er 1aynent . Armstrop, S- J.BU . f . Accessories , Tapered vinyl strip or anodized aluminum trim, edgings, caps, corners, coves . Provide where resilient material terminates at other surfacing material . 03 . E%eGu�i�c n� a . l;Ye6�aration,L Examine substrate surfaces, structures . Verify level , soundnFs5, evenness , dryness, completion of related work . Ensure cleatAI ness, freedom form Irregular- ities and matettals affecttnq adhesive bond . Remove sharp edges, oil, _iirt . Fill voids , cracks, holes . Present secure clean, dry, sound substrate . Maximum allowable tolerance is 1 /8" in JO ' ; if required, apply latex mastic underlayment to produce suitable subfloor . Apply necessary primer , sizing materials . b. Flooring, Cover substrate evenly with adhesive . Apply products true, level , even, with tight joints . Use full-size pieces wherever possible with minimum number of joints . Ensure intimate contact ; nd proper adhesion cf products . RESILIENT FLOORING 09-04 E ...,..,. r r� .:m....w..... .........:..,.....u.w..n:.:ueM.:l+d.nllui.L'Nwimla,lW[n'✓.Ius-+uFt'.rJIIYUNAoM.+:YYWWVYIML•WNAM1l1Mi4WIA•••�.—.^.••-..•-.._. 09650 . RESILIENT ncLOORINGS CON T Carefully align file joints to center on rooms, meet through wall openings . Present uniform pattern, ^mooth surface . Provide edge Strip where resilient flooring meets ot,ier floor products . C. Topset ,@ase . Firmly cement topset base L'o walL3, / fixture . Make corners neat, firm, secure; scribe accurately to returns . d . Completion . Remove and replace damaged material . Ensure that resilient coverings are securely in place, clean, undamaged and will he suitably protected until substantial completion. • RESILIENT FLOORING 09--05 • i r` 1 ' 1 0 19 6 8 0 . l y AEiP.F�S.I`!� `� • Qt=rulL a. Scopes The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section . Provide products and execution to complete carpetinq . b. Stand ra ds . Comply with applicable requirements of FHA Bulletin UM 44B ( Heavy Traffic ) . Tufting withstand 10 pound pull test without damage to pile . C . Delivery._ At completion, deliver to Owner all excess pieces of carpeting more than 1. square yard in size . d . Samples . Submit; samples of products for approval before delivery to job site; minimum 2 ' x 3 ' for each color Indicated 2 ' length for each tram. 02 . =ducta,,, a �g-Q-LLL� 1 . Hi.qh Density Anso HP Nylon, 26 oz . face yarn, woven polypropylene primary and secondary backing, 3884 Denier continuous dyed yarn, . 156 average pile. ht . , 7 . 9 r,t. itches per inch . Continuous filament, level loop. Provide 10 year wear guarantee . *FL(?.11.y .e t-Eastgate Ridgec-est approved . 7. . High Dens i t / Anso HP Nylon, 36 oz . face yarn, woven polypropylene primary and secondary backing, 3885 Denier continuous dyed yarn, 7 . 9 stitches per inch. Continuous filament, dense cut pile . Provide 10 year wear guarantee . *HQ11yte;1,-Eastgate Ridge -rest approved . b. &aq&,g,Jves . Vinyl carpet adhesive . Webtex 755; 655 seam adhesive or equal . ( Vsrify recommended adhesive for carpet and substrate ) . C . If'r_. Stripable primer . Webtex 654 . d . Accessories . Anodized aluminum trim, edging . Colotrym "Satin Silver ; . Provide Where carpetinq terminates at other flooring materials . 03 . EXecution. a . Preparation . Examine substrate surfaces . Verify level, soundness, evenness, dryness, comp:etion of related work . Ensure cleanliness . freedom form i_raqul.arities and materials affecting adhesive bond . If req^iced, apply latex mastic, underlayment to produce suitable subfloor . Apply primer to supstrate . h. M hes ye,. Apply adhesives with clean notched trowel over primed substrate . C. C_�irQ_et flooLincl_. Install carpetinq with parallel tuftin(.t, and cemented, tight , indistinquishable seams . Roll out air bubble? away from seams . Back sew cross seams, carefully scribe material at walls , around penetrations, protections . Use full size pieces wherE_ . ,r p0531ble, with minimum number of iolnts or seams . Ensure: intimate contact and proper adhesion . d . Qgro ulet`Ion._ Remove and replace damaged material . Ensure that carn: �lnq is securely in place , thoroughly clean, undamoged, and will be suitably protected until substantial c6mpletion. CARPETING 09-06 09900 . 01 . General • a . ar&g_(L, the general Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section . Provide products and execution to complete painting. b• Standards Comply with applicablc requirements of : PDCA "Painting Specification (juide for the Pacific Northwest" . C. Protf_Qt1.oIR, Store paint materials and tools separate from other products . Protect adjac,-. t finished surfaces, and work of other trades . d . Wiv_tr_�_. Provide 1 cillon can of each type and color, finish : Mixed with paint used . e . �. 1eg • Submit samples of products for approval before delivery to job site . Include minimum 8" x 1.0" chip of each type and color of finish Indicated . f . Samole Rpom. Cor,plete painting of one room. Secure approval before applying balance of work . 02 . Products a . Materia Provide primary products of each ind'.c3ted coating :system from one ma,:ufac;urer . b• M�C11��tApproved manufacturers are as follows : Miller, Rodda, Fuller, Sherwin-Williams, Ameritone . c �pQ .nd�G�4s�• Selected colors and glosses . Match approved samples . 03 . a. U_tQBXatlon. Examine, substrate surfaces . Verify security completion of related work , ensure sound::ess, dryness, cleanliness of substr3tc, removal of foLelgn material . Tough up shop-applied prime coatings as necessary. Ensure that surface cc;►ditior,s are conductive to best results for sound uniform coating systems . Perform necessary surface preparation . b• Val:km.Anshi P,_ Material may be applied by spray, brush,rol ler . Provide coatings free from runs, sags, crawling. Allow coatings to cure thoroughly prior to applying succeedinq material . Perform necessary sandinj of substrate, preceding coatings . QQ1UJ_t11S_n . Protest work until cured, dry; touch-up damaged finishes . Ensure that painted surfaces are thorcughly clean, undamaged, and will be :.uit:lble protected until substantial completion. PAINTING 09-07 09900 . L G = d. I n t erlQ x ( 01 ) Factory fint3hed surfaces (acoustical panels, acoustical tile, glass, vinyl fabric, laminated plastic, r,on-I.errous or plated metal, stainless steel , prefirished steel , carpeting, resilient flooring, r_e- amic the and similar materials ) . No finish . ( 02 ) Gypsum dr.vwall : Enamel . 1 coat later primer . 2 coats latex base semi-qloss enamel . ( 03 ) Gypsum drywall ! Flat . 1 coat latex primer . 2. coats latex flat . ( C^. ) Metal trim, all exposed metal surfaces : enamel . 1 coat shop applied primer . 2 coats latex base 3emi - qloss enamel . Interior of ducts visible from iithin rooms : 1. coat mat black enamel . PAINTING/rINISHES 09-08 1# # IF # # # 09950 . LNG SYT tl 01 . S;gt► al . Supplementary General a �� The General Conditions, Conditions and Applicabl ; Require,nents of Division 1 are a nd execution to part of this Section. providSysteme products a complete suspended b � _ All main runners shall conform to the intermediate duty classification of ASTM C635• according to Acoustical panels shall conform to ASTM E8d, Federal. Specificationrov-a118A Class 2`; with a flame spread of 0-25, and U.L. ape 02 . -Q, -UL,nPli; shall be 1 1/` " deep with 15/16" a . eXposed flangr of cold roll' fa lioctrory a!va Ized steel finishIth a standard Lo Gloss Whit Chicago Metallic Corp. , or equal . �� angle, I" n s shall be cf 1 1/2 deep b. Wall�n91�.._�1q"j qs with a exposed faceofossldWhroelefactoryroaPPviedzepaint elfinish, standard Lo G1 or equal . Chicaqo Metallic Corp. , �l l--L�Y_= -- � C . Ag ,.1� ( 01 ) shall have washable matte 35-39 . white finish with lic,ht reflectance of LF:-hand Scorridor, Armstrong, Corteqa or approved . waiting room, records/storage, and entrances/stairwa/s, rating requirements • reception rooms to meet 1 hr. . fir _ 03 . •e91L t nn. P_i t Y,.Q�._._j natal l at l on constitutes acceFtance o a CommencLLes . appropriate details Inthe rdrawingsk of erfor raalowableRcomponentand hanger details wire spacing, and number and size of light fixsuspended s and acou4Y,ica1 panels . Main Punners alvanizldnestteeldirectly wir.e wrapped by not less than. 12 gauge• q � �r length cross ` les tightly at least 3 full turns . Prop. in light shall also be installed adlacent(,rto alted l a main runner . fixtures on each side not, supaod to f ix ma and c!uct Particular att-ration should by p protect '. on as listed in U.L, . Fire Resis`a�, ).nstallation Design . Install in accordance w+_th ASTM C-636 of m?tal ceiling cusp. systems for acoustical " . uniform In accordance with b. and buildingontd .Replace /damagedtorosoiledlpanels . Check grids C .. 1 g?Mp_L_ � for damncge and faster.irigs • Provide 6 new panels to owner for future repairs . 09-09 FIFISHES °� 9w all► ars � v �e � • 10400 . a, ��4.p�es, The General Conditions, Supplementary General Conditione and applicable requirements of Division 1 are a part of this section . Provide products and execution to complete identifying devices . b. Ghon nrawinqZa submit schedule , shop drawings for approval before fabrication of products, upon Archi -recurequest . • c. Gam2les . submit samples of products for approval efore delivery to job site, upon Architect requ--st- 0 2 . U, 29M.=-, a. 9 .=-,- a, signs . Satin matte finish acrylic plaster plaques, mechanical mounting . Vomar 100 series . Selected colors . b Accesso�� Furnish backing, anchors required to secure plaques to structure . Include instructions and chap drawings for proper. installation . 03 . EZ9,Q JSJ1soundness ar a psguat. M.— Examine surfaces, structures . Verify security, completion of related work , location of backing and anchorage . b Instal_j4.tj n.= Anchor plaques in place using recommended fasteners . Conceal evidence of drilling and c�atti.ng. Comply with approved shop drawings . Plumb and al i qn items . Ensure that parts fit properly, are damaged, and wJ11 be suitably protected until substantial completion. SIGNQUIV 11 "MEN" '�WOMEN" "EXIT°' "THIS DOOR, TO REMAIN UNLOCKED DUKING BUSINESS HOURS . " a Door #1, #6, #21, & SW Exit door P lower level . "STAFF ONLY" at Door #6 . "WAITING ROOM" at Doors #5, #J.- each end Of 2 "EXIT" signs muunted to acoustical ceiling Corridor. #213 . 10-01 SPECIALTIES �J ll['" ! 111 �� i 1 10 8 0 0 . LULU AL 2 BATH G1 . Q.0 a 1 ,. a. Sc�,oe • The General Conditions, Supplementary General Conditions and applicable requirements of Division 1 are a part of this Section . Provide products and execution to complete toilet and bath accessories . b, .U�UAJ., Submit schedule , shop drawings for approval before delivery of products . Indicated anchorage, backing Cooperate with submittals of related work . Verify keying of locks with Architect before submittal . C. Templates , furnish necessary templates to project site, indicated fabricators . Cooperate with fabrication of related products . 02 . Products a . Gran Bars . 03 . ENecution. a. PYggaration. Examine surfaces, structures . Verify soundness, f security, completion of • - lated work , location of backing and anchorage . . b. installation, Anchor t3ilet accessories in place, using recommended fasteners . Conceal evidence of drilling and cuttinq. Adjust shoes to fit flush with finish surfaces . Comply with approved shop drawings . C , Compjetion ._ Plumb and align items . Ad , 'St _ . ��' �icaie operatinq parts for proper function . Ensure IiFf: parts fit properly, are undamaged, and will be sil' ,.ably protected until substantial completion. t i SPECIALTIES 15010 . MERAL UQY.I., "NS _ HAhICAT, 01 . GeneraI.,_ a. Scope , The General Conditions, Supplementary General Conditions and applicable requirements of 9ivision 1 are a part of this Section. Protide coordina+-ion to complete mect,an Ica 1 . b. Sys.tgm DesA g and instgLLc y_ 1 . System _._M;�-Uc4&_ gni Mechanical Contractor is responsible for disign of exi.stinq system to accomodate new confiquratiorn of offices . System to address loads and exposure . Make maximum use of. existinka :,ystems, controls , and ductwork . 2 . Submit -Proposed ]4a;yg _t to Architect for approva; prior to implementation or fabrication . 3. Provide controls that can be serviced throuqh lockable cover or other approved device . 4. Systems used to provide HVAC to lower floors are not to be used to supplement upper floor system. C. Slanda ds , All work shall conform to Local and State codes, and all other applicable laws and regulations . Whenever indicated materials, workmanship, arrangement or construction is of higher qualit,• or capacity than that required by the above Codes, the drawings and/or Specifications shall. govern . Should there be any direct conflict between Codes and the Drawings and/or Specifications, the Codes, Rules and Requlat' orts shall qovern . d . CoordlnatjQU_i_ General. contractor sliall coordinate -.44th the mechanical contractor, includinq schedul. inq, to ensure an efficient installation procedure . e • 6ei�4 � �_ ?> ri.ria._ Record Drawl nqs . . . 02 ., Pr o U .LL a. tjjf�LJ3J . All products shall. oe new, or if used withinq the protect, in good condition and c_ompatable with any new s ./sterns introduced . All new articles of a k' nd shall be the s :.andard product of a single manufacturer . 03 . L) ecution; a . d..Ciu&_ ;-Upil ,. contractor shall nota -":y the Architect and Owner when systems are installed and ready for inspection. { MEC'HAN I C:.'.[, 15-01 A • 15400 . PLUMBING 01 . E (None ) 02 . VrodLjcts . See Plumbing Fixture section. 03 . ZxecutiQU, Install plumbinq fixtures in location as Indicated on plans . Set at height determined by Owner . Do not alter existinq plumbinq system without approval of • Architect or Owner . • • PL.UMF:I N 15-02 • 15 410 . RLtidalla-2lA"UU7Q. 01 . Sink x Faucet set in Playroom #207 to be provided by Owner . Contractor to syupply all plumbing supplies necessary to rough-in fixture and miscellaneous supplies necessary to install sink and faucet . PLUMAINC FIXTUIES 15-03 mix WX go e 16000 . ELECTR,TC,A1,_ a. G�nsra�l_ Condit uns of the contract and General Requirements ( Division 1. ) apply to work ender this section. l) Existinq Electrical system 1s to be modified for a new office configuration. 1 . Existing duplex outlets on exterior walls to : emair, as much as practicable . 2. . Provide electrical se,-,vice as needed to the following : a . Telep' one system. b . Secur '.ty r-ystem. C . Comp er ,,vgtem. 3. Provide smoke detectors, as per code ( for bid purposes, provide and install a minimum of 4 detectors ) . Connect to security system if compatible . 4 . Provide electrical connection as required for observation room ( #206 ) equipment coordination with Cwne r . 5. New duplex outlets and switches to be compatible in design and color to existing equipment . 6. Exis=ting light fixtures to be re-used . Liqht fixtures to be inspected for usability. All non-working and discolored bulbs. & tubes to be replaced . All broken and discolored lenses to be replaced , Fixtures not re- usable to be turned over to owner for disposal . ELECTRICAL 1.6 -OL 1.6500 . 01 . Qall a a. Scone : b. stanud.cla ,,, Comply with 4tandards governinq telephone and radio systems . 02 . EjgjUG �- Conduit for raceway system: Section 1.6000 . 03 . Txecuol!_ a. Provide teli:ph ne conduit raceway to points shown on drawing . Carry conduit mini.murn 6" above ceiling line : wi90 degrees Ells . b. Telephone wir. inq and instrument:, provided and installed by owner---coordinated by General Contractor . C. Provide one 20 amp, 120x outlet at telephone service . COMMUNICATIONS 16--02 1 011W .1. my' h� --t/r °' M.. "+1 ,<• °yc n .:t"� }- nt r•-.. •s.•:b 1 r` �y,* ,n, ,�c i_ ,9 r '�' 4-Ig �.,,r r - .: n:, +NAR. .{ 'S '•+n i•y(i� ice" •,•. +.'h ,!, apt. t++ti'itS` +'ilk r: t 5•.. � 61.• c• ill j� � r �, .. +' t7rl}�ir +' i F�'`4� r•i 1 jnr.Ct r �.. 1 , " 1 p lj�£ 1��1 � )�, , ••,,•; ,.. `t •A.,. ��:• •� ,�i'• �� ':�'*'""'� ,,.: -' i rw " ' 4�,kIIHA*' .•�11� rlln.'� '?�NIOr 1 .,. nn ° �+IIp �M�t dun annr. +� _` ti r Iia,. ij•,,i� l� fib'aub�' "IIT �' � �n ?I'''' Jill �'n��,'�d �t ; r z ,rn n.�>, tea► ,.r(.n� _ , < a_�_ - ;; Irl, _41 •� gip,;;•,i,+ s CATS Or OCCUPANCY 1 TIf'I A1�T �� CER C� ,s CJI IY OF TIGARD .;�u, OREGION +l (�. Owner: Robert Randall Permit No. 4117 ; 1, —_— Address: 9500 S.W. Barbur Blvd. r r. Building Address: 8770 S.W. Scoffias t .� Occupancy:_B-2Land i'sc Zone: C-3 Bldg. Type_ 5A'____-- + s` Comments: Tenant modification for Jim Larson - Suite 208, 2nd floor Certificate is hereby given this 17 day of -Lu-gust , 19__8_2 n k that said building may be occupied and that it complies with all 4; ;+ requirements of the Building Code for the City of Tigard, as approved by the Tigard Cjounc r , r' Ei )~irc Dept. I�Ailding Inspector ' / y +•� Building Official 70 Post Certificate in Conspicuous Place hurt,,} , � i, •Ad , �1i�7 �r M. j i ' f 's' W. i ` d j y� �-,. t .,ri<j,�. �tP�f'i a ,. �eyF .� .qy, ; A. �,'.•_� �a'•'d =�✓ k ,. . r tlt' �• "• Yr•' `..n....F�'� �_ M'""^� M ice_: , �_ -.� � .n.... �� _ ,�.-�/~-^ '_\�--_ �•� _ . ' TE..__ fT� 19-_01 82 41 17 BUILDING PERMIT APPLICATION TIGARD DA 245-1131 THE UNDERSIGNED HEREBY.APPLIES FOR A PERMIT FOR-1 HE WORK HEREIN INDICATED pWND H PHO E OR AS SHOWN ANO APPROVED IN THE APHONE CCOMPANYING PLANS AND SPECIFICATiONs. LOT NO Rabsrt g Ball JOBADDRE3S 0770 S."- Soo!liss 8t• OWNER ARCHITECT - ENGINEER GILDER ` �!_ _ 9�0 5.�. Aarhlit BIVd. DESIGNER mndall ADDRESS ION STRUCTURE __ ❑ NEW_ Q REMODEL ❑ ADDITION —_ n REPAIR ❑ RENEWAFGARAdECEDOAAGE ❑ SLABC] FENCE ❑ RESIDENCE 11 COMM D EDUCATIONAL EJ GOVT ❑ RELIGIOUS O PATIJO l�CAR PORT ❑ �— H HEAT. + 50 FIRE ZONE PL ANCHCJKBY -- _ _-. OCCUPANCY _._ -� LAND USE ZONE BLDG.TYPE —�- $txits 208 2nd floor _- - Tenant lbditioatioc>< ltor Jia Larson - � All Per plans a 00ft —_-- Wo plumb. or He Lh nieal ------ SEWER PERMIT N — _ 1 A 562 NO:BEDROOMS VALUE3,� 5Q 22 NO.STORIES AREA — OCC.LOAD 6 FLOOR LOAD HEIGHT _ - — -- LEFT SIDE RIGHT SIDE _ BUILDING DEPARTMENT SET BACKS FRONT Sees—ploVEAR -- Permit 38.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check' 25.03 WORM WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE 15540 RESTRICTIVE COVENANTS. PERMITS REOU RED FOR SEWER,PLUMBING AND HEATING.RACTORS TO HAVE CURRENT CITY BUSINESS LICENSE. 1.54 State Tax _ _ SDC— TOtaIwj.47 AICANORAG PPLTtNT --- � PDCM By __ -_ PH Receipt No. --__-. _ - —— ---- ON-E- � AD'�Ti�! Approved I DATE INSPP, TYPE INSPECTION REMARKS PLUMBING DATE Permit No, - --- —- -- ----- -- Plough-in -.._._... - -- - _— Fixture - ------ -- Final - - --- --- --- _ -- HEATING - ----- - Contractor Permit No. Gas or Oil — -- Rough-in -- - - - ---------- � Final - -- - -- -- - _ --- SEWER Final bRIVEWAY — — Pinel _- Storm DrainegP (Rein Drain)Final Sidewalk Curb A Street Final Approach BLDG. DEPT. I'IN. TEMPORARY CEk'TIrkiATE OCCUPANCY Final CERTIFICATE OCCUPANCY III Landscaping - --� -- II Zoning Final _-- — ;3 I! i 'q�d��.` ''V�� ,7�1�'"..4i� �: ¢N► :M� .,qPM +k4"4 pY -`dr'. 4 •�. ,{dA rPox''*"` •neRr�J•�"" � 1� ti4, t � � +.� � -'� ,. ; �,• .f „•,.s�•�y!�,sti +,° r�/�'�� t •� �A+d'y d1Y! '�,.'af�' Sa.P �"' 1�y r• -- �+Y. Mic11, A 'N , , +dr } '� ,a ", �,� �" nne ,wfy, ► �, ^"yMi ".' �n* +�nr�y. ++ �t ;:� i 4 shN ,•, 1` is {r/n�14i't+ t1,r h `.--,', nj r,;�••�AtY� '•r � ,t, t.n• k ' 7Q •` }�r � •, Via; ' Alai hICAT� OF OCC C�IZTI Ali 0t ;> V. CITY OF TIGARD If. a V `p OREGON ;tt Owner: Hobert Randall _ Pertnit.No, 3976 )k- Address: _ 9500 SW Barbur Blvd. Portland Buil ding Address: 877k' SW Scoffing Street Occupancy: B-2 Land Use Zone: C-3 _ Bldg. Type 5N Comments: Tenant - Marvin RetVoal - ;,,jt--P 203 2nd Floor ,hl►( f Kristin Square. Certificate is hereby given this 8th day of _.January , 19 F2 P i+� that said building may be occupied and that it complies with all +;,.., •, f requirements ofthe Building Code for the City of"Cigard, as approved ' .� by the Tigard City C ncil � , : Eire pt. / u ingInspector Building Official ,.► A Post Certificate in Conspicuous Place 110.11/ -- $ '•� f y 1�1✓�' '�I.�!yk tE ,� r� j 11 •tl. } !! a y Z�'r d d Y •,fir w N, ,.�w ��,` , . t , � +, •, , flP'p '^•f+ '` � h +U• t fk �rPk i. ;Y r .TG! ;`g{$ "tT•• t.:,,ys11 t 'hW µ?, jL"7{'b :r: .y. �f-;, ,r !{', ^ �;. ,Str_ s ✓3Srh.�{ ys� 'aw �� ^ :v. a Kr.' BUILDING PERMIT APPLICATION TIGARD DATE__—__ t_' /tt /�,l9__ 3976 THE UNDER;:IGNED HEREBY APPLIES FOR A PE )R THE WORM; HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMr o-, _' PLANS AND SPECIFICATIONS. OWNER PHONE LOT N0. OWNER r t. �.: JOB 'AUDRESS tl ';4• ::r >f 1' 1"i : rv,,. t, -- ARCHITECT 24(--,,()22 ENGINEER BUILDER rADDRESIFrnn I"V tzar},.».jr. l..ly('.* CESIGNER I•'nuls r1 /Tony Yr: STRUCTURE ❑ NEW © REMODEL ❑ ADDITION ❑ REPAIR _ ❑ RENEWAL ❑ FIRE DAMAGE— ❑ DEMOLITION ❑ RESIDENCE El COMM ❑ EDUCATIONAL ❑ GOV'T ❑_RELIGIOUS ❑ PATIO ❑ CARPORT _❑_GARAGE ❑ STORAGE Cl BLASE] FENCE OCCUPANCY — LAND USE ZONE _, BLDG.TYPE —FIRE ZON6—"---_PLAN CHECK BY -----HEAT ,o- �fi!".init`or. for �x,,ri r�1" r, 1 _ ..,.Iit'!� � »L "�n"11 �yCf� �_— ' F) . 1".i ;it't .. t.t;a.L'^• •�.� i 1t,, i jT1r' c1T : • ';,,'iC-a1 � SEWER PERMIT M _ OCC.LOAD FLOOR LOAD r't• _HEIGHT N0.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT SETBACKS FRONT REAR Ft T SIDE RIGHT SIDE Permit '_'a,� THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLF CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THF Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PIANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODLS AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CUP9FNT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State Tax — ----_ --� 'SDC-- T��tal __� `'• � _ _ PDCM APPI It,ANT t)R A(3E-Nt- et i,1 Receipt No. Approved AOIRE�3 —"-- PHONE"- i DATE INSPP, TYPE INSPECTION REMARKS PLUMBING DATE /_ r•�ts->� Contractor —� Permit No. — --.—_ -- --- Rough,in --------------- Fixture Final — — -- HEATING' T Contractor Permit No. Gas or Oil — Rough-in ---� - - Final _ --- ------- ---- SEWER -- ---_--- — - Final - - -- — -- �. DRIVEWAY Final Storm Drainer Main Drain)Final Sidewalk Curb&Street Final _ Approach BLDG. DEPT.FINAL TEMPORARY CF_RTIFICATE OCCUPANCY Final CERTIFICATE OCCUPA(W:Y I Landscaping i Zoning Final sy ii f i -'•'�`7•,\•'•�/'\/-�.I �"`'t.. tr •!� '. ?M51 5v.,• !i ✓ I ,4 '+7 .,.% r� ' \ d:•.i . - �/-. •"!"� �� .,.,,'ii i'1'Nt. r& 7 /�,�rQyy 1* 1 '7 1� V !tr 1 �'�t !� �� rl.; �`•' X. r.5. +r^.w. 1., r.tyrh'� ', C ti !` �' i }✓t' ,li r .. !Jr I - y �r h5; \'•' i',t° ' ifll.5\ u, � Y' '�uu y, lu r r•,�. I -,Y'S' �v t 54�. Sd I w�'• IUW`��'- I I r ...•. ,jJ ' 'r.'4i; � r, fl . �tllul 111Se Af r l I- illy : x(111 1•�` r�f '�dR`lfr.��!-�lu :. ^. 5 U P; Qy�� v CITY OF TIG. ZD OREGON i Robert Randall Co. Permit erm Owner: Address:__ 9500 SW Barbur Blvd. Portland Building Address: _8770 sW Scoffing Street Y_ Occup�nct.' B`2 Lcuid Use Zone: C`3 Bldg. Typc. 5N ;> Tonant - Insurance Company �' i Comments: 31st day of August 19 81 Certificate is hcrch�•given this_ � ^.L ',,,•.••�, that said building may be occupied and that it coniplicti with all requirements of the Building Code for Lite Citi of Tigard, as approved v by the Tigard City Council. ` I ••a i l"S)cctor . .�t, Fir: Hept. i Gene Birchill , Fire Marshal DWI(lin Official .I I '1�'rl • I Pt,',t Certiticate In Conspleuous Place ' r. j AN 4d Al .i III»� � III T,.�h�,c Wllh`� • r J 40 .......... }' , rir _.. ,�....` "`..�L,.,..—. \ .•— - _ 1�1 OF TI 1Wl iI CITY } OREGONPci 386.5 ` i Owncr: __ Robcrt Randall Co. d Barbur Blv .�.� �lddresti: 9 5 0 0._ 5W 1, �► 1_ .._.V1.1BuildinolLand cLsc 7one:� — Bldg. Tvl)c%n — Occup. =2 I allllll lr�'il,,itrr�l , Morrison - space. #2�6 Co itncnt _�_cnant Mike �"'orr l n , must , 19— 81 31st ci.�yof 1. s, Ccr�,ifir..ttc is lic ruby given this �. `��}'��'-s",� staid bailcling In ay be occupied and that it complies `�Itrovecl �' t.•. 51 that Code for the City of Tigard, as app rcquirentcnts of' the Building r`' ( by tltc'1' ;urd City Council. 1 �l • „t, �,..: tipcctt,r J. fire bcv G Gene Bi_rchi.l l , Fire Mars hal � %G .� ` f BuildtngO[ficiul Post Certificate in Cot'% cuouw c � is _ ��....�-. �au�t-' �� lJ y., ( , '• tt ►L.ri, i i�'}�,�,�� u Y lit.yS•��i�t�'/•,� ��r,�.�/� p�,+�` �1d�k1�/�'r l� v - � ,.:• , .(\ c " ,•IS ;Vllt • .g V�' �y $t 1 A O.i '.11 I P, F .__Q`coos s•5 0^,F0 SW Scoffing St. Tirard 253-216-005 Kristin Squire Mike Morrison I3_2 Office l V " N I I 253 I ., Washington y A Paulsen t:'.;. , I i.l , I A Kenneth ' ' � Robert Randall Co. 9500 SW Barlmir Blvd 1 )148 -- yes yes 2es -- _.. X -- - - y wood susp..l', comp wood ryp -- I , ,i .,•1r 1, I`:111$ Po I I f1:. illi I ,a , Ir ."F•� t, ', Ili .t n', .., , i,. Ili enclo,(J list arr ,til rr;�"` its �� I� ,OfV'�. ni ',ry IU �. r 1 'l It nn! the PrOWCUOr) ti ].II r,r i ,dl _ _ _ ( _ — � -• --- _ . elnl int. Or ()f I hnr'tnloliance vrl;h •+nv ��,,IIr ' I� o Ilanun� c�i IUl_al gU This fire and Life Safety pL.n Review is predicated on the 1979 edition of the State of Oregon Structural Specialty Code and the Fire and Life Safety Code. 1. Surface flame spread rates of walls and cetlinF,sg minii=m requirements other rooms - 200. `%ee. 4203• I I i i i I 1 I I f Gene Birchill Deputy Fire Marshal 2) City of Til;ard 1) File 1) Gene Birchill BUILDING PERMIT APPLICATION TICARD DATE _ ts__1_ 384 THF UNDERSIGNED HEREBY APPLIES FO'?A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 2417— Oft AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE i LOT IJO. OWNER 1 _. :r 4 ��i:. ,:� J98ADORESS . i j:1 fl,, .0+Ji:lits ;:'i:rw r ARCHITECT ENGINEER DESIGNER BUILDER ADDRESS STRUCTURE NEW U ADDITION U REPAIR ❑ RENEWAL I FIRE DAMAGE ❑ DEMOLITION C RESIDENCE 13 COMM EDU OWT ❑ RELIGIOUS O PATIO ❑ CARPORT j GARAGE I STORAGE ❑ SLAB❑ FENCE OCWPANCY _____ LAND USF ZC BLDG.TYPE _FIRE ZONE PLAN CHECK BYp— HEAT Oonntrttr.t partition w;,7l f r' . SEWER PERMIT# _ OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AK-A ` NO.BEDROOMS VALUE- 183 U UI—NG ALUEBUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAIt1E0 IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABI E CODES AND ORDINANCE ,, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE. DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS ANJ IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE: OF THIS PERMIt DOES NOT WAIVE Subtotal _ RESTRICTIVE COVFNANTS. CONTRACTOR AND SUB CONiRACT0f1S 10 HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax —_ cnC- Total t PDC# APELICANt OR AGENT By --- - ---- - Receipt No. ---- - Approved ADDRESS _ — PHONE DATE INSP. TYPE INSPECTION RBMARKS PLUMBING DATE +z 2/ KC' yam' Contractor Permit No. Rough-in Fixture — Final _ HEATING Contractor Permit No. — Galt or 011 Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Orsini Final Sidewalk Curb&Street Final Approach _ 9L DG. DEPT.FINAL TEMPORARY CERTIFICATE O UPANCY Final rERTIFIC ATE OCCUPANCY 3 1_OF f — Lar,dacaping Znning Final i i 1 i I I i 1 BUILDINGPERMIT APPLICATION TIGARD DA FE__ P.1121 -.'g 3865 THE UNDERSIGNED HEREBY APPLIES FOR n PERMIT FOR THE V109K HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE r LOT NO. OWNER �'c �- L't. }.ari6nll r7Q10B,,0DRESS } �t� Ss; w:r0 f fins :' rek — ARCHITECT ENGINEER 95Dp P,IVO. DESIGNER. BUILDER Bc�t"!r2 ADDRESS �_-- _—�--- -- STRUCTURE _❑ NEW [_REMODEL ❑ ADDITION_ ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE JCDEMOLITION f_1 RESIDENCE El,COMM ❑ EDUCATIONAL ❑ GOV'T 1' RELIGIOU'.:, F7 PATIO ❑_CARPORT ❑ GARAGE ❑ STORAGE lI SLAB❑ FENCE 5: FIRE ZONE._� PLAN CHECK BY _ `.�_ _HEAT.-----=----- OCCUPANCY EAT. — --- OCCUPANCY —_ _1?LAND USE ZONE �:y_ BLDG.TYPE _ -- — 'renant spaCe t9cciificr11:i01tn for "pike liorri^an -- ----_ - SEWERPERMITk — --- - -- VALUE OCC.LOAD FLOOR LOAD HEIGHT N0.STORIES ARIA Q _ "n.BEDROOMS �- BUILDING DEPARTMENT SET BACKS FRONT REAR _LEFT SI., r1ED IN THE BUILDING CODE, ZONING RIGHT SIDE Permit _S ��i-_ THIS PERMIT IS ISSI ED SUBJECT *o THE REGULATIONS CONT, REGULAf IONS AND ALL APPLICABLE CODES AND ORDINANCE, AND IT IS He?EBY AGREED THA' THE Plan Check 12• 1 WORK WIL: BE DONE IN ACCORDANCE WITH THE PLANS AND ` JECIFICATIONS AND iN COMPLI kNCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub total •t> RESTRICTIVE COVEN 4NTS. CONTRACTOR AND SUB CONTRACTORS 10 HAVE CURI.FNT CITY 9USINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 6 r` SDC-- Total !• -- - -- - APPLICANT OR AGENT By ----PHONE - -- �' Receipt No. I A— --- PHONE Approved l�rr DATE INSP. TYPE INSPECTION REMARKS 'PLUMBING DATE Contra;tor Permit No. Rough-in Fixture Y-— -----_ Final ~� HEATING Conte ctor _ Permit Jo. Gas or Oil --- Final — - -- -- SEWER --- --- - FirrAl -- - --- -- 'DRIVEWAY —_ - - Final Storm Drainage (Rain Drain)Final S idewal k Curb&Street Final Approach BLDG- DEPT.F114AL TE74PORARY CERTIFICATEOCCUPANCY u rWICATE OCCUPANCY r3 3 j_G� � Final T 66 GS Landscaping Zoning Final i j� f� 3780 BUILDING PERMIT APPL,CATION TIGARD DATE_.. -- 19-1 L THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OW ER PHONEE OR AS SHOWN AND APPRGVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. LOT ER OWNER Robert Randall (. .IOBADDRESS�8770 SLI Scof f ins3 �itl uwt Ptld. ARCHITECT -- ENGINEER y7 (](+ 51` Rarbur I)Iyd. DESIGNER ToYra(lut3r' _ ---- BUILDER EZObt. Rand;.11 Go• ADDRESS —'�- STRUCTURE __ C] NEW ❑ REMODEL ADDITION O REPAIR ❑ RENEWAL_ ❑ FIRE DAMAGE _0 DEMOLITION ❑ RESIDENCE EX COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO O CAR POR i El GARAGE El STORAGE O SLAB❑ FENCE BLDG.TYPE _ Jn FIREZONE PLAN CHECK BY _®tW HEAT OCCUPANCY _B-2—LAND USE ZONE -- - Tenant Modificatie�ns ell .,or plans and coder. - Plumbing Perm'' Required. SEWER PERMIT N ^ Ut3t00 ?5U NO.BEDROOMS VAL0 OCC.LOAD FLOOR LOAD HEIGHT NO,STORIES 2_- AREA _ - REAR LEFT SIDE RIGHT SIDE BUILD_INGDEPARrMENt ,. SETP.ACKS FRONT _-- ---- — - ING Permit -- 74.00 THIS PERMIT 1F, ISSUED UBJECABlOE CODES ANDTHE ,ORDINANTIONS CES,IAND INED N S HERTHE EBY DIAGRENG ED THAT NTHE — REGULATIONS AND ALL Plan Check l!•v 0 WOR!< WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE W11H ALL APPLICABLE CODES AND ORDINANCES- THE ISSUANCE OF THIS PERMIT DOES N-`T WAIVE Sub-total 3b.00 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS to HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEA1ING. State Tax fit. ---• SDC ---- Tote) $36.96 PDCN APPLICANT OR AQ NT P 1 sy — = Receipt No. i ADDRE83 PHONi~ 8 W Approved ` —_ t ttw I.w REMARKS PLIIMBING DATE DATE INSP. TYPE INSPECTION 00 Contractor Permit No. _ Rough-in -- -- ---- —._ - --- ---- Fixture ---- -- __.—.—____� _ - --------- Final - -` --- — HEATING —` Contractor --- Permit No. Gas or Oil — Rough-in — Final -- -- — SEWER Final --- ---- - — "- DRIVEWAY �__ _-- ---------------..T_�_- Final Storm I 'age (Rain Drain)Final ,— Sidewalk ---- Curb&Street Final — _ ------ Apnroech — BLDG.DEPT.FINAL TEMPORARY CE4TIF1 ATE OCCt1PANCY Final CERTIFICATE OCCUPANCY � -- - y� Landscaping Zoning Final t ,i Bid' ais 1; WII qw mwi ME S BUILDING PERMIT APPLICATION TIGARD DATE_ 3732 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICA-1-ED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIF ICATIONS. OWNER PHONE OWNER )tl! .Randall L'_" . JO©A(TDRESS 8"l 7O SW ScoPFilts LOT NO. _ dUILD1 Fi 8A(I ENGINEER ADDRESS 5, 00 SLI BarbUc E31vd. _DESIGNER_ Ttany Yreguen STRUCTURE CX NEW L REMODEL Cl ADDITION LJ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE_ _❑ DEMOLITION lJ RESIDENCE COMM ❑ EDUCATIONAL ❑ GOWT ❑ RELIGIOUS L7 PATIO ❑ CARPORT ❑ GARAGE ] STORAGE U SLAB❑ FENCE OCCUPANCY ___ LAND USE ZONti _ BLDG,TYPE --- - —_ FIRE ZONE— PLAN CHECK BY _ HEAT —..� Cans -react tartan - �t�Il,L_ticgtiana _ln>.tar fla r all ,a r_— �-_� -A1,df;E(L X CndLj r 4ctL.�b-tt: . SEWER PERMITk OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA 1740 NO.BEDROOMS `NACU ()Q(� BUILDING ICI ILINGG DEPARTMENT ---- ��r SETBACKS FRONT REAR LEFT SIDE Permit 32.00 _- --- - --- RIGHT SIDE THIS PERMIT IS ISS—_ TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check1�•(1� REGULATIUNS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE -- WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Subtotal 4U•00 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO 4AVE CURRENT CITY BUSINESS State Tax 4 j.L - LICENSE..SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. _ Total �49.2t3 SDC— BY 1 PDC# A0ALICANT COR AOENT Approved --- fa�W Receipt N i. PH ONE DATE INSP. TYPE INSPECTION REMARKS _ PLUMBING _ / DATE - �, Contractor Pt,mit No. Rougn-in Fixture Final HEATING Contractor -- - Permit No, F Gas or Oil Final —_ �---- SEWER----- -- Final DRIVEWAY Final Storm Drainage - - (Rein Drain)Final -^---_------__� Sidewalk --- --i --~ --`- -- Curb b Str* t Final ----------- _'-' A pproach BLDG. DEPTFINAL^ TEMPORARY CERTIFICATE OC A . NCYnal CERTtFICATE OCCUPANCY i -- Landscaping s/ 7onmg Final � i 0000 j +4' I 7UALATtN HURAL GIBE PROTECTION DISTRICT NOTICE OF PLANS REVIEW (1tilS IS NOT A BUILDING PERMIT) P 0 BOX 127,7UALAIIN, OR 97062 PHONE (609) 682.2601 • 70 SW g°ffins Tigard d ----- -- _ t,l()253-0001.1 Dr. Morris Kristin Square 87 Building �ifii il�u___._.___. _ pg, 1 of_ Const._5N-- �M z.._._.253—____._.__- 1ce------ __l--- County__. W.�shTnytOri--- Altnrallon Dile Aecclverl Ma�t-B�-).981--•-- _„•_New Bldg. O Addition [7 NX Architect-Robert- Randall- -- -- —Date Returned_- - — �•Address- ------"--�"- _ -Exits 2 — / 6 R. owner_ RObert-Randall---_ -- ,Fire Walls - tot.whorl+ Arca..-1 n((,�(n]- /__--- Attic_ _ --/ sroNs / /-_ - -- Storle.S 1-^ Irk,IYl`� 9ASEA1tN1 Alarm-.S P -iN1- SIZE xT / -� SprinklersX / vCs rAHEA COVD. DOd C nC Stairs 1/__.. Vert.Shafts-HT- ciQS€o No f WOO�ir. MemberY�___-�� cLoy�l� Fl°ot conc_ceumgsuspend Dec. -- r / Ext .2 BC/—�- TYPE AREA COVO. �- Fuel — 'O Type flue�-----Type Htg.System Fuel rm encl._-- Well cover_.trfogJ---. r gyp,,A , i tans have been reviewed for conformity with Lire protection statutes and regulations of Oregon administered The submitted p the this office. Items No. on the enclosed list are applicable. Approval items submitted ubamitspecially e eplains istnotanvisions must be app oval of omissions oroversigInthtshts b this checkedroyal of s to meet current fire protection regulations`able re ulations of local gc,vernment. office or of noncompliance with any app NEMARKS: Fire and Life Safety Plan Review based on the 1979 edition of the State of Oregon Fire and Life Safety Code. 1) Exit corridors require spearation from nyother area by one-hour fire resistive construction. Sec. 33C4(g) Sar way to 2) Door assemblies of interiontplessgthan 20s to rminutesridors aandrmustrbe self- ave a fire resistance rating ofoire wired closing or automatic closing: RelSee,1979 State hts in rStructuragluSpecialty Codes set in fixed (steel) framing. Section 3304(h) 3) Voids created by ceiling-floor systems require draft barriers not exceeding each 1000 sq. feet. Sec. 2517(f) 4) Fire stops, blocking or framing members pierced for utiiitWoodnframeuire packing to equal fire resistance nprGf°rbothto svertpcalcand�horizontal construction requires firestopp g draft openings at maximum intervals of 10 feet. Sec. 2517(f) 5) Handrails are required on all stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305(3) 5) HaNdware for all doors requi�edo�kineg9nst egis gress,(twith bouviousof mple type having no provisions fo 9 aga method of operation. Flush boltstotherion) than listed automatic are not acceptable. Sec. 3303 (see p _ 7) Surface flagsminimum requirement: me spread rates of walls an ce in , EXAMINED BYr- ;----- I Birchill COPIES TO:'—_2_Clt-y-of-Tigard—`1-Gene BircFI-T 300-18 TUALATIN RURAL FIRE PROTECTION DISTRICT NOTICE OF PLANS REVIEW PO BOX 127. TUALAIIN, On 97062 (THIS IS NOT A BUILDING PERMIT) PHONE (503) fiR2 2601 jv t� Building Dr. Morris Kristin Square 8770 SW Scoffins Tigard _ _P,,qp 2 .1 2 Address stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 8) Install not less than one (1) class 2A IOBC Fire Extinguisher I r> WA _ �� — ``�� j �� N l� tl+ t,` w r mss• Pa9t`i'' %#Nlldt rh� ?�M' ` /'�./\ ,.''.,.:,,.y ,�` p J.•..„;:,� h u t ,. .; Yv ,•( .1,�y� .i! y qf• t �'� ..',{"?!IV, `',y,t l' .I. - !,•,�Mh7!/i,.l�g{d11sp1p � ; Ar,;r hg , �1"°t� r N � / 4 M,•lyi'��R� y.l y�, ?.-Jtiy.�,,'1Y�y',1�1,1�' il fp �,,• . { W,I+},t+dj r ':4�R\. d';1�` +�':1�!+Pu• ',J Ir 4h� *"";! r. 'ei'd t Vlu., a •, '�+ � I, a"4 t�Pyi' 111 d11I"�+.V�I/''a 1n14 ., �11lIV% Wy +1' ` fMA�IiAII//: 1��►�, ,>t( IF '. ( , adj1 k w 1 1�j�.,,, • y( 1 �YV•. !�' . 1�'� '. �I r�, -."�w4 { , s ,r,y`` a !11" .� lN+��"F+,IM , ! S � i�V 1'1 � � a 1 `1' �•Y. ,f i� f f ati.a' wf "it °i, � ��r„►;.� �;►► r g '��rr • ,�,► � , l�r�;�.-�''f n 1.,'fi 1,1"�til�'� .1r ;a�� N �'1, 4,., r .,:,�. 1!1 lGe . °".— .T�'••�s, rc:,'Tz7E7.7 ^.�^,�s'7.7 ,l t t >F }' OF Occl -VICNGS CITY 01 TIGAF�I) ,;yOREGON ,�, j;; t Robert Randall Co. _Permit No.___"361 ____ : : Owner 9500 SW Barbur Blvd. . Portland_ Address: _ — ►,' , Building Address: 8770 SW Scoffins Street +r � a Fire Zone:---_ �;•• ,, �, � Occupancy:.E.=.2—Land Use Zone:—Bldg.Type--- ;i}�1►u 1 anent modifications - Lower Floor —SW End. Comments: T t + • +'fit"' ? y I 4 'van this 2 8th_day of F:p r i 1 , 1981_ ^.+�.'•: ''' Certificate is hereby given A ;•� that said building may oe occupied and that it A.t complies with all requ,rernents of the Build J r } . h it of Tigard, as approved ing Code for e City g R,. } �E' by the Tigard City Council. y�',�t;"��l►f u' inp (r.-;,ector ., . 2 i t h �+4 � ;��• Building Official � Post Certificate in Conspicuous Mice �- ,� `•y! k rj�y •. lll �9 "J �� 1�6a :?y�ltit�.to► Uj •( .fit , ► h ` y��+�ti`` t'ry!!►1y"( 1.;H,�!.•�;f►�NA t,�( ��, r, . rn��,�,�t�, �!r' '�:�,pe�'�''1l�'��w+4�`�;;W� ;��t►� �!r�,, HN � ,. i ,`ire"<�i i'" ','k'I�tlr LIN•;y ••, ��' j'T+ {: ir1•°.+•ql 1'•• - i.:.,yd;f t � f.,,�:' , � rAr ! `�• '+ .�1 ` iry!(1. �:+�r s' . "Y iv:._�.,t*:'. m }♦ ... •�.��.� 'L ..,�_,.e-pg .,, lam' ,jf =;.�!• ®nr,le 675 .itat♦� -oGN PERMIT APPLICATION COF TIGARD Date ;/24 , 19I11 No. 0502 The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 8770 SW Scof.firns APPLICANT: Owner xx _ Lessee Authorized Representative-XX- _ PJAME/COMPANY DIMNSIONAL IM1TAIES Tel. 631--3961 ' PROPOSED SIGN: Freestanding Xxx Wall ._ Projecting Oer th _ SIGN DIMENSIONS 1-:'x4.5' — AREA 55 su HEIGHT _12' WALL AREA. _ PROPERTY FRONTAGE COST$170 } 70NING DISTRICT ILLUMINATIONt'cNZ MATERIAL PLYWOOD AND PLASTIC _ COLOR ;'E-WW, CAMEL TIAIT?, COPY KRISTIN SQUARE? / WITH TENANT PANELS D9B EXISTING SIGNS: Freestanding . Wall _ Projecting _ Other COMMENTS: ?- gym) ,_si,-jn --(zeal estate sig) All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed ---- ------ within ninety days after the issuance of the permit, the permit shall PLANNING DEPARTMENT become null and vnid. Permit Fee Approved Applicant'sSignature' ReceiptQo_ -- ` 'IC-e7" Renewal Date t, Telephone 1 SW End BUILDING PERMIT APPLICATION TIGARD DATE. _ _,�s S1 _ 361° THE UNDERSIGNED HERESY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 145-1131 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE _— + LOT NO. a�Da OWNER Robsrt Randall CW_DBADDRESS 877Q SU 3cof fine Street ARCHITECT ENGINEER BUILDER some , _AADDRESS 9501) SU Berbur Blvd. DESIGNER TonDYraguen STRUCTUF'2 L] NEW LX REMODEL ❑ ADDITION Ll REPAIR ❑ RENEWAL ❑ FIRE DAMAGE C' DEMOLITION `J'kSIDENCE J(COMM 0 EDUCATIONAL L] GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SAAR -1-NCE OCCUPANCY _OffZ LAND USE ZONE _BLDG.TYPE ---FIRE ZONE_____ PLAN CHECK BY 61u HEAT Complete tenant modifications all Dar Plana,,_& cede requirements. No Plulrbinu, p► tied, _ SEWER PERMIT# _OCC.LOAD FLOOR LOAD _ HEIGHT N0.STOR_IES _ AREA 1 ' 7 NO.BEDROOMS VALU43,d00. BUILDING DEPARTMENT 1---' SETBACKS FRONT REAR DEFT SIDE RIGHT SIDE Permit x 8, 0 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONINQ REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 14.f)(1 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 4 �� WITH ALL APPLICABI.F CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal _ • riESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CUnRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 4'`n1 1. 12 ,F j ; Total *43.1 43.1 SDC— — I PDC# APPLICANT OR AGENT By n Receipt Nn Approved duh 1 ADDRE� — PHONE qw REMARKS PLUMBING I DATE DATE INSP. TYPE 1 ECTION -_ -- Permit No. - - - - - ---- Pough•in - - - -- ---- -- Fixture - Final ----- - -- -- - HEATING _._ --- - - --- Contractor -- - _._-� - --- ---- Permit No. - - ---- -------- Gat or Oil ------ Rough-in - ---- - - - Final - -- - - SEWER - - -.- -- -- - - Final -- -- DRIVEWAY - - --- - Final - - --- Storm Drainage -- `- (Rain Drain)Final -- ----- -. Sirfewel k - ---- - - Curb&Street Final -- Approach -- SDG.DEPT.FINAL rT- -l EMPORARY CERTW CATS OCC NCY Final ---- ICERTIi-1CATE OCCUPANCY T Y� t_endscapinp -- Toning Final 3 r 1'. 1 z$ r1 ri r ■ ■ ■■■■ ■ E� �"_ r ■■ ■■■■ ■ ■■eMMEMOr ■ ■ , Sm ■■ ■ r■■■■ r■ ■r ■■ ■ ■ ■ ■ r ■ ■■ ■■■ ■ ■■■■ ■ , ■■r no _ ■ ■■ ■■ ■■■■■ ■ ■■ f�i !� ■ ■■■■■ I ■ ■■ ■■■■■■■ ■■■■■■ ■ ■ ■■ ■■■ ■■■■■■■ ■ ■■■ Wo M : �, ■■■■■ ■■ ■■■ ■ ■■■■ r� ■■ mom. . . A , c, ■rr. . , ■r.■ mom r■ ■ ■■i■■■ ■ ■■■■ ■ ■■■■■■ ` - - i� ■ ■■■ ■ ■ ■ ■■■ fir■ ■■■ ■� ■on ■ON ■■ ■r ■ ■ MOM ■ j ti qW W1 W w BUILDING 'DEPARTMENT, TIGARD �T PLUMBING PERMIT 1� � L.G' <– �122L holder of a valid plumbing contractors license is hereby authorizi6d to cause plumbing work as rein noted,to be ;nstalled in accordance wi'h the pluinbinij code. of Tigard. Such insta!'ations require inspection by the City Inspector who shall be notified not less than four (4) hours prior to the tirne the installations are rLady for inspection. C ty of Tigard Business License required for all ZkKd"--L�' ctors and st./o-contractors. Owne 1Le�1L._— _ Addrf.:s. Dar-e_— — NUMBER CF TOTAL PERMIT NO.'S TYPE GF PERMIT ITEMS FEE ON EACH AMOUNT (OfficeUse Only 1 -RESIDENTIAL _ _� Iq. Single Family-11 bath-each 2500 pjolex-Each I bath un t - ---_ _ _ _25.00 ---� Additional bathrooms-each _ _ 10.00 {I Mobile Home Space-eac 1 15.00 --- INDIVIDUAL FIXTURE FEES .r ---- 1 to 50 Fiwtures in 1 building-each 3.00 51 to 100 Fixtures m 1 building-each 2.50 '. 101 to 200 Fixtures in 1 building-each -- 2.00 201 or more Fixa.res in 1 building-each 1.50 - -- — MISCELLANEOUS Building Sewer-1st 50 ft. / 10.00 Sewer each arldition»I 100 ft. _ 10.00 Water Service to budding `-_ 5.00 Private Water Systems-each 100 It. - - 1000 — PERMIT /�Z for Plumbing lospectinn Phone 6.39 4171 +k,Stat Plumbing Contractor By, _TOTALRECEIPT NO. Issued By I �xow _IWAWEwin ROC:F W^ILIN0y SGNCD. " �-- u yUSO♦*�U I-HIi. � x I Z HD^Pk.7 , LL ► J � If T,hF FL R. MAO LAMQV SGNEIJ, V1 II Ft-T" I-MM WL.- IOd it VA. h LFT. !'ND WL.' •�! ii F-It-r WALL.- 49 1 !� l RCAF. WALLdc! ( eo F ,, Q_ � ► l �I FL_R NAILINIJ �!,C-Nep•� I O d 4e fe"G`,r. P R DGrG�r IN �ICLO i� � Pt:b:�.►iS"T'OS ISL.OR.�, �A ca id R i i � 4 G`vF NA LIN&V st-ma 7. - Ji E AT Et'�tnF.a. d i1{ ciEL�. I > z _j � � W - 1 gUyPrnla �-NR. �� jy - --T --- - u l.o v) J � r ry LL Zm PLR. NA-IIAH4-s sa"Ro. R._ 6NC1 WL,- 10,d 49 MW d:;P.G. _W PRT. WALL- <3cd cap CAP Rl�AR "^LL w n Ar. E oterS r-�EI„D s TG,pWm SMARE1 e-vER i-HR PtATGC> SuS.f`rND. 1--MA 4 k IL HDR/Z- j� Yi." I I 14a Fera. w.1t-1nc� .r+G 1 i e"M -- 62 r yt" vvs. fsAo.-? Graz-. wAtLL-- ad fm I 1?L'^Pt WA � I J � , 1 ( ` T SIP." LwYP. ARD. - } h! :5C-lUTH WP+I.I_. ONL..Y -- SQFs 5or. 220°S - '7V U.gG, - RPMG)vF_S SH�L■'TP�CX�, CN � ��(AlL'�� , Lxq r,-r, Cx/r.H, JT. a O f '9N r Iah ■ +Iv �.J HR x IL MOR FRY. 'n/P►L.t� 96, e•• t.vF, �RO•� I p.C_APa W/+t..l.,-- td �:. !_e" t7•G• � I �I T � Sher <sYP. ®FtL7. ' K �pUTH W��-.L• ON�„Y ZZOS SHCGTRGGK CN $ L.-5, Cxr'A.H. .i T, �'• �� 1M 4 G. C r. v FORCES (MAIC q R a 4 1 Sage q N 1168 "ERCTIONS GRRDE OF LUMBER 0 C scse .I 00.12 n e N -4906 4 " 2501. r ° -0072 j K eee� N 7501 OP CHORD 2X 6 OFL SS 0 c -7970 K L eee.� o f lies O N -258 BOTTOM CHORD 2X 6 DFL S9 E F -450' L N 7970 r .t X63 OES MEMBERS 2X 4 OFL STUD/STRNO 4 NJ-1 4589 I O +RA K 169 L -1283 114 CA 2xv COOT. flRlefmB CNL II all m .19 MKI Nil. E L 591 ;y E y -aae4 ' r-�rL c�ti (.NOP.D 9FG.c.l/4 FAAIELP f CAMr•_�� o o •'N'•o� RECOMMEaD 3/4.It LAM v I:10 T. �. - ;= 1� 6C I 2x4 TRUSS DESIGNED TO SUPPORT 376# MECH. UNITS OVERP3 `t s I TRUSSES (ON 4 ' -0" PAD) , AT :ANY LOCATION OR 1 IV � / OVER 2 TRUSSES t ANY LOCATION. t TYF,•) ZK.4 4x7 vis�� P.L LA►,11.(Ty F r�fA ENo5) exp h z,,4 / 08 C / I .Ka Br 3'z"'Sf�.•• E •4r5 / �.8 F 1. � o Cry Cad 2R4 4112 4r6 H 1 4rS 34" )Mu 7x8"/ i , .r4 Ors 4r� 4AN1. ) 7-- ?�x,4 R.TS eyp� "ttILE 7x'3?' v t PZLC nepn WaM hutle Jne IM i5lfe coot rule a$^e�Mr-•nl.7nf la uyM Mai"a"CennityN __---- 1 oun trmnyf,gm,on a,+ Heol wraf am�rr wits e ,mo eom t,nos or Ins nl'rf lo,nil -1�-'_ +^or aorgry IPoreri w 0.Ito Oftr n.mamfeon *om of frown se 4a0 Moat nJ 1695 or SPAN 'T'T' '. TC ' LNmwnry nlJrta Naorf fnr.oa7f Nf Joaro nowmjnffe•erorn reoonga.ti oMr Ter Ana>• PITCH 15. D ._ fef000nna«forge ,,,, NOTEU TC _—L _ ` •.•Jl on'an a Hutt •r t 1.f p�.,,,nO fewrw t re h ewr4 afefq w r_�+.—r, I l °q�1FES�IONAL .mnirf lama a fnr►f trruen,n 09iyii"h ro Iae sure SPACING 7• D Psr •, _QD I FIUSS 4 v ,� 4nwmfe Ce ine P 0 site Sffrnf, we 9et0e 32.D trC •'•LtNGINEEfiINd STR. INCR. T0-AL. 10.4 nr S Y. 42.0 OF UL AERCTION9 GRROE OF MiVEH cea q H -ibe e M 1269 + - 4501. CP CHURU <X 6 UFL 013 1'12 M 0 -5364 F N -4906 N - 2501 -811 9 1 {les a N -250 °UTTOM CHUHB 2X 5 UFL 39 Hall ! C -9112 AEB MEMBERS 2X 4 UFL STUD/3TRNO NOTEV ';7a c J 453 '+83 1 .0 -eel 0 N l60 ,E ;s, CM III 'OUT. ee•c11t•COOL to 111 0/2-10 MART e1•. /1,41 O 1. -1293 � � +�� CQR E �' . E L ssl ,��p PR c � t;N(�G�iE�,.r.��4 pA>JEL., E N -3701 .`<- G�f�1E\,) ;;905 S.1;t. BUCNHAM AVE. v o BOX cn rnGPHONE 639•1141 ON 97223 TRUSS DESIGNED TO SUPPORT 376# MECH. UNITS OVER 3 r TRUSSES(ON 4' -0" PAD) . AT —� LA :ANY LOCATION OR 157,0 UNITS OVER. 2 TRUSSES, ANY LOCA-ION, R� 101 �I 1 4%,6 7 L'a 4 _ ,. a - - 4r4 •4r5 ` 4r8 4r5 05 p \ l T 06 4r5 2x4 4r5 t l,n 4s IL 71t►(,E 1 N 2x4 Z• 3x4 MT-5 4 SALY.A - Z 5 YA v S A POLL (cin N rf : lSMn 3OeCINCiIgM ipt L,gnt MH•me"ce•nevea �t��1 ,"Afflot»ora+ea,m000nslo01ofinetrust lom" SPAN Tf'a TC — „-� ., CODE URlD-79 ne0'", oesNe{P01" JNR.NO•foR+Nd (Mor 25. 0 psi, I -^r•'r 11 PRnFESSICNAL DATE am.00nlmst lmustoeonceanunnQNeaonena PITCH NOTED TC :L 7 a r'9/ �^"}"'e!`!'.Y��li(�11�Illilt1! V,'000 Muss e,oaea do•0,01"an rt M tnoMf Ntr onh tnr muP• SPACING ..".uZ.U'... ENGINEERIN'3 �OE3 f rgtgMqwry ro toeelh:W*C*1 o�rm"to 32.0 • CC ~L i 4 ' � r.y •.0. ✓ SFT I OF I ,, ' BY . So�«i•.wo.IHt1S STR. INCR. i 5 Y Tb'+L. 42.0 �N — ti 1'ORCES t"Y.) "EnCTIONS GRACE OF LUMBER a e a Y 1 13066 a n .re K tits a -L501 CF CHOMO 1X 5 UFL 55 e C -sees : 1 60.12 M t -5364 F N -490* 0 -6072 3 K Het? e I a+s a N -269 BOTTOM CHURO 2X 6 OFL 55 0 c -7679 K L HHe7 r c -0172 AEB MEMBERS 2X ♦ DFL 51UO19TAMO A NCIfE.O F / -2662 L K 1870 c 3 453 I O 0 + M 4663 1 0 -x21 0 a leg u,en rre rout. 1"wos rm► is uu nntlf ma !t;§A [�� 7 L -110] II - Ily`, SY Uf c V It [ L 591 Z:O r I_ I/ -'A r A. PNV&%_ .'SNFIAM AVE. F ti -3266rG1 Ne .Ij r ;7. PHONE 63.1 1' iZ(_-Wh\WE0 ')14. 6MA(,� -23 I•IpeteuT. TRUSS DESIGNED TO SU?PORT �4 )76# mECH. UNITS OVER 2 2 \. v i 'a. 'TRUSSES(ON 41-0" PAD), AT �Yf" ANY LOCATION OR 157# UNITS (TYP ' OVER 2 TRUSSES, ANY. LOCF.TION. ^,�1iFa1SIC,5INC�. !.r Il(P,I. i�N�.'TyF RITN END5) �L .0.a SOW'yt.. 7EF �4 ?251 Z.4 C 4t5 f I At6 425 1 std 14 ° Cp t ctr_ cr* \ +4• 2Rti 4112 Orb Ory 4 4tb Orb L It 12 ' 4 1, T m Z. 3'.4" =1ti(k?,c'�y u1NT.) Z 3x4 Ct.l�')141G1�C 3 R4 R.T 5 I PILL y�LANT.) len ewgn n e eaaeena." in.corn aurnuwnr,u..pm r.,.nm Buena+ro � '�I ' 11 CODE UF3l� Vtmu Rw,ee .mur.um emu rnn xeromon..e,oro en.n no.tm m.mm�..... SPAT: 44-13 . T I leo6etn.•v►•atne en e+noap.nwe emen.cn,x.trm.n�r•ae0•.anti+Ai"9+n. CLL 25.0 1'!I 1 -.f n�� PA10FESSIONAL tp"laareeerar.•MP,oewpnnie.m,eento,the,.,•.uveeenae•.eu•..parnnn.a PI7(�H NOfE� TC L 7.9 I!/ t='°,:rt� li 1 i'rj ��„'1,iI wCOOTRUSS DATE peror,mgmuea.weemrawtr.,wem w«nr..rreeernpar.00,.MenriM...e C9-20-79 r ,1.rLluu EN3WEERINa ;CE) •net en.+•a u,.t �t ne pu.ep enyne,t.ef eeween.o.nese rur•twnt aKne tt .;PAGMJC3 • BC ZL 1 32.0 10.0 I9/ 4 ► H +:ertnu c..me 010 btu,snm.,W4,44104 STA.INCR. 5 X TOTAL. 42.0 r!/ AHT I OF BY rC rORCES (MAIL) "ERCTIONS GRACE OF LUMBER N 9 0 H 1 c96 a H -100 0 h 1:,69 a - 4501 ;LP CHORO ,X 6 OFL SS e c. -sees 1 4072 H e -5104 F N 4909 N -2501 C 0 -6072 ] K 9007 a 1 1195 C N -its COT i OM CHORD 2X 6 DFL SS 1 0 E -7014 K L eK67 1 f -9172 AEO MEMBERS 2X 4 OFL STUD/SiHNO A I�IUteD - f f -15tl7 L N 'I670 C ] 4S! F 0 0 K K 4569 i 0 -004 7 K r69 .k ',o4 ce ub coot. o++cre4 c0eo. to on eq-44 belle em. al Et 1591 �c (410>'V SR..G'4.. MiEL. Ip ��f, 0 R h . r r n �] b905 S.W,BL'11NHAM AVE. K -1201 ,,.��irGIA�E\,k I� �\ BOX -PHONE 639.1141 •eci Or �Xf MbO V4• 6Wfrt K. _ 1.r•Sn r°.c'+ON 97223 1� I�IDecAMT. t TRUSS DESIGNED TO SUPPORT ;.�. ZtA Zook 376,# MECH. UNITS OVER 3 �''c r „ ��y TRUSSES(ON 4'—C" PAD). AT (%t" —+ r ,I� MY LOCATION OR 157# UNITS Ld�H° , OVER 2 TRUSSES, ANY LOCPTION. 4x� �f's'*`1AL LA15S..tvP P,o'(A BN�S� t� �O <S Z`4/ .ob 8:,W:!L E I r Ora C 4r5 / y Ora 4t'_+ , I 4,8 2.4 +— 1 345' Au ZK¢h 4111, 4•W 465 .14 415 Oto 411L •ey 3-,�• ` T ^,111.9, 7x13 9 � � � =tt.lCkr?x5�' � N �;4„ K,'1'M15 4 DtL)LY. 3�a Rt 5 I fjI,'(.C. w-0^'1.n,taa!Inn n1.nnn a;rtnaenl a".0,W's"'M connrtlq 44-6". ��1� Y-v11r,lIN 1ilM.\tp Cbb+r'l'.r,\ir a n+a.....nl+bbT l,MbatlM,rvlr rC Mb »4ftmnrenr en em Mm-.,umrn Mn41,—sw 1,90, bi Nd 11 SPAN `T'1"•� . C;- 45.0 ler I --^r'r'•'�+""-' pWIFESSIONAI. 1■f7•, T.mvrbran«w a•a4bw4n w•rarn•tbn .n bet"I as blot""mn"a+nnn ra PITCH NOTED T('^L r..+r�nn,�i�1 i I,1�1 ii�1.,,1�� 1'i00D 1RU$$ DATE ,mnt a•orr wrap onr ooarrnoo+r"n•n•c.n un0u reocnuwnor+r rnr mno 7.n P9I 1 - _ _ _, ..•....l.u.. ENCSINEEF�NO �C,g 09-Y0 d r,,,.t \ •a"aro atnnw,.waanogeq ro rncn\anaenr+1cM w SPACING FC�L. 1,: �- 3aJ I!a 4 tnvvAnoua"an.\\"vnbt SIR.INCR32.D TO"�L .n.C. ♦sr y., 51.{.r I�F � BY . n +n.ea Co.me.•0 ert0 se.,n.,we.69105 i S 7. 12.0 CC REACTIONS GRADE OF lumdEn 4 till 4 - 4501 -6900 2501 TOP CH00 �y c SFL SS 9 f utlb o N s9e ADT IDM CHORD 2y S Y AFL 53 C ofl MEMSF049 4 &FL S%2A(STAND A NC 167 .r bel L N 1670 1 063 a All I -tree .4. •X4 an All f.0111. 8"VING as :5 le..,I f.Mllf"In. L 591 .4tQ', I.10'CAMY. 7 Y,7 A, A 415 Aly d 418 14 lip WZ 4, 415 �x4l A,j 410 41 m N Av r -7 -OCE 9PAN 7r,LL pip, 1:11f)FEe9I0NA1 AM PITCH NOW TC DL 1000 T nUSS ' CAM 7.0 -,PAr.lNri -1C OL 9 19M&UIT'go, � J a • • • • low a N •4!1 • q :H1 V - 00 ;I• n.,10 'It to Ort !7 • .'.1• r •i11 • f 1111 -11• ^'i�M ' +0�0 !Y (r .'l 5! 1 ^ • t •T904 ■ •99T t 1 ..i,1 Ors 1"ww!Rs ;1 1 9•' 1T'J0/1T\R• , � 1/ • I911 ', • +i?C •, J 4311 ' 11'' •! 1 I , Z IA�I 4'..7 ,x,��AL ��T (,vr 9eTN lHUs 13 _i 41 2■4 p r I �■�e,�� E q,b ( I gv! 16 1 14.4 4ea OAS ---• -�-'� - =-�--- I 2A4 M 1 �A. �.�.T. 429 1a1 A hlj 11,4 y'y" �RXk -7 K8Y 314°`S NA:J► /Nv, .•+.,w .. ti...... .......,+ , .. gIaN 4°4-8N. -r� 11.: �• � ,`-2.1.� `�Q! J ,r�R3lt0{ ^C08 ��la .1►9'�►�sw+.,•,..w�++ +.• -w..w...r..r..r•.•...r •fT1>r'FI V�'E� ':'?L � r....�.. .�1r','j' 1, "CgpTlllli� �CAT� •t-]e..t� gr.yM•�r .-•►rw..+w...ws+.+.r.�,n•.n.+�..�w •3P'•'•.CIN'J , 3�C. 1• ..�..� •.. [. M16•M �. �w�i� .r�wwrrr.w'V. m ' l7.Q 1 C r•• �. ' 1 ►. •'OWtwha.•1 't m .lrnv.r■ ■tie► 9' ''K.R „6 1Y 7_ FORCES RE9CT!ONS GRADE OF LUMBER n 0 -1020 C F 0 A E +1 TOP CHORD 2X B DFL N0, 2 P C 2107 r r Is2o F 19+1 O BOTTOM CHORD 2% 4 DFL NO. 2 0 F -991 e'T2 AEB MEMBERS 2k 4 DFL STUD/STAND NOTED 0 6 .111 PN� GHUtZO hR. �Y.} PAN6L. �Uh4i L OE5161EP FOZ ?1500 LS CL►d ZAO • w �Iiw n for, ucL y V 4 T'I 6u. ToUSS SYMMETRICAL yfCILE4x5, ABOLT CENTER LINE 4' . 14i1G 4' C I C i16" 4r5 ,•t 3x5 IJ CI n!{ •" ,;s doted TNisdrew: gganlil mPe,anee`rd for nnlnn,inn,, ro\ end .Dun^ Coda, oarifital \ n r n11 C f.J Not apptovn!•Rcru6mil.A1e.!d, \r I \\ \ 1110 fallowing LI 14 ��- ��,�•' c L6br2% �'icicE u0TC ;PAN ` ' 4" L SO.0 nsr y„_,: rr.S:,ON7L KLA i Tr DL 30.C Por 1 I r r a.�y.,lfiJ T91 SS DATE . CN(i'IEGRIr.fS .t •,.,.,... .,t.,yin,citrtv, r.rmin¢.,In SPACINO� 24.0 "f3CUL 10.0 n9r BYJL) {STP Ir1CP 0 y, TOTAL 90,C -sr E3� cr 1 Int.P 0 5119 Woo.Wo 9910! _- �rwiwra�ar ra�rr• y FORCES ` REACTIONS WOE OF LUMBER 1 n 6 -4684 o ff 6 a 9 38 A-289') TOP CHORD 2Y 0 DFL NO. 1 r. r 1eeb H 1 1691 A It 9219 ranV,Oi AG&OU+ts ewuwo M1u BOTTOM CHORD_2% S GFL SS.. r 6616 t J Mb 6 H -2299 ,U L-Mit WAMIwO 9rafS§§j to rHl "LLOWAe1.! cumpmesslow iIEB MEMBERS 2y�y4 DFL•STUD/STAND '�ND7ED r r -10162 1 K 9")d ! 1 9927 1 taatMOCULAa to Uaalw•0t r. 1 -1999 M+1MU4S USSO r ,176 (.gyp 52 sl/a 7ANEL r J -929 C K -99! CEl,Ct1,h�END �� Gt„1, _ TomN' 11, Ec , ('(Y P,) lel Y,tilJ'711'f�5 ��',��?•7 �� t•`Q�• '7�1� �K�� TKUl9 s1 K!ICT!!l CC,1, gldUt CCM;Ca a.!AC a r•• _,Ir q B D E 215 '•"r t,l ❑ No xcepGons This w: wn. a tequirod ad.. l`I"•` .trout 1 � .n 1�Nct euntue i!, uhmll.Marily IU 3T5 519 `iIT 5xV y y hslollowing _ 'AN 37 1 rr,LL S0.0 r!r ;a)PF531drJ.tL ODF (� PITCH FLAT TC DL 30.0 ►vI'IU33 DATE OB-3O-'19 SPAC•Y 19.2 OC DL 10.0 ►!► ,j EEf1IH; ):UB 7h• x 14 y rnTAL on.a al; ,:r 13Ywj GC _...��-�.- r .r.��..w.�......rr....ww.�.....+r 1�.wr..t.wrwn..ru..�,�..u....�...r�...0 ww�l�r��►Lw+�Y�+�� i FORCES F F c n E 41 REACTICNS GRAOE OF LUMBER A r. -^100 r a 2259 n F 2721 Q-1928 TOP CHOP,, 2X B DFL N0. 2 3400 a N 7400 F IA,N 0 n 12.1) BOTTOM C1I0RO 2X 4 DFL N0. 2 A � . r 6 su NEB MtHerns 2) 4 OFL STUD/STgND 1 uOTED 11/4. PANEL. '1G0M' TCU�ti DE�iIGNcp FO , 73 f'- TRUSS SYMMETRICAL ABOUT CENTER LINE q � G � { 4x7 05 II\ lj ❑ No Excoptiens �( w CJ Changes, nr P.'ctnrl Th11 drA%:np wa1 chod•ad Inr r,m•.n•,;nne, 4nnnlil;el,c,pl"co wkh pnc;hrnNent And toaaun codes _ Sigi)Jn— I' I lot ept roved•Reenbmd•m1 +Ir I T ?x4 _ 4 0 f y of ' �tinntl 20' 4" w.�...o....w..�.�,-�.��.....n......+.r. �.. `r o smarten,- 5 0 oi, a, rt.LL 50.0 n9r ' rMn II.Yi I':nn Ji:•I N0,1,•�c1 *7 ,^ �ITCh'I FLAT ► ''^•- . PIi7d r.. j•_::r �y'1J n r ,-aa•,�.,, y � TCDL 30.0 pA. mc. spac;rlc 24.D • ns,OL Is,.D p r "()C.,:.TrUSS 1 DATE 0 q 4namao ro Inc p 0 5711 SaNIl.we 94105STR - =N„tl^:Eplfl^ 1013 �STq ;NCR. 0 % iGTAI 90 C ptr f L 113. Y 4G ' K I Receipt # 3 3 SEWER PERMIT N? 18863 .. l Unified Sewerage Agency V. 7` , of Washington County CITY OF Tia d_______ DATE _.24-21/79 _ UWNER: Robert Randall _ _ PHONE : 245-1131 OWNER 'S ADDRESS: �T-Y"PE OF INSTALLATION: .6nI BUILDING SEWER L,] BUILDING aEWER AND SIDE SEWER TYPE OF OCCUPANCY : NEW Ci SINGLE !- AMILY COMMERCIAL ❑ EXIS7 . (PR IOR 'TO 7- ± -70 ) ❑ MALT. RES. ❑ INDUSTRIAL FIXTURE UNITSDWELLING UNITS ADDRESS G! STRUCTUREe _ PERMIT CONDITIONS: THE APPLICANT AGREES 70 COMPLY WITH ALL RULES AND REGUI_ATIOI41) OF THF UNIFIED SFWERAGF AGENCY, WHEN CALLING FOR INSPECTION , PLEASE REFER TO THE PERMIT NUMBER. THIS APPLICATION EXPIRES IN ONE- HUNDRED AND TWENTY ( 120 ) DAYS. THS AMOUNT PAID WILL BE FORFEITED SHOULD EXPIRATION OCCUR. FEES: PERMIT F=EE CONNECTION CHARGE SIDE SEWER INSTALLATION _ __—Penny Liebertz I ISSUED BY i OTHER TOTAL 7 fS_' 1\F'F LICANT DATE ,E LAic, Sc%;[R SERVICE WILL BESIH FOR THIS SEWER PERMIT 18863 c a.MT ADDRESS OF STRUCTURE 8770 SW Scoffing Street TAX MAP - TAX LOT _ � SYSTEM Fanno Crock LOT BLOCK _ [)F ETIJ _ 779 APPROVED BY DATE by DATE D. U. ' S 3 REMARKS Buildinq Permit #2774 r:_aif .iLv ,+ !'{' 'r "'19wR1�v tiw9"�"M r«n.;✓+�'1�'6�.._ -e1Wt( �lAltl "w ow!* � Ile BUILDING PERMIT APPLICATION 1oF TIGAR� DATE.. ' _. 19 TC THE UNDERSIGNED HEREBY W PLIES FOR APERMIT FOR THE WORK HEREIN INDICATED 13UILDERPHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. OWNER may.. _ JOB ADDRESS '_ IW "cot t i+ls ',40 HOME ADDRESS ARCHITECT -71acKpIrang 3 �— ojI. ENGINEER �` 7 BUILDER ADDRESS "' PATt�I�t; R1Vd. _ DESIGNER rSTTR_UCTLRE ❑NEW ❑REMODEL OADDITION ❑REPAIR ❑RENEWAL ❑FIrR�tEDAMAGE ❑DEMOLITION uRESIDENCE ❑COPIM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO O [T CARPORT ❑GARAGE STORAGE0S.AR L-]FENrE ❑BOND ❑MOVING ❑CONDITIONAL USc ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY =':"_ LAND L:SE ZONE L:! BLDG. TYPE_ FlF;E ZONC•_ PLA,:CHECK BY`______ HEAT. �)ff lea l ,for pl cte h ccaU�. I � 1`:J!i (U LUIN(i AUL oNLY• NO, (XCUPANLY DILL L'L 0+ -THUW', UNTIL If. '`WtT MODIFILPT f?, WIVE H[fN ANIF401Jfi:0 _ -)gL If3r "ormit ':18663 — S[090*00 Tllechaniral h PlurnUinu PoxmiL•e : r,)ciuirii;JQ 0 . LIZAD-__ea FLOOR LOAD 511 HEIQH __N4�iQE � 1 AREA 7i�9 -dFDRQQ S_ VALUE �J t BUILDING DEPARTMEP!T SEt BACKS FRONTREAR LEFT SIDE RIGHT SIDE -- ---- --- -- - Permit .I s ou -' THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE rJUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODFS AND ORDINANCES, AND I r IS McREBY AGREED THAT THE - WORK WILL BE DONE IN ACCORDANCE WI'H THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH SUI)-total FJ i I fJ ALL APPLICABLE CODES AND ORDINANC F.S. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 14.44 LICENSE, SEPARATE PERMITS REQUIRED FOR SEWER, PLUMB,NG AND HEATING. Total 7ny. 94 By -.-- �7,��/, ArPLICANT OR AGENT Appioved Recvipl Ni) . ,M.._. — .._., ,, .. .,'PHORE 1w JQ 'LUMBING DATE Contractor f Rough-in —4y DP.TE INSP. TYPE INSPECTION REMARKS ...... Contractor ---- Permit No. /0 Rough-in Fixture Final HEATING J MAL- Contractor 72- 4�0 PGrmit No. GC:5 or Oil AM R U h.n Final SEWER Let Arer__ ft. I'11 ki, al DRIVEWAY Final ljor*i Drainage (Rair Drain)Final ____ Sidewalk Curb&Street Final Approach 13LDG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY t-avdsraping Zoning Final RAJAZ BM 41 8570 Ad-;tee Permit No. Name of Occupant Permit charge Connection fee Z4_CC'_0_X _ Paid by Date connected Cl Type ot 12 uilding-:f e4 Inspection fee _/67 Service Paid by Date---_ Contractor. AssesEment---- Paid- Size of connection IT kAL PERMIT TO CONNECT � Tigard Sanitary District PERMIT N9 1040 DATE PERMIT IS GIVEN To OF TO CONNECT ATO THE SYSTEM OF TIGARD SANITARY DISTRICT THIS PERMIT MUST Rv POSTED ON THE DESCRIBED PREMISES UNTIL CON- N.F(-I'ION IS MADE AND INSPECTION OF CONNEC71ON HAS BEEN COM- PLETED. PERMIT FEE PAID a... .., .........•••••..TIGARI) SANITARY DISTRICT - - - - - - ---- - - - - --- ---- - - - - - - - -- -- CONNECTION INSPECTED AND APPROVED bate Superintendent i i b 73 f Addreef,FJ74 L� � Permit No. Name of Occupant_,�-&„� Permit charge i Paid by Date connected .,_ 7 / Type of Building , �'��- �_� Inspection fee Service Fa`e^ --'�' r G� Paid by _.-- -- -- Date__.. Contractor _T —zessment _ _ `=,_Paid Size of connection _ . PAIX RG 792 -------------------------------------------------------------------------------------- TIGARD OFFICE BUILDING 8770 SW SCOFFINS ST TIGARD OREGON LEFT 17ND 1,4ALL. F t53 X 22 X 20 a- 23320 LEIS F' = 221320 38 = 613 LESS/FT USE 1/2" PLYWMID WITH 10 D @ 2 C/C FOUNDATION BOLIS t 5/8" DI.A. @ ',I FT -- 0 IN C/C RIGHT END WALL ----------------- F = 53 X 22 X 20 - 2Y,20 LFII F' = 2.3320 / 23 = 1'.,13 L-1-::;/F'T USE 1/20 PLYWOOD WITH 10 D 0 2 112' [;/C - POTH SIDES FOUNDATION 1:0-T,, I VIVO" DIA. Cd 2 FT --- 0 IN C/C FRONT WALL F c 1.9 X 22 X 20 --- 6360 LEIS F` = E360 / 59 - lliq I-FIS/FT USE 3.12" PLYWOOD WITH B 1) @ 6" C/C FOUNDATION 1404-IS 1 5/8" DIA. CO 6 FT 0 IN C/C REAR WALL F = 19 X 22 X 20 8360 LEIS F' 8360 / 5E) = 1+9 LPS/FT USE 1/2' PLYWOOD WITH 8 1) @ 6" G/C FOUNDATION DOLI S : 5/8" DIA. & 6 FT 0 IN C/C LEFT END WALL F 53 X 12 X 20 = 12720 LEIS F' = 12720 / 38 = 339 LPS)/FT USE 1/20 PLYWOOD WITH H D (P 4' C/C RIGHT END WALL F = '53 X 12 X 20 1.2720 LLS F' = 12720 / 211 = 5b3 LEIS/FT It" FIR, USE 1/21 PLYWOuo WITH 10 D @ 2 J/2' C/C r,I N FRONT WALL F = 19 X 12 X 20 = 4560 LEIS F 9560 / 58 = 78 LE:S/Ft y. o�rcoN USE 1.12' PLYWOOD WITH 8 D P 6* C/C G, DVO PAGE 2 LATERAL FORCES - (CONTINUED) RC 792 REAR WALL ---------- F = 1.9 X 12 X 20 = 1560 LEIS F' = 14560 / 58 = 78 LE:S/FT USE 112' PLYWOOD WITH 8 0 R 6' C/C 434 FIRE RH/I/TANG! amDIRHCTDRY FIRE RESISTANCE RATINGS (BXUV)-Cont/nuod i1R/ ANG/DINE.TORY 43b Deslpn No. L202 FIRE RESISTANCE RATINGS (B XUV)-Continued 1 Unrestrained Assembly Rating-1 Hr a Mem Runners-No 1I N Ion spaced 41�,, OC.ICMC Cot Nm 250,200.ego Cambu■hhl. aro,dada 970.esu,1150.100). Finish natinp_15 Min le Cross Times-Nom 4 If long,Installed 2 It 0 or 1 11 OC to ISO-1 by 1 11 1.11.,hems modulo,ICMC Cat Nae 719,261 75'1 211.648,55», 49 e5a.IS9.104 171,a'. 1161,18611 a Coll FtsmahThe Irunc.t.d pyramd•ahoped oolf.r home used IC support the 2a e/rOm�lg1 Dimensional in aquae h•lurl$antl mcl,n.d I,.ealaldel.aoueba■I material panels I.assembled ' �r;y J n ® 1 from lour eu.nenlr.mo tubasearolles.*a.,.I together using rN.l r,,*Is.The Carter -rr V e Ir.me shall be gaombled and Installed m ac:or once with the Inisruellon,ancomp. } T-I--u': Carlon of qu.ner.Neme,uDasasmhlias ICMC C.1.No 1/111. + If Implln9 C110-1 1/1 In wide phiml.lohopoe Clip r dh 1/4 In web and with to and -r-•I --.- 1 VI m (loner. The 1 v1 In flange n pmadee with 0 7!8 In.long by 1/2 In wide 22 S/a• y •e•U,- tongue which boom agetnet ted based til pones and two 5/8 In long rounded longues 27 6 rr2• ._L dlsipnatl la Impel.the intllned ICOuBtieaf P•'nal edge On.1IIp shall be used at the e-Ir1' D.N al.ech Inclined acoustical molen.l pan,I.placed over the main runners or oras T1008 al miosean..Oe01 In as/M when Ther. a rRiclopen hone.,win,then Iwo Im poling Chp,ate placed apprea.I In.Irpm■,d on beth sloe,of oldops, (CMC Cal: No 1181 e a • Chicago Matelllo Corp.-Type 11.200,240 850,ego.1$s0.18So is A For 24 br 24 or 46 In laydn panels I f,nl,h Plpprinq I b+1�„ TAG l,,d 0arpud,culsr 10 lodls u, iB 31,11 a Main RunnuhNom 17 11 Ione,spaced/8,,,OC c.e Untl.,i,,•sant u, 91uru.I FI001 wllh TSO long atlgar ere cc•:10.+�np with Pg I'n� b Car 4.1 tease ase m e wl,y betweend24 malnlnur Nom 7 II long In/lolled Perpendicular IA Alternate flnian Pleam9lral neva 1pnan I,ngh I10 �oo to wghm�nl1-6101lar Ilia allowing Conscldeled 11"lolns.Ino.-Type 1100. Floor Toum^p 1:siu, -IC t3 gal of wets a 170 fes o/nos topr n Donn Cap.-Type.DRL,X,XD Of um1 Caml,r•rurr ri,119th 900 DI,mmnnt�m Th. fit a bs t,11 g n"'•ta/to 595"be National Rolling Mille Ina.-Types PIT-0000.•8000A. 6000,•OOOOA par Ill.,11 uur :,e, m1 num to pA Roper Corp.,Roper hotern-Typ.V. door .,eta!Mama.Ino-7yP.It a For 20 by 60,,lay-In Petiole 1 gu0emg Pon., �. m.,e• ,el roun.uae 0010 m wrcr a Main RYnnarn-NOm 10 11 Ien9.peas.6 It U C.ICMC Cal.Nes.I89,201.866,199. :1 lubl100r- or n r6G placed tllapan,uy to forsla or'4n.,n 1 10a9 11091 wnn�Por, ^ t C.7 with eaerwr plus antl eonhnmin won IS o'd m`mmum grade C. b Cross Teem-Nom 5 n lony4N�r�Installed 20 In 0.0 for 11oft 0 C.to form 5 by 6 N Collor I grid ton Prl antl,:.,,.•to jo,aie wnn Ip,nts steppers' g 93 e<a pass ar pIY a Collar fnmerme modules'T6e 1 uoc,tstl7P eaR,tl e6.herres go larBNamae used to support IM 2a 5 WOO.Jonnbrh mu„I 1 b IO m.Is las 0C IenlOppeU 70 ono 38 In.square h.tures and the mc,,,ad v.Poleldal acoustical material panel, e Nangar Wrro-ren I:5W0 pelt.taor wase supported from lee nada dnv,n mrcuph weed ere enombled from lour qu6marO,me wbn ombllel.ecured together using steel nr Inns S n, or, halm.+�of Imsla and hent u 011 The collo tremas shall be.ssernbl,d and meullee in acc,d.nee with the m 1 hanyn,was toe !roes,,,r ,n between I,ate hon oil ray's.tM1.•ba Iia rpOnedr•,nmPpOrt WMH 17MiOns.cool p T y01g each Carlen of a,,,I.roem.subassemblies ICMC Cot NO enpAn,la 111.11, Wr e,. n •,7n•� I r. to , nmposed of.am 21 h,ae m hr-^u.nelagh■Per d Impolln9 CIIr6ome a Item 10 A.If two c ns erell be used of baa Of each InUmed woe±Iwgt can .-n m»nf.�nn.,groel b•e,nle,ullia rte and p,nc.e a9,n 0 C acoustical morH101 panel.placed over the r,u I runners antl cross tela app- IG m ,w 6 I. r• •r rune til I,am nee shove ennr. maacr,rnti0n adda-fif hang.,w,rea nem and on sow NOB of m,eea■n CMC r,,I No e111 1 n.reamed m• ,•ro• , star spat t,brn0 n,.,•,nm pl Class feel an.'lint lob ht lea. Chioa90 M0141116 Qorp.-typ.250,260 460,100.1150,1800. lu•ea wnn 0.».. sur, , ire til'seta Zees nesrnr n oe■u.1 wash ell 1 g -anr 1 It an, was, un-11&_r to mn,n rutin.,e w r Al Cul c1o81 lase C tar 11 by OO I r lay I.Pon.]. far lrio .� u,c ,and n each mP comer 01 t br/h a MOI"Ruiner►-Nom 12 It long spaced a0 in 0.C_ICMC Cat.No.250,200.650. d by 4 n a.ne. m,. ,Pas•^"n,ho sesta„en n• „.,.pan pl Crou lab■betsrasn node, goo.mods 670,110.1850.18401 Who,the Ce q,..nn uI num 20 o,71 b Bl a b Chess Tea,-Nom r,h long Installed perpendicular to mein runny,end speced 24 in 1 Io main runners n,gin:� ».'rota I•.,sane on. r.,n panaie hanger will$lei 0 L or 6 Otto C to form 8 by 5 If coHor hams modules ICMC Cat Noe Bob'AeO, •,en unl,u n w e,s .,,.1, ,•,d sa■ad 10 m G C along ,in rum 1ae6.1650 w•ns ora nrlu„ ,f n• hr I_aP,io nerve til,the nh:�..o ,A°'ng naol,ttl,an .dabOnel henget C Cross 71004-NOM I h long mslell.d to oc.tar at ped 0I both 2 11 end,of 2 by a 11 opo Inv ere• 1t 1-1 al wane eeleflnt t0l mm�nr�I�....le phgslaid o.,, al oil C asp 1. -fol t Ileal luswes in I by 4 1:pile modules Fieln cut nom/by 21 In or I!DY 24 In pen. br 5 N rolls Ir,m.e nen 0 h br 6 II con.,isms ere uead.banger weal$Ip,nn 70 m ale a■regwnd,to fill vin we remainder of we 2 by e N grld modules.Min.besting til 0 C along n:.,•�unnlrs and twit-0ed to mein ruMan lille,panel■On Ilan yy Id mmmbe,to be 7/e IR ICMC Cel.No.607 rngrsection.u, al main runner'ereas IesPoolfu ham. Chicago M,efile COIn.1,066 II.901.260,890.160,Ile 00512100 1 80 lune I n with a,- el caner Isms m,uPon/ Who-imr,abort shoe Iltnm ISI ere used res sen. Censelleated Systems,I.e.-Type 1500 aren 11. 21 DY"•,n Danals,hangar r n■sp.eaq 19,n 0[.loop mein run OOnn COrVy TYpe1 D7(L RO 'Home et an lira, urnere ql IIYm hnml$antl n sedan,of ail 1 n loop cross sur CIen.I Ilolllnp Mills Ino,-T poa F8T•0000,-SOOOA••8000.•4000A. 7 Nenpr Wlre Iupperb-1 r+y a,n le De oo#itronen egesta/uouocr antl ucwa onwun Y lassie with lour 1 ad nail■Ifwo 6Ch endl Used wtare h,npe,wan ars need.,•between Raper Corp.,Rotor Eastern-Type V "Cela ton teal Pr6ming MambeM-Impalmy Clip--Usetl,COnlunCl100 with Type 6VIe12a light P. 5 All Duat-Gel, real with tat ane of duel o en,n rural lips t 1C) Sam,of fpm IO A d Twp gibe,hall.to used al the bus of each imellned M cenmp.see tem.of md,aduai duct oD■nmP B"0110 aeceed+t3 aq m w,'00 aq 0 l$ou,lleal mno,,nl penal,e0ea.n■pp,oalmaialy a,n,•coq nail midPoim o1 penal edea 0ntl .umnp 17,n gtlVde ICC.01 duct drop enol:'.sued 17 en m Me.d„n.•.onn nr placed or.,the croas-too bulb ICMC Cal No 8411 Duet IuPPa'1•d 1 1 PrOpnso w,m L•7.,n Thick eV.m,t r•h••nate• C"lease Motellla Coro. r 2+n endo I/cen0 Colics,lean manner.placed undo,duct ann to r, 109 $lost Pnmin9 Membo s'-Mott"psno-thee shown)IOptIonsIf-ChInnolihapvd molal pens, nal gnats,a an q8 m 0 C ens ealaClnl to duct ounela Channe4 I-Culed t0 wood oasis a vanaus galore and Imlshet mn.n.d PPoandlCuls,to eros lase or main rennin and■peood 1,nducrs fah,celetl is r,In 12 eW0 stir hangs,w,ra As an aiern,n:o the p■Ir■nal duel. In OC tai Cru 01 due operon n 1.9,0 tlW Stated MI g,viols•or,, o.and m heli of at..,e„nr the to. Th a henpa etlpn 01 IM maps pan,anpege ane,nl.rloct with the vertical pica of the type q " our sen 100 oq't of eulmq uaa Araa 01 1657 antl typo 1051 Ito tum 10C1 oris•as0urs End lapin IOlnl,OI ilia meld Pan,CMU oc ,rttlendual duet Opan,n� not to eaCnd 113 se,n Ma,diman,i0.pl pDanrn1 12,n Th,the/1 cur odleeent to main runners or cion tees Tha nteul pane shall each be supported by at •lata the dnp m cul, .s Po,I,Dnod at the coria,of a 2,m Iona 22 M90 meet nut duel best two sun runner gross tea ICMC Cal.Nos 10 10 and 10101 q'eefiber rmef.il eTr. :1 drop ie,n1u,.led wet.a nom I in Ih,li 5 Pct dens,,,,sped round du,n Cru','W"pana0 b,',,•d MSC 1 r 2,•, Chleeppo McBlllO Carp.-Type 1650 .uspand.d bas he Ir 's w m tgp cold.n0ed nal Channels. 10C.stool PrOmmg Member■'-Ord odeptor--(Not o,,Own)IOptionall-For use with Type I8FO est..nee"atnl nun i. ., 2 0 ell har wen Che^nate era Ipuud 1 all below moral Pane ISee Ilam 1011 Ar•g o tih■4ad ndsoler with a lopped rslurn Il.npa:Inpallee par■h ,bops at T7,n 0 C 1; 1i`, an sac, oda CI+ns duct drop and a,a/uead betsvean duet Iia to Cron fen ar sun runners by engaging,,tarn#linea al■eager to the 119.90 of the n wm• euP to Jtl res wee..ease a8,n 0 C la ducte between 36 ane 60 craft to.or main runner Tyne 1 sea Is Int--led In,use with Close to..Type 1662 10 Intens. Mertmdla eta,1m Mueliels Corp 'er tau with main runnel,ICMC Cel Nos 166:end 16511. Owan.Corn p•-R,nn C,■s I Chlceyyo Melanie Cmp.-TYpe 1650 n Dam 'e "rola.Core-Reg,. C,n• 100 Sleet Preming MemDen'-liter earlyy.--INpI ehrwnl IOpuonalH-For un with Type 1x52 or 'wper--Na 12 M54 ,nn a Peened on colo ,,,Cas wnn 1 111 m Ceramic hbe,pa Ie5d end ndapten 19es Item LOCI Gh.nn.bahq,rd maul pane 0 10 Io 021 T thick seer llelntl h^IT spm wa Fun,bls Lins 19eannp see t sung Mare, Damne,IP overgo dun m.Icm"num 1 1 m dMp sod 31,32 In wide,p1 iced with the ulmatl ode down in the cut eD !ual Aeming M•mA, r •rte Imiowmq camp.-•, i the cee, ,•ills of the grid neuter,adjacent to me vandal tabs ICMC Cal Noe 1532 and 16321 ,u•rme hr'.� w9,»ns,on avers,Vo Chluoog Mepllla Corp-irps+seg ^ ,n 11 br ,r,n naevH IgE 11001 flaming Mameela'-For use.,Ili mettle :,as Panels described undo,Item 13 Main .�.�__ ,onus,. --1600 mm loop.Peed 120,,mm c C.C1ou u..nom 1200 Rum long,nellod aromas mem runner■antl space 1 000 nm O C Cities toes nom 600 mm Innq in. W K FOR MARK ON PRODUCT --- LOOK FOR MARK ON PRODUCT I 436 FIRE RESISTANCE DIIIECTORY _ FIRE RESISTANCE DIRECTORY 437 FIRE RESISTANCE RATINGS (BXUV)--Continued FIRE RESISTANCE RATINGS (BXUV(—Continued .felled PerpendicuW 10 1200 a m areae toes(midway bate.!,-ern runnorat ep9C•d 1200 11 Acoustical Material'-- o n In¢k neon I., mm 0 C—Fpr 100.+200 mm lepra panels 9u /quit'•and Iloosamdr,thea,Nom 24 Donn Corp.—Tvn Do m ,e c e6v bit`1e In nnguu,m 24 bur 1, in swore lay^,ponlls T18petmcal panels ore I I Floluloo.Reatesed Light-4lunne the U L LUb.g MBA(—$I.Oro..ril lsmo type.ate•,had. .seJi� •Onto,Cl,On.m• 'r.lre,1,.Isle- IOC m 10.1, 11 118poldprd.'0e 11 used..Inrap In.nn entl typ' listed below .non a ,n wuon reached futurot'r1 47',in w Ae el nee eaee.23'. 1..idt 1t the lap e Al 20 by 11/60 in flet. and 127,in mob for the 4 by 4 It module and/9',m *ue at the h..! 231•r in wide at b Nom 24 bb,11 In IIB the IOP end IW/1 In mph/Cr the 6 by 5 It module The to Oetpldal Pill geed w,in Inr nom C No 21 by 24 In Youlletl 30 In sq W.119 h.turas ant 69'4, m Wide a1 ohs bees 29Y.In wide of the lop and tl Nom 30 by 30M Wunep 1a'/, in nigh Tne vopeeeieal pnlh used with the nem 36 m ,puue n-uhn h.nrss.,A • Nom 36 by 36 in ,oult.cl 68'/.in wide at lh.sue 3b'/r In wide 01 the tap ontl 1214,In nigh For Ina 4 by 4 It mod The nom 20 by 60 In Inklure hn a 20 by Id in •seloWrs with 0 m flat steel arlanelone el u1ol.in* bottom edge of•11 inclined panel,1801,on Ills Ilene*of$1101 Ilo-,ng members a^d each end Flat Ilatule opleed Io thou 81.8 does at aaend I g s0 11 per 100 0,`1 01 Berlina I,attached Insist,OY ane-mpanng Clip 01 Oena'mescom except m"Its whole there u 1 area V1WIAd fialuln ePA..d to their eras loo not emit One lulule 0.1 t by 4 f1 or b by• mi 1101"Mnyye,woe Iran five dill ehp,ere Placed oOP10e a 11 1rpm me an both$me, ft me ul8 In determining the allowable',aline ane.11,14 is 20 bur 00 i, b.lu,e should be if -Ideas, For the 0 by 0 It mOdules Iho boll.-odor of all uuChmed Pu 118 loan un the Considered n 1121119 0 20 by 48 In arta Whom the nom 20 hr F0 m lulu—a,•used.Ila.• if of,Int I18mwa-i mbB,end ls attached thsrBo by two impaling carpe Illom 10d or tun/toblb..n Iltam I tAi shah be Wad in addition 10 the halo im,w,,a$ occurmy 0t the mid +al p10a0 11pPea 10•n from end on b,th fidtb of mullyan f61-Surface Perlerlaon, soon of me 0 11 long Droit ten Wired ir.conlprmencl with I4,,•Nanomel Eflav'cal Code Fu. U/0 Aoouetlal"adult&Ce—Tire$6.6 m 0111 a OR•2(81 24 by 48 m 5 1 m lure,entl bol4lto must be conudogd lar the..embiam nmpBnr.rr conditions before metal. FAll 1,FR 03 ISI 24 by A6 m,00 m 3 4 m FR-81 01 It .83151 24 by 24 in S.,Bion a in M 51 i4 br IB In 1S^,m Cl I iR 2 FIIB 1 or FR.83 IIa1 600 a 1200 mm, 110 Flatun 1lsblllset—INm shown)On.pe,2n lit 00 n hquro Assembly No If MSG,Punted , 119 mm Ina!a FR 83 151 100 u a00vmm 16 ran,M(81 a00 a 1200 mm The ,Ifel Channel formed ate a yoke.assured t0 the Wsb a1 m-tl.pon of 5 it long cross nit On•itch erhc file Penol,,hey Chir be $act Jr,metric"to steel bommQ meal so side of hslu18 dYChted,most nem t0E When Ihe type 1610 meter pan$ata used(Bra hem 102).One min 0011 in m h,1e NO 14 NOW-Down Clip,—Nit 20 Man Spring steel 1 t a,n wide.7 8 m high.1/2 m deep placed 901Wnrnd steal Chlnnll yoke per eeat.Ilphl batuo.ucuretl 10 the wAb at miea:,en of Cron 0»e Ouibs al cru',lass Iwo eel creel hr Ona 180 of opeh eliP le be Out all when Pieced fee pee.004,aide of Nature. Oyer Oulb 01 0rp0'In atllaCont 10 Adan IOnB rdga of oaCn lignl haloes Will rnu •1d eC• ,.Oft '.N Fiatun atobilbs,-4nal ShownF-A1 an ertsmato 10 hem+IA.Min.0020 In In r 126 M801 eats Chas ore use 0.m lieu of hold-down el•pv P,int•d 11901 ape:er bar formed as an Ingle with I In fogs Intl hemme0 1tleo,a-d 2til5it pith +s I'm lie"CIb'slot showni—Com..tts Of Ix- 0-0001 upled looeln•r er about mid h.,'-1.dh ,:ridiculer 10 end nue the ends of the span bar for Angagmp uve,the bulb Of'ho Za En 1/1-n diem snit rwa [Men piece n lermeo Iron 1 1 1 was 20 MSG swing too !ermsd 9aY0d 0...the bulb of the rnldlpo t al the C101s n•on each$,de of the light full.,e end over into 1 loop apP'o.2 1.2,n clam 11 the lOn end to"I Conlou,�I 1he rruas toe n•.the"oflom. the bulb al 14,•ediii lint clan too With the dammed 10.01 add onpaaa lop onto Ina flange of Vee In Fpeh osemhll cbi ...Ohs 11C Flaeteleenl Rpeealstl Future—Ctelelllod fol Fire loAlslenel'—NuBUanl le^ I Boom 1 /Ib end i$novo.3 1'!I m high t•y ehpi are,.funded fa,uee w.!' the .m 24 1 00 m loop. 7 m wide and 7,n tlnp Futuro prowdod ween 1n0,ro-tle,atu atEp peril/ by 24 by 1 4 m p/req vi a mea of Iwo c' i0 no,4 It cross 1'e When "P.ben, 118 err• winch a..!..[*tied n flslure and,won No a by Y- m loop suN/hon mebl s•ewe before u.atl an latlt,ehel henp01 w,lo'�rpunitl e1•a-,it Doral 01 ea^A h uou 1u,. Instopanon The Type 1V4g/24 futues,/nen be fu.pon.d udibuintly of the slid gusto" 'leenne 1M UL Cq..-hnuon Mu$mp lion syotom eain9 No 12 Mao gale steel hang.,wows located at Bah ntl 01 in. hatut The hangar wine aheIt be th,Aeded Ib0u9h two plats IOCabtl In the lop Of one beta• hpulut al Deign No, 1204 each end of the ful.,e The adloeem cron•tue$had Abu bx%uPPQned It mean,Am ween No. UM22Ifsln2d Al/BTlily Rating—1 Hy. 12 MSO peu sue'hang"woe The Tyn/V4a/24 Ilslu1..an deSig.ed for us, yYi1h InYan ad .1 Ivos Basel flominp Membsn A9prepele of b.tureA not to used two 901'00 f0 It.01 Combat nix piling ern.Wind In Cn toytmenCe with NnonAl Electrical Code 1a,h Rmma- I,r 12.slate. Cis=Cotp--fYpe OV4a/21 t►rs7NINn—AeeuetlaB M9nrlol•_FIy1 siege 1nel0,ur.constructed Iro-,the`A In. 1 2 s) o •Ilaew oww.*e thick Beouoticst m/nrier(lura 13)Too 41..01 Who,e Width and length.,e equal 10 no width ntl'on 91h.4 Ohs filature,II centered over the.paced I'4,m from the lop or Ihe f,.lu,e Ague- 1` -- me by area Phi 11 OI 1101'118mmg member tee, A,acteng.lo,piece of as W.. I m/tidal + 1 al a Is,yth rid wall,sets.; the 1lnelh entl hSipht 01 the h.lure.nnAela Iy 'e Pieced s, pie 1 7rl'9a a1Ch Dile 01 the llelura. Erie', of lulu,ors protected by to ia,gular eracn :0a.,np The 1 height Ire.the too n/— .,runnBO t0 the lop 01 protec110n IBD panel by the wrath of the lib _ 1 lure End places ottachei Ice the lap Donet wllh ae or ad C c,1111.paced a o Who 6 futures e,o bulled s A-104nd.the And Plane.at the butting old$I'll Omr tied and the "vie _ ee between the adjacent lop pariahs is COd by ane Of the entl or.... r 12A � betweenternAte Future Prpleelten—Blob pM BWro9nkab'—I'A In thick Fixture preli lean for each IIB Ilphl lulus Cnn/4,b al I trio puce ful'np on aprCo„end Iwo ntl Pieces 7'18 lap glee* length shot)equal the tap width eel the fiatl,18 Plus Iwlce the Width of the InOhn�•I or Wn10al + 0 9 1•N1` , Ilxlurs Side Th top,lace shall be centered aWr the fixture with In two Htln,:emileWratl n n -,-,mum ' and ellOWee l0 deeps over Ihf Iutilrl aide, The ei,01 the tap Dista 0hell be '1180 mOCaa i Finish FIx.g .4 lin T60 Intl Oil,— dcula,to nuill n, 321 Ply—,I 98 to seeommodne hAmg01 won End".Co.oqu11 U,he wldlh 01 the lisle^lir d'4,118 its a Und.,'+. r SIwdJ Roa, ir`TBG long fern n I conforming wdh Fy La3 hl h 1r, ut'd in plan b atheists them between the lulure houern end the nn, 0e*peer,o1 1, -1 to be.epond,cuur to Imps with!orals el.,ulu,ed OiCh O.,n.,of Ilia lulure In addition the IOP P'r1e hall be..Cu,.d I4,meCh lei(gpiaa1rW1a' IA Atttrnate Hm,n FlpOrin9—the ellsrnale hnuh IIOOr-nyy may Co..•I ler Ihf!Dilaµrap NO la 5W0 Oely ateel w-re Ihnned Inrouph one pesos.rid Iyl turd When ria.I 70 by 4s,' Floor TODO-rp Muure'-10 17 pet 01 este,l0 170 Ib1 0/(loo,,upp-np mixture to 196 Ibe 80 in Buhl f slue,art u1.d,b•4,$14,(11 pat I,aldCul Ip tOWr ma IOP of ataAl 1,ler pendia at 01$and Corina,lee strength 900 Db m, moll ThlBkntlf 10 be 1,n minimum Bu",I,np P. .,do of In...t,atuns Tha opaahs shalt eannsl eel,crop Pisces of%,,pension s.Jit-leu l0 par(lura 21 optipri., Clod..rW u-ad to mermAln t min I'4,m CI..Ante betwran Ihs IeC 011 the yi 1.Oqun and FIee1 crate systems,Ina—Trp!It t4,•future praleetion top piece F-nure protection la each YOullxd light lulure nnnatp 01 t 2 1YIIdln9 Paeeh•COmmlrCnl lea„flied 0009 in Mick alnpte•nP pl•c,r.at]ng on offec•rs a.for the net h.lunl.The Ipr once length entl Wltllh 3 sYbllodrin0-1 by 6 in T&G D'eced durgo dv to IOntf Plywdod.m.mm prods .hall.OW,me long dlnanSion and the top width Of the tlatu.. .....a, err.DI,H two the "C•0"Fa-eau,,1 C-0 wdh a.laripr glue Intl Coal— ..r� FB 113 Flat g,e,� of ply. Mlphl el No IndlMd o•eMle11 bxlue aide The tap Onca ah111 be,lac to 1M four Dornan wood to be Perpendicular to louts ,In ladb o furled porll@I with the fixture ands to/arllltata d1tomp el the Ipr piece eclss over the halo,*.ides 4 Wood JOlele—Nom,nel 2 by 10,n $plan 16 an 0 C I non-1 and smile The length Of the 111ts should Actual the height OI the fnlun In Con whit*the ler 1.and9lne-1 ler 3,n qui,ad lop pipe,erre ls tug 10194 to Po out from 4 single bill.the top '*as shall be neem• 1.NInto,Will suppono—a by t m geurad be ill r.,th lour 10d nails I+wo east, bled-Sing it tey,pilaff n practical When mere than On*pipe•n used,0 6 u1 wide pipes and!Used wh010 hinge,won,tad be located betwen Who Its Cntelad Iver each butted la'nl. 7 Air Duct—Gell,steel Tete]see.01 duct ooenme nit 1,. r1 •�e 6f aq in ler Den 100 4p 11 Whrn TYPO 2V11/A4 I19h1/utYra art,tee.lixtulo Dr010ClIpn anon Contact OI a IBP or OI Colltiig area Arco of..J'wduer duct DP.M.rip not In., 113 Ie,a Ma„dmomamm 0/ ,!tinyy on aeeeeo The top pint myth/hell be a min o/63 In odd'he Width a earn Of 11-3/ Pol l�p 12 in Suppon4d by I r deer 'S M50 r I<henmsis.paced not over 49 A In Th•lop piece isnot,be centered eve,ria I,xm,e and the Ands alae n he m 0 C A,sn alternate to the pew,teN I - 1• �r 1 from,gid Ali Duet MMB( /!aura ends The•don Oi the rap pica.InI I be Ill n roeanary fat pecommodeuehn9e, of mit be Wad In lieu of nee'duct$ I. oon,ngs not m acne 07 sq WIrN.TO spaa18 shell COn;all 01 scrap Oncas 011 c101Mn1 anM100 Da181101 to entl eOaceA '^ p4r eoCh 100$0 11 01 cit"no o^ee A,.�, ,f ipan'np no111,r.C,n 13/o tOPProxlmately/In from:he end,W the light fixture and et mid poral Fnd pieces of belle 30 M.,cimeri„On of Open„p 12 Tho v vi le., , Dat i,POM,nnod II 11,Nn In 'an9 by/•I/2 In.Alpo H*I..Id In place against the metal end Pon.,,elm NO 1s 1W0 !.,OI t 74 118 long 22 M50 shelf 1te1i n w The+'- i..ri b1A all n m0ubtetl wuh A 9aly 1fN1 wllo.The win b pLC11:a001n01111 antl plea sl o.:,m mid height end fw-sb110d a nomm.f 1 rn IniCY.6 Pcf eenerly np'it m.. I.nl,be,- hs ducts era supported by the homes,wine at Cerner of the('.1.10 module In addition,the end p-acs Inxu be INC,ad 1a MIO 1'ri m COIdroJstl,feel ehsnnv, sac..antl,^. ^Ah ween t1 Still patv With N0, 11 1W0//N steel win IYdn:+n ironically from the main rumnar to ma light hotun hr,o wdo Channels lo'oca'.d d,MCtiv bupw Inr a^, mu one on nen�'pe hang.,WOOD sod .Osd al the b.poll entl an,plated balwae•,take oils at 72 Iutte up 10 36'n ,n U80 AeelWlleal Presil Ca.—Trp.ph antl 1s m CC f.,due,.belvrun 36.,n 60,n w,do Owan*•Camm9 steel Carp—Type Rigid Gas•I V.. COMPLETE FIRE PROTECTIOIA FOR LAY-IN DIFFUSERS EXTENSION #8 or«10 PIECE CEILING DAMPER S.M S. HANGER WIRE CERAMIC THERMAL ; r1 81 ANKET I 1 n i C CEILING STEEL.GRID TEE �11E TYPICAL LAY-IN DIFFUSER/QRILLE INSTALLATION AIR BALANCE THERMAL BLANKET CODE DESCRIPTION LIST_ r7 ,no^asbestos ceramc material K specifically Cevslotred ar.' aP.TR Ther,;,,'Blankp ?9 2C tes!ed fpr protection of oW!nnos in fire weC G'i!Ing a;Eemblies w!11Ch are Me ralt of pentrtreliong by tay In type an aNuners. UL tests have also permrttea the practical mstaitauon of ceiling dampers above the ceiling line to atlow for diffusers and volume contrNlers. i EL1W_jL7jL`1III!A M e49 Cellialb : Cie.[Tc F7g.Itel4M. FMrr-w/weMFr�+ _ IMM ' Meet eMefses0ee 4eh11 Y.egFr.{S.M.. 3 _ 35 40 r1 a N''r"'�!l'"t'��1 AURMW FIRECO JC 1Ya21'.IE'o+24'x24"in Susa UP Gnd Sams 30 to to I • '1rsl—cIl ntenu(.ed—I-grit Iu1 pros W 41'AURATONE FIRECODE 39 44 - panere_ ,.._•,I c stls over cIp—I'i noneomb Insul and 2'meat-upe concplan,over t. piw—ElllnF'lM A .. - Up .N 1 2 --.. ( 35 40 ----• AC IATONE FIRECODE 1•t'a 2a'x 44'of 24'x 24'WMI cq panels n _- •904 to to' T� � Susp Exp Grid Syst—clg mlen,pled—light hxl plot ti%*AUFIATONE SA•90S 39 44 M\�\\•\ &lin lDOE panels w 1'A`iN lL ko 4ER mn wod I u I'non wad suD {Im fir over 2x10 wad pial—k Fkse lt•A 22 a 21%' - -�� / AURATONE FIRECODE 4 xxii/B'o+24-x6Cr or/'rs24'x24',n Susp SA-9p5 32 l Exp Grid Sysl—dg murrupled—light plot by 31'AURATONE FIRECODE panus ui 1 bi TNERMAFIBER min wool ted-1':001,1 wd sub LIIL vel 1 Z1 _ Uin ter over 2+ ;wd jpeLL—M Sea -._ _ 35 10 "'*' "" AURATONE FIF ECODE 4'x 2 x 1 atousl tin,panels-n Susp Exp God SA.* 33 to to Syst-cig inter upled-2"cont on rib4th over bur joist—M Flee IM SA'9f•5 39 44 1 - 35 !0 soi—AURATONEi FIRECODE fir'x 2 r r rcouu A panus E Susp Exp Grid Includes lrnr unrestrained bum SA-904 to !o Sys1—clpminrupled—up'�ItuprolDy4YAURATDNEFIRE CCOE SA-905 39 44 panels--1 11'slsel roof deck 4'ipid Ilam plubr maul owl bar bout— 1111111.Does PM 1� 22Ie Noncombustible Ceilings Mlf»rel liber Ween 35 _ ACOUSTONE F Foil Backed 1+-x 12-x 24'of 12'x 36•min scoust One view exposed grid system for SA-905 35 ID �j �r �t i1� tele on 1 Vay Exp Grid Cc+l—AIM W auexlMbty .Ip r1 1 3 40 ACOUSIONE Foil Backed Fissured or Glacier V4 x12'112'min ecoust Basic direr,hung concealed accesstote SA 305 36 to Wr� ide on con^ealed 1"W.Accessible Dnact•filing Susp Stier—4am W system 44 J5 1COUSTONE F 44-x 12'x 12'o.+2' 'x lain ,oust lits on Basic concealed spl.ne acoustical the SA 905 37 to Conccsled Z-conn it Sysl—U M N4 system,STC esumaled 39 cIp off 1 3 40 I'or> x 24-,124'of 24-x 44-scou4t irk els in Susp Exposed Basic noncombustible lay-in panels. SA-905 36 to Grid Syst--AMI 954 NRC wants, M�:rtem 44 Lill .11 0 t IA7r IAURA70NE 4'x 24'148-scousl clp panels in Susp Es(.Gnd Sound teal USG-420108 inciudes 5A-905 39 r r� ,a. Srst--co,lonover p4nn-3'TNERMUIBERSAfBowrtlp•-AITMW WAAW extending 4If WhSide of pa+tluon IPO?AMA 1.11 LM procedure for horuomaily xbacani spaces See Ceding Systems folder SA WS.101 SIC vans D! venous anerm sA.,oo,W101"CI Mloa 17 +.e r+• .w ■r � � iciiaissa11CC .'J►[effla• Cirotr. 1, 1nc.--��-_ OUS'rOMElk: AGL�-0-10 -0--j C.0►4M — 3101 .Nprl(�Crrtf.rr![.rlvenur,Srrife 1U1U LOCATION: S-r^ 'r= OF= O rLV GI 1 27dcrli.�,,'lrizorrrr 35012 CNG. RCQUhST U G- IZ69 d- G02 M304 • &M-525150 • FAA 6)2.230-9071 JOi3 0 COVER SHEET. SIZE or SIGN: I x IIAGL: 2 S -O, WIND LOAD: �,o th _ ISTRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG rcot. toe. ) tU L FLAG (c.)t.loc.____ Ex1ENDED FLAG (col.toc OFFSET _ V BUILD _—_^—AIIGI.F of _ FEET (max. opening) --V BACK 10 BACK \S��R�0 PA(`fFffi SINGLE FACE �tv� �GIN,F� TRUSS 8363 'Q r !1REGON t0011NG DESIGN! � �{F �O ,QA / ✓ RouIID SWARF p —_—� SPREADJQj�� SPECIAL CONDITIONS: l,o C, . N 1 G I-A L4-V%A AT'I'ItOV") Cl!Y Ut ric ARD TTI« P(_A400 - tMIAISSANCE lICUTA cnour, nlc,_ TII] C! rel C U 1101.9'r.16 C..l JArtert.-Julld IDIO IGvdp 1,(td.01of01I BY! 101 1.16 • raaflrrrof 74trolalo90)1 RLr,J011 (OF CtUMIA SI'IsCIrIC71'l'IUN coDl::: I ay P, C,- S'IEL.L: ASIII A--36 H— MRS31 t'xl'li SI;CI'lUM5 ASM A-5313, A 257. Glt, OR AV1-5LX WL-DI R; It00 - AS-1M I,=70 SElllrS LOW HYDROGEN . UOL;I;S - A 301 Olt A 375 'TYPE "M" CGtVNIsCl'lON C(NICItGIL 111N. OUti'ltL'SSI.Vh '('ltl"sNC'11I Or We ^250U PSI (15U t,-,r)@ 20 DAYS, It[XAR - ASIM A 615 GItAIA, tlo Olt cml)l; 60 L!,SI(;N BASED ON 2000 ('S1 I'1lX)0 - boUGLA5 rm i_.11tcu - #2 twill 1;13 -.(]Tt'.) 11150 l'SI IllIAII.V1'l'1()r!,", - SL'LtI�.AU P'I'G- AI,I ()WN31,� 17L.AIti[`;G 1'1t1:5S!.IIIL" FLE SOM REPORF Olt UIK; TABLE W. 2'9'B' ROUND �,!t :;cil!tiltls C/11SSm rrc. - ALLOWABLE' I, ERAL 11[ AltIlk; ['ItLSSUIiC SET" SOIL. IILI'oRr Olt uBG '1r.13Lls No. 7.9 13 U 51GtJ I-OAI)IR; 1 'A V1 rl!Ordr cA-li4Ai.1( - 20 1'Sr Olt (4) 20011 11► N, @ ANY' rplMl' IWAR CA'MAl.1( - 20 rS1' Or (.'.) 20UJ} 1tl;N. MIT rolNr H'AU R SIGH I'A(:I: tor. 5/16 1)URAPLY .9J75 PSr 2 x G (i 1.1i'1'A), IloltIZ.) - ,5691 rsr, 2 x h (1. TUTAL VI?Itl'.) - .515 ['5r C'It 7 LAYS-VA1'Llt & GLUL r ' :416 PSr, 2,49 1'Sf e 2.5 I'SF i W 4 IV VIVA mE FY�,o u-T W • �vN� C1 .0 I lil•:NAISSANCG MEDIA CROUP, 1NC. TT p I� :L)v6 DATF:Tori. SI0 GL-G AN)101*jiACrnvnf.9vrnuaSuiir 1010 F A L(S S I G,� BY: 9'I0rni.li Alitone$3'012 SFS ' Z O r- 6,02 ,c02 230 8634 • $00-525$309 REF•JOBII: -----"—- - � Z) MLII rGGt�� IP d-oOk U•l.. . STT'-I � G-E'� Z } �. � T- 1 1.Co P �--�• v4- lZ (o G Lo y• Z �'�t MCT A K4 1 C,10 r.J �� a �UC��.TMATC—D e- (.O FOO T R T W g'2 } Xg I(�S �, I ��) SrR I �l�zru L a t d- L L,l/ r c '2 tb' f-.CCa Lr rn t-7 e- l S T-.r la- /t l S L N-/1.1,.1 G-�•- - T Q:t 1, 3 T- S- 4- �`• � - - Flo RENAISSANCE HLUTA CROII[', iNC. TME: W' wlE-A-1 CAL.0 1. 1101 mx,l(.C,Mird 1"mor,Strife 1010 F-C)ml� b.b tj L6 ,L_C-0 DATF: 9 "'Otli.lj A,Irena R3012 S t BY: (0221006.14 $00S23'AfOy �4 : J„ SKT{6012)09071 FEF.JOB#: Or- -A C-2-� M ►J + E 4-0 0 Yc C1,-f�T”( 0-tom- - z_ .r 2 'I-. 0 p LOQ•. 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TME: CALE )1019�(prtb(?nird lvrnvc,Suiie 10!0 BY 9�21/Q 1 1'lorn iy Arun n A 85012 BY I 602 2!O$614 • 800.525$509 ` FBF.T[)��: SHT # ! h 13 9 mL 602 230 90'( I LC _ °v M • 24 1 .S'l2, 25,2-21 /C.L�UPi S �9 I-!t h'1 ' 2 S. 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JIoi MpriA Crnlrn,(,'{vtnu rl�IZ..E.: 9'>iarniG ojo Arw.4I1UI' � n+-1v V C—rL iU1Llo•/[JI 'i oyaro� BY RE2�..JC)B/�' Stfr U -7 o r 1All. I z ke t' � g7y l_pl Al2,_ S-A . G,o + --ti1—c2 T b�f7 p l P -f "-;e- �`1 3 0 L-T-S �1 3 1 3 S '.-J G-v J. 1 _L -jr- M• 45 �2 . Z 22.5 Ll (Z• I Z —__ K LrJ�4 . J ►Ian r 3 61 'L`' I- S, OtT rr 2 � S Io, e,12> a To S o Lt- c I I ItI:NAISSANCr MEMA G.•lur, INC. •�� oL.�J F l N CAT-r U: 1101*,Ir,0.1rOr'i"m,/,suit IWO DATE: (r2�� • ' 9'6neni.1,Arizona 111'011 BY: r02-230 9611 • 100 525$ 09 s}rr # 9-{602 130 go7I _ _ FEF.30B#` ——. -- PW -pz 25 ,56 ` Mi•a 23 ,1Co � L z 2 ZSR 2S-/2 � 8 � , � x`_1 1 f'G fo I w nw � � w► +w w w r � CAL(: � (' R[:NA[SSANCL NED1A GROUP, INC- TITLE: —FvvT– '— DATE: q /Zr-/,Il 1101*r4h cinImilvenue,Suite 1010 BY jroenLV Aritama$5012 Srr # : `� 01• �J 602 230$611 • $00 525$509 REF.JOB,#: 94t(.02 130 9071 --- �� qzs, -2- 2s ,sU�= c. + `�--�-- FO R►.� iJ L a '• ' z IF 0Z �- z. C; o•I L 6 cg c� ri nL _ t- cja�-1 � �AU7 . 7, kjJ �.5pe U13r iobLP, 2q J �neDti n9 da fi,-ck �v�ot over` r -for l Lr I �� "Fejt C-1 C-0 rn p�.L.-A-1L.-A-1 �v1 -L ,CJS I d • o 4-. 2 ---------------- CALC U {- TITLE: DAV-: I RENAISSANCE MEDIA GROUP, INC. BY J 101*Fir,Crnuar 5lvrnut,Suitt 1030 — .SE : # T6otnip griunndS011 col 2JO 06JO • eoo s1s aro? RL•F.JO 7 nx 602 110 9071 - -- ` ' '— �2 rAF L) 9 cl q rn 2t Yom- 1,1 c3 6LU �ftrCaL SoiL Ise- LLy s�7r��t P .3.kst ( fit SSE tobLe, r- �,,- lame> t �� l�t� CSO P 2 d 3 3 6,.1,0 i - __--_._ =(, MOMENT CAPACITI�' �M ;MIAI9snncr IlEntn c : FOR PIPES• DAlt- 3V ,�1"casjoiclf • 800to SECT fV. 2oF 13 fallOB# S. -T(p,4 _ Dr4 WHERs< DI - 0.0. 3 2 D, x- sD z FbFa ( IF °/r 330O/Fy) T ( Ir- 13oa�> o'r > ti" p +. +F4 • .- �yT1ESg I�1Gf�EASt) Nov CAT' = S x F-6 ,--1 f -I? 9 657- -- ori q 1' l FV 2 j Bno II boo - CIP a/T �U A/-y ANo � i/ F r = ( T-HF LA R G E'Z c0-) - s o cz (p- ` d 17 U /T rtt - F �? S) r,-(SttiEs� Illcnt:r,s�; Fb Mb CAP FV Mt CAI' L rax WT/F7 IIJA WALL :y s Ift k ft #/f I. { Il in ksi ia3 1114 ksi ft k ksi 45 3J1 0 .2.50 35 172 . 3 2585 20 .2 432 .4 14 . 0 599 . 3 60 .4 89 . 3 I 30 0 , 281 35 193-. 1 2897 130 0 ,312 35 213 .8 3206 20 .9 494 . 8 14 .0 663 . 3 NLT 99 . 30 0 , 344 35 234 .9 3524 25 . 2 713 .0 19 .0 _792 . 3 Uh�TD 118 '- 0 I.(30 -0 .375 35 255 ._3 3829 25 .2 H55 . 1 UNLTU 128 .5 -3� 0. 06 35 275 .5 9133 25 .2 769 .6 14 .0NLTD 138 827 . 6 14 . 0 919 .5 u 30 0 . ' 38 35 2.96 . 3 4445 7.5 . 2 983 , 4 14 . 0 9fl1 .G UNLTU 148 + x• 30 0 . 469 35 316. 3 4744 25 . UNLTV 157 - 7 30 0 ,530 35 336 . 1 5042 25 .2 1040 .7 14 . 0 1165 .2 UNLTU 196 . 3 6 - 9 30 0 .512 35 375 .5 5632 e ,0 1287 ,7 UNLTD 1 30 0 . 625 35 414 .9 6224 '2`i . 2 1158 .9 1 r 6512 2`.' .2 1212 .6 14 , 0 1347 . 3 IINLTD 205 . 8 30 0 ,6,t 35 434 , 2 30 0 .686 35 453 .9 �©08 25 ,2 1373 . 3 14 . 0 1525 .9 UNLTU 234 . 6 30 0 .750 35 491 .7 8497 25 . 2 1582 - 1 14 . 0 1157. 315 212 .5 30 0 .875 35 566 .3 g5fl9 25 , 2 1785 .5 14 .0 1983 . 8 UNLTU 310 . 1 30 1 .000 35 639 . VOULMEM CALC RENAISSANCE MEDIA CDOUP, INC. TIS �f'r 1 r`rt'" DATE: '9l2-i 1l{ X101�(lnri Lrn�rnl.lvrnue.suiu 1010 BY: [ O,Ornik.AritonnIS012 602 2JO 004 • 800 121 ON09 l,q C01 210 90,1 27 e, F=o 07 t +.1 Cv Z. 3 d P aLLowobLt, LotGrciL- SoiL �-0cyr-�nL t Se-s V L - -tcx b L e 2 cA t3 ) �1 - �n.0ti h c1 fith rv,o1; over' IlZ eeb c4 coo�•-, p L,,t I V-, pr�ssv r� , 36.20 REHAISSAUC¢ litntn cnovr, t1+c. •�. M0111EKIT CAPACITIES CAM #: 11o1Kr',1rs"Irdlv,..as.1u10.10 FOR °IPES pA3E; 3/2.9/99 90:.130 i if • too Yly 109 BY: T14 t.��oaa» REF.JOBIt: SETT OF 3 5= Zr'(p,4 -DL4) WNERI C; 32 D, DL= !. D. 1% 5D .i F _ .-z F� F °/r < A-300/Fy) F 6. D�- +. 4F� ( If' 15000�> °fir > 330O/F�� STRESS INCME^SO M6cAP = 5xF6x1.33 12 Fv = . 4 Fj < Fi,s(V°)''� Fv = ( THE LARSER. or-) 23"00 _ o� 11 boo CIS p/r > �s7s ^No 114 1 MtcAp = F C2T) x 1.33 (STRESS INCRIFAaE) DIA WALL Ny S I Fb Mb CAP Fv Mt CAP L max WT/FT in in ksi in3 in4 ksi ft k ksi ft k ft #/ft 36 0 .250 35 249 .2 4486 18 .6 513.7 14 .0 773 . 4 34 .5 95 . 6 36 0 .281 35 279 . 4 5029 19 . 2 593 .5 14 . 1' 867 . 1 46 . 2 10. 3 36 0. 312 35 309 .4 5569 19 .7 676 .9 14 . 0 960 . 2 60.0 119 .1 36 0 . 344 35 340 .2 6124 20 . 3 766 .5 14 .0 1055 .9 76 . 6 131 . 1 '5 0 .375 35 369 .9 6659 28 .9 856 .8 414 .0 1148 . 0 95 . 1 142 .8 36 0 . 406 35 399 .5 7191 25 . 2 1115 .8 . 14 . 0 1239 . 7 UNLTD 154 . 5 f" 36 0.438 35 773725-2 ]M .5 _14 .0 1333 .9 UNLTD 166 .5,E 36' 35 459 .0 8263 7.5 . 2 1282 . 1 14 . 0 1424 . 6 UNLTD 1.78 .2 36 0 .510 35 488 . 1 8186 25 . : 1363 . 3 14 .0 1514 . 8 UNLTD 189 . 8 36 0 .562 3�, 545 .8 9825 25 .2 1524 . 4 1.4 . 0 1693 . 8 UNLTD 212 .9 36 0 .625 35 -03 .8 10868 25 . 2 1686 . 4 14 .0 1873 .8 UNt,TV 236 .4 36 0 .656 35 632 . 1 11378 25 .7. 1765 .5 14 .0 1961 . 6 UVLTb 247 .9 36 0. 688 35 661 .2 11901 25 . 2 .1846 . 6 14 .0 2051 . 8 UNLTD 259 .8 36 0 .750 35 717 .0 12906 25 .. 2 2002 .6 14 . 0 2225 , 1 UNLTD 282 . 7 36 0 .875 35 827 . 8 14900 25 . 2 231.2 .0 14 .0 2568 .9 UNLTD 328 . 6 36 1 .000 35 936 . 7 16851 25 .2 2614 . 7 14 . 0 2905 . 2 UNLTD 374 . 2 36 SIGN PEF:MIT PERMIT' #: SGN92-0178 rNTE ISSUED. . . . : 12/10/92 EXPIRATION DATE: Q�/10/ ?A PARCEL. . . . . . . . . : 1S127AD-*ROW* ZONE. . . . . . . . . . . : I-P BUS1NESS NAME. . : ACKERLY COMMUNICATIONS SIGN LOCATION. . : 00000 SW RAILROAD ROW ST APPLICANT/AGENT: ACKERLY COMMUNICATIONS BUSINESS TAX NO: SIGN: PERMANE T (X) FREESTANDING (X) FREEWAY ( ) TEmi'ORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARL (Y.) BALLOON ( ) SIGN DIME,VSIONS. . . . . . : 14 X 48 TOTAL SIGN AREA. . . . . . : 672 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION`, : NA SIGN HEIGHT. . . . . . . . . . : 25 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : EXT DESCRIPTION OF SIGN: 672 square foot billboard sign. MATERIALS. . . . . . . . . . . . . STEEL-WOOD EXISTING SIGNS. . . . . . . ; 1 ELECTRICAL PERMIT REQUTRED: YES BUILDING PERMIT REQUIRED. . : YES ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 35.00 APF ROVED BY.. DA'�E! 12/10/92 /S�� L%� " /�`✓/4/�� Permit No. SCr N `3 iy-l '1� QTY OF TIGARD SIGV PEST APPLICATION The applicant herl_ry applies for a permit for the we,Lic m-dica~.ed or as shown :n t ha accnapanying plarr; and spoc i-fiCations. szt;+ rpcAuZc K Ate: ,. NAME OF BUSING: �� APPLICCANT/AGENT: __ COMPANY: PRONE: _ Z The City of .Tigard lrposes an annual Misiress Tax which mist be kept casrvmt on all pcm,g0 oinbusiness in the City. Do you presently have a current busine tax? s dg YFS ( ) NO ( ) U-L- Label PRDa:>SM SIGN: (Check as many as aMIY) ,,MQWaM ( ) FRa'SMMIW, f-4 FR11M[1CC ( ) TT!;TC)RARY ( ) WALL CM Ek ( ) BiLrB ARD (i. L3ALIIX>n1 ( ) .SIGN DIMENSI US: E]�'>RATICxt DATE- SIGN SIGN AREA (Sq_ Ft.): — WAIL AREAA (Scl- Ft-): _Y — WAT.T, kms: _� ZULtIMT-EW: YES 04 TME: COPY: EkI5T.1Nr. SMNS: AUNINISMAME ERi`FYTION: N/A ( L'r APVPWED ( ) HOW Kjct . % AREA PTPIOUM DEPAKIIi?Nr T` All sign permi.s Wiest be acccupanied by a ale y\-Mit Fee=77.,Sa _ drawing and plot plan- If work atOJMiZed urdes Receipt, No: 3 a sign j A_rmit has IYA:. be coWleted with itt ninety A tvved Bv: i days after_ the issraix" of the permit, the Fr--mit Date- 11 /V 21-- shall becuaic mill art: void. EI. CIRIC7�L PERMIT I CER'T'IFYIAT M1 MME �2B"RDED C04ER OF 'IM REI�UlI M: YES ("r'NO ( ) PI7- ;,/P � T AUE PRIED BY MIF OWNER. t3UEU)ING PT3t'1: - / RI-X)UMD): YFS ( MO ( ) Applicant's Signif,i,e *70 21 ��E _ .32 3r y i WA m 40 I f uITY OF T�GARP RFIP - OF PAVMFNT RE(:E TPT NO. s9i,--".34473 CHEEK. AMOUNT s 94. 50 NAME a HC;KERI_Y C OMMUN I CAW`I CONS (,nSH AMOUNT s 0. 00 ' A1)DRV9S, c 715 NC: EVERETT PAYMENT LATE s 12/09/92 PORTLAND, OR SUBDIVISION i I PURI G OF F''F7YMF'NT AMOUNT F''(111) PURPOSE OF' PAYMENT AMOUNT PAIL) 10. A0 ST. E7L1ILD PER I.C)INf� PERM � 50 11-AN LNG RM :,UIV�a,'-S 7`= 6. X10 C,I GN PERMIT F" SdN9i-'-1'79 1. 00 HU I i._.I)I Nc PERM °0r. 00 t"t-AN C:HE C K Fi- i3U 11 .0 P 7 F? i I i)TOI, oM[ILINT AAII) i .i