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13500 SW PACIFIC HIGHWAY-27 �r r f� I 5 EE DX TAIL POS 5 TEf_=L CARTSTOP TSP 1p NOW-5 KID SURFACE r I T_ Ll o P0 5 E 0 [NFP Y W11 Y I[) T110N ::i I��:i r" i l(":. :I: !"' r::,f::(► i 1) C01. IF THIS DOCUMENT IS LESS- 10- I ( � I II I � I i � l� l I I T i l l l , ' � I I I IIIII � IIli1i 111111111 IIII I � � I I I I 'I � � r �: I H LE THAN Ti.' NOTATION , L1 3 I I I l I J� 4 OCTOBER 26 1 IT IS DUE TO THE QUALITY OF ��- -- r - - -------- -- ---- 6 - 8 ----`---�_�- _ 1 n - 11 1,� No.36 THE ORIGINAL DOCUMENT . 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TE Mf+ - -G_ TAh+. r� ~1 40019 irv.J _ CII CASE .S A ' SEE RDR LWRY ROLL W DETAIL$ --__- r REF'RIGt RATICN AND ELECTRiCAL !';`Mb01_S � CASE COIL CCNNECT`ON �Q i lEl.4r 3'-1i" b''v' S:L K 7 star t suss 4alt+Mnk�1C� ; ^ -..' ....___..�,r_ _....._ , �� AT 41111E r°S'I' rrl�t Gvr.tr<• 'f TRENCH FOR UNDERGR\DUND REFFIG, LINES. i ' <: S • , -- l_�______ --.�- _ ._ - LOW TEMR SUCTION LIMES TO SL INSULATED. �.__. VERIFY W/REFRIGERATION rC1/1T FC. y l }} �_llill lie N' �i1C'OVERHEAD REFRIGERATION LINES COUPLING FLUSH */FLOOR BENEATH C:ASEJ � &EE' DETAIL BELOW. / y 703 { � _ -•Y- _..-�-• --r •-I _.r,.' _�v .. ._'�._�..,���\� ��� � G� JUNCTif.4N BOX >I r _ T _ - _ _ I a 1 A'3 A3 ; i� (A"��'`� /A /�l�n/�✓. ��� r/ !) i k t q. 7 CALL OUT NUMBER SEE ELECTRICAL ROMNTS. ` i �... C� SHEET R•S �I � ►Y-M i7f7 - 1 �' ~��- --•-f- -� �,!' - C NUMBER OF CONTROL WIRES FPOM CASE OR 1 / r M LINE' TRENCH(SCN,F.MATIC UNf_Y) EMAP GUIL TO DEFROST Cc�N.170� PA,t�IrL i t; _ _ - _ _ _ - _ _ _ _ -- - » ---s - r- M V x.11 �' p.• _ C".. -'" .T.. , ,4/.L TRf°iVC6"I/NG,BACKFILLING WN L1R1''RIVER - -T.� .M�.. I 1 Quv / r _ "w » r'_ _ - b1•LIIJ 0 s WJ✓4 �aL7t)G� G+A M�'� - 4Cr Ft.Ex LWNECTOft _ RW SA,YD COMPACTION TO GRADE BY GENERAL a' � ` � 1 / / �/ I � _.-___ � r�• I 4 N r I " .�„ _ _L ..,.) - ''� Lr L,D[.A"I"►a►.l G��'.rtJ� -u1� --, WATER PftOOP'1 II CODVTRrSCT01R1.1SERIF%EXACT I.LaCA'r(t31V (CLEAR -- - i. _. _a - " 0� •'� %4' P37 PIIIIiO 4 6MJ i71LI L f �� J G7' FLEX \ r-- , t.ClIWL1NGr t_�I W. FLLXIR ( • f' Of'ALL FOOTINGS)WiTHINS TALLI+YG REFR13- � ` ------• •-- ! ��'� Efiroli CONTfi'tMI.`rOli ALL R'=Fit;�ERAT i()lJ! INE RISER f,LOSE UFr�S � x IN OR BEHIND STUD iN,�il LS WITH FULL. HEIGHT' ._ saJ 1 _ `�., � •-�"•` � � s-r ( �", -_ A- .- - - --�- - -� L REMOVABLE ACCESS COVERS BY GENERAL CGWTi t- �_ _L. _ _) , t ���' ` , \ �i VERG�'Y SIZE ANO EXACT LOCATION AS WELL AS � . � •' ' . �, � �� ?b r ► M I 1 JL CONrLiCTS W/Th OTHER TRADES 6V/TN Jlll';TALLIfVG _ J 1 • . e - REF XE'RATION C'UNTRACT17R. Lo r S f-- T ALL fiiRING iN r•1i' FRIG.LINES 7-0 BE BYGE'NERAI -T -T M`1 I _ ' iX',l`i ACTOR AS D,fR£CTEf)BY REFRIG.CfW rR. ' L ! �1. 11 1'1f1/tR►✓�!�\�� r' f FLUSH FLOOR COUPLING t40 SCALE I a; f r OY E"LEC�-WCAL CONrPAC" i I _ L_ _ 1 _ __ _ .. _1 _ i_ _ ._l �AaF�ROV'FCl f"�fi T Jt;i>;F;)C iC�lv�__ _ _ - 1 _ 1 .. I _.. ._� _ .1 ._ .L _ J r " , u �`,r a:,7>•� 1 N � - __- � _. .� _- --- - 1?NI{T' i11f1.� �( GI✓ �9,�L 7`0 �i ' -II tY •t /� r T __r.. j. e- BY _`T1;4.:_w_.__ --- - __. __GAT � s AF L 10 -� Ate' { 1 +��� � •� I I � ( 'a'S I g±�" ...I _ �,LCC?RICISL REQU1RE1fERT� Z7 L .,,`r'-^.� ✓ -__ -.1 1 = x 1P1�"'��-� i � � 1 i I � A GEiIERAi ELECTRICAL CO"ITRAC70R JkA1.l.: t _ .4 I 1 1 li, 1,e materials and methods of ins4ailatian as required a:y a!� 1,,cal governing codes and/or, tardinarces. ty bl. I I zr, verify locations of ail electrical stut.ups for refrt�erated �! ,-i i � � r- � �A� ,� �----� - - •� r - �'�y I - I- - L... _, J cases with Refrigerdticn Contractor, prior to finxtallaticjn. � r� v; yC1 vi ur .� 3). surface mount all conduit in prefabric#ted refrigeration relk- Mail in boxes. L _. _ J '� 4 1�I'1 �Lfl f4�•1" 3�1' I I 4). Verify location of all c:>+nponents for refrigeration with ?� ii �Z I T refrigeraliun contract prior to installation. a` iI� ••- �.�' �„� g), Prnvida and install all wiring clr:uit breakers, start)*rs, a1 - overloads and disconnects for all wt.orized equipment. T-' --1r 1 I Do rigerati:ln Contractor. 6). Make all ting) cntriactor, on all t3qutprnent supplleA by M • � ___. i -_ If Refrigeration Gontr•actor is res onSibie for final electrical 1 then the General Electrical Wntra4tor will: i� �� �� lj, Prnvidla and install all branch circuit wiring ra r♦moo:, ., 1/ r r �� to an appropriate area in covered J-i adjacent <• 61i• t...t � 7 �,c.ea � r -1 � � � , s.__,_j�\ l - to equlpwnt served with wire iangth adequate �. ..._rtes _._. ._ ` ��� ( 1 1 r t 1 f , 1 I , for first tkrminal ronnectian. r "1 1 1 I I 1 i I 1 I 1 I i I i Wiringin machine room will be left terninated 1n GC's r 1 4) ' I I P t � / 1 2) covered J-box for extension to equipment s:lrved --_ , FLOM PLAN SCALE t4% O f I by SprCialty Electrical cantracttrr. . 1 .::�• _,., r �q Z" 33±aN it1 r lir �n Y 1E��� l:�iALE��� �. ; L'ontractncthat point will xeforalrtherfoipoVvtoytrac?.ere 4pecialtp flrceric l •...............+... {1t JALLW+7 AIRWAffBEHOW s7. �j G� -��� 1). specialty Electrical Contractor "lust approve and 1 fU MEAWON$ MaW Fftm MM MW O' - ----.---r----.-•-- sign off the General (electrical Contractnrs ale- �._._ .�.:____`_.►__�_ _- _-- - �, I I WILL OR G�tK.�i/Mi1N GENT'�'R UNE R�XCEP'T i!'�1!'lr N�9T'�'O. � ._._. 1 � r tri�.a t work before, they shall prac�d. LJ ' �~ _.__ .. ! p). Flake ail final connections to refrigeration rale W ? t I L ' J 4�-F � �•' / equipMent altar all liscoreiects, bredRerB, starters, L J Ly J 7 T T , T 4ig"1 A.4 'Sgvfb 1�1''1..0�•/� '�j wiring, conduit, gutters and J-hazes with :.over! , a!">cl�'' (Krelc l,rrol- 1 f 1 I , L,r; J t♦ 1 llJ t'`u 1/ .{ 1' ifil t3,a11'1�/? ifoc S and ointlbadGttneraltors have�setrteab (arOtractored poly. o� ` W AiGG��GS I J L.T?.r 1 Lir 4 -1 J ��`r Ll J 1••.L J Ll J r-7! / top Y : � 18 -tt r L11 L1J 4.Lc7.,be ��ow rr 1 1 J L L Y �� - � 1o f"JTE: If i1Cfr1';eration Contracto+• ig not responsible for final r 14 i %hall, pro re anti the l elstc,l Eletttrit:al Cantractar { � _ r-- -• .,�° � 7lescribedfab.vand instetl all eiocirical component) as » D ti , Yf { V 4 c �� a. s, "•z.-�^� •. /jam .. n t IPI�'!�� AND l�L,E"'GTTtiCiOL PLAN or +M. ...I r .....i .. .i y,�♦y/�L'N, ".aYY.� AnNrM,11',•M'Mf✓MnA!lv•. .r+'.wM.- �.. �• Il III VIII 1111111f!'II'I11"1 1 1 1 1 I'I'I I III V I I I ! 'I I I i 'ru I 1,!,r uril:rJ I I:; I I : OCTOBER 26 1993 I,li;(�II11,l, TITAN IBIS NO A'PIuN, 1 21 :� 1 :l 1 (i' h 10 11 12 IT IS IME 'I'll Tlil•. t•IIIAI,I TY (1l., t -:-•.-' '1'111: t11c1!;IiJAI. Iltn'UMI•;iJ'I' - . 01: 6Z 817 Lir 91r. ME N7 L'17. 42: 1i it� 1. I 141 I SI 1 "1 1 I 1'i ,.1 11 of f; N L i' II:I i� Illi i�l it lii i. Till, ISI 1 OGA fi(, ; I ft �,��;ra-•,n�d4gN;ai.+h aa1•,,,ir:aaic:xs:c.era`.m�M�,9iir+j s4/c,i�1 �j 3 s x U •� G µ+ 0 -H .H U k+ b U a v c 3 0 rn o 0 u o .o Ln 0 M o -1 La I CERTIFIC�JE OF CISOFTIFARPx UCCUPANI:Y CFIY ID TM1-% Ie 14 IT 0. . . . . . . !?LIP90--13178 TM COMMUNITY DEVELOPMENT DEPART 011119014 13125 SW Hall Elvd. P.O.8%23397.Tigmrd,Oregon 97223(603)639-4176 l F i i r ISS UEDs 08/Pho-90 SITE ADDRESS. . . a 13590 SW PACIFIC J1Wr PARCLI-s ?51020: - AL4500 SUBDIVISIUN. . . . i BLOCK. . . . . . . . . . t CLASS OF WORK. vADD TYPE OF USE. . . aCOM OCCUPANCY GRP. i B2 OCCUPANCY LOADm28 TENANT NAME. . . PFOOD CONNECTION RewiarPs P Add of f I co & IlAnchroom 1st f I-f f f i c,(-45 A, (.:c)nf, rm 2nd fl.r. Owner a ------- FOOD CONNECTION 13500 SW PACIFIC HWY TIGARD OR 90'223 Phone He Contrmctore W.C. WOOD CONSTRUCTION CO. INC. P.O. BOX 5095 OREGON CITY OR 9704 .) Phane M 655-5370 Reg ". . a 42576 Occupancy of the above refe-fenced building ix hereby given, and certifies the compliance with the State Of Orogon Specialty Codes for the Urnitp. occup# y, and uso(jlpr which the referenced permit was issued. FIRE DEPARTMENT LDING INFiPIXTOP P09T IN (,9N';F)ICUOUS PLACE - - 4,- INSPECTION ,-INSPECTION NOTICE City of Tigard Building Department ,).0. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Tyre of Inspection P.M. Date Requested------ -�'-� -i - Time_ __ A.M. &I 7k Permit #�. — Address _ / Lot # Owner - Builder The following Building Code deficiencies are required to be corrected: Piesented to —.- _ I Disapproved Inspector Date -_ -- ---- CALL FOR REI S E C7'ION i-] YES ❑ NO ••,.,-�•w..�„•.w*.�wr!yirw�+�,w"�q�'+r'�*'+'fl"+�09M1"�""�`'�'�""'""'`''�"`'•s�hlO�rf'T�!9�4 �`��' `r ,.,, . ,.. ::..Y,. TUALA'TIN VALLEY FIRE & RESCUE AND BEAVIi'R_FIR_ E DEPARTMENT _ VV FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT I - ( BLDG, PERMIT 0- CONTRACTOR - PLAN REVIEI4 4 PROJECT NAME JD 5tj 4 41 41, LOCATION —.� JURISDICTION: I fie. 2= Du. 3= n- 4= +1 5- Tu. 6= Sh, 7= Wi.. 8= CC 9= WC 0= MC --, r FOLI!�W-t1PIREINSPECTION ATTEMPTED FINAL COVER SPECIA ❑ Framing ❑ Separation Walls ❑ Sprinkler SYst.em ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ElAlarm System ❑ Hood Extug Systems ❑ Conference ❑ Sprav Booth ❑ Ceiling Cover ❑ Other -�-----t---- Q C Uar.e: � Aspector: ,w,,,b,,,,,�,,,.IF;r.►�.,. �"'"'�`pY''y�i'�`q"� w,r+l"r`.M�''1��` iw�.^'"..'!�,*QrIFlwP""r'+•►rrlu�*"T2gpfer+w' PAIN < TUALATIN 'VALLEY FIRE & RESCUE AND ;AVEKTON FIRE DEPARTMENT -- FIRE MARSHALS OFFICE; (503) 526-2469 FOSTED: OCCUPANT _BLDG. PI;RPITT 16 C//J -O/ly CONTRACTOR PLAN REVIEW 0 P IOJECT NAME _ n LOCATION ' - JURISDICTION: 1= Be. 2= Du. 3= Tu. 6= Sh. 7= wi. 8= CC 9= WC 0= MC `\ FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED riNAL El Sprinkler System ❑ Framing ❑ Separation Wales ❑ Shaft ❑ Fire Dampere, (Overhead/Underground) ❑ Alarm System FJ Hood Extug Systems ❑ Conference '- ❑ Spray Booth Ceiling Cover ❑ Other — L—� i Date:_ V) l� Inspector: �_• INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 ?hone: 6639-4175 i Type of Inspection __-- —�-- Time Date Requested_ -„� - 1� A.MEd Permit �h Address —.G- `- Lot #. Owner The following Building Code deficiencies are required to be i.arrected: i w Approved Presented to Disapproved Inspector Date CALL FOR REINSPECTION ❑ YES L_7 NO INSPECTION NOTICE City of Tigard Building Department y P.O. Box 23397 / Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection -------` Tim A.M. P.M. Date Requested Permit Address _ Owner 71 7`I 1 Lot Builder �The following Building Coda deficiencies are required to be corrected: Approved Presented to ----- -- Disapproved Inspector __ _ — -- Date - 1—�•lam, — ('ALL FOR R.EINSPE(7I0N 11 YES ❑ au INSPECTION NOTICE City of Tigard Building Department I P.O. Bux 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection ���� ------ ---- — Date Requested_ :2 .-2 – Time A.M. P.M. Address Owner / /�( .%�.��.r r�Ll1` — Loc Builder The fo!lowing Building Code deficiencies are required to be correc'ced: ss f J S Presented to _�_— _� Approved Inspector _ Disapproved Date – CALL FOR REINSPECTION YES [-L] NO INSPECTION NOTICE City of Tigara Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection__ �' ---- Date Requested —L—Q7 Ti A.M. P.M. Address ' / -, Permit 02 Owner • &'. '' »�Ti,�L Lot #—_---.---- Builder Lz'- 1 b� ----- — The following Building Code deficiencies are required to be corrected: I f _ _ I Presented to Approved Inspector H Disapproved Date CALL FOR REINSPECTION YES ❑ NO NtIN yq TUALA.TIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT _ FIRE MARSHALS OFFICE •�� (503) 526-2469 POSTED OCCUPANT 0�1 � <-•.-t},J NSI�ti�'+J — BLDG. PERMIT it CONTRACTOR PROJECT NAME PLAN REVIEW kk LOCATION Vii �1.�1 i t r . `( �✓ JURISDICTION: 1= Be. 2= Du. 3= K.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing Separation Walls El Sprinkler System CJ Shaft Fire Dampers (Overhead/Underground) ElHood Extn Alarm System g Systems El Conference Spray Booth Ceiling Cover Other___� V Pte,,,v ( 1 G U t r r r• ! 4 7-7 p, Ltl Id I't A -5 Date. �l � ��Q Inspector: �- �--� _► ���j6 INSPECTION NOTICE c IUt-1 City of Tigard Building Department P.O. Box 23397 'Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection -t • 1 - _ Date Requested Time A.M. Address Permit Owner _ Lot 91t Builder o' L 1 1( J LVI " The following Building Code deficiencies are required to be corrected: Presented to _ -— Approved Inspector Disapproved Date ---- CALL FOR REINSPECTION ❑ YES ❑ No ARMPLUMBING PERMIT CITYOFTISARD C17YAFTWND PERMIT #. . . . . . . : PLM90 014d3 MMMUNITY DEVELOPMENT DEPARTMENT � 00200N FRIM. PERMIT' A. : HUP`0 O178 +3 t 26 S'N Ssl Bled. P.O.Baf399l,Tlpid,Anpon i'el, i�r,4.1•1e _---_\ / DATEISSUED: J'7/k 330 i:C't E F1DUF<E5 i. » L3500 5W F'ACIF_IC HWY PARCEL: c51i�]?CC C�k7��t8k1 f;UDDLVISION. . . . : 7..CTNINC,: C_G 1tL.�3C't�.. . . . .. . . . . . : LOT. _ . . . . . . . . . . : (A-ASS UF WORK. . :ADP GARBAGE DISPOSALS. . : MOBILE HOME: SPACE':)- » TYPE OF USE- - . . :COM WASHING MAC:H. . . . . . . .. BACKFLOW PRI_:VNT'RU., - C.1fXUPANCY ORP. . 92 FLOOR DRAINS. . . . . . . . TI1AF'S. . . . . . . .• „ " - • •, . STORIES. . . . . ., . . ti2 WATER HEATERS. . .. . . . . CATCH BASING. ,. ., .. ,• „ „ •, F'IX'TURES LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . 51NK . . . . . . . . . . . 1 URINALS. . . . . . . . . . . „ . (nREAF-3E 'T'RAPS- „ . . . ,. . . L.AVA'T'ORIES. . . . . 9 EITHER FIXTLIRES. .. - . ,. : rU14/SHOWERS. . . . .. ;I: WFr' :..INE (ft) - --' WOTE'R CLOSETS. . . W!'+ CER LINE (ft) . . . . : DISHWOSHERS. . .. „ : RAIN DROIN (ft) . . . . Rczmi,rks a Add office R Imich•room is:t f 1.•r, of i'ir.p! C011"- rm 2nd fl-r. FEE5 ............. _-_ - .._..__._._.. F*001) CONNECTION type ,amcot.tnt by date recpt PR 1.3' klH SW I''ACIFIC HIGHWAY I'I'( $ 25. 00 N'LL,K 'I; 6.25 T 1:CjARD LIR 97223 5PCT 1i 1. 25 / Phorie #: PAY11 $ :32. 59 JI-r: 0.7/01./90 C:os•�tractor: ..._._....._.__.. W. C. WOOD CONSTRUCTION CO. INC. P. O. BOX 5095 OREGON CITY (:IR 97041, Phone #: E`.:;",••-513'701 3c, 5(a 1 i;TAI_ Rett #. . : 41.57E, REL1lJIRED INSPECTIONS .-•..•. --._.___ This pursit is issued subject to the regulations contained in the ROt.tyh irr I17!sp _•__.. ___ _._.,_•.•.•-._-•-• Tiga!4 Municipal Code, State of Ore. Specialty Cowes and all other Top. OLt t (nss p .._._..--------.-........ _-• aoplicabie laws. All work will be done in accordance with Final :Irisper. tion approved plans. ibis pe•rsut will expire if work is not started within 188 days of issuance, or if work is suspended for sore - ••- ....... ------•-- than 180 days. ..... ^. _.._..__......._.......... ____....._._............... _......_ I'er mitte+t' Signature`" ` Call for it•tspetr..t i.c,r� E, i9-4:1/`i BUILDING PIERMIT CITY OFTIFAP-D CRYOFTWARD PERMIT ##. . . . . . . a SUP90-0178 COMMUNITY DEVELOPMENT DEPARTMENTOne" FRIM. PERMIT 14. - BUf`10­01 /6 IJ126SWHeli Blvd. P.O.6=23397,TOW,Oregm 97223(S" 71 I DATE ISSUED: 0'7/0:3/Sqi PARCEL: 2SJ,02CC-0a500 1 1 T E ADDRESS— '. .13500 SW PACIFIC HWY ZONING: G 4AJDDIVIS)ION. 1:.:E ISSUE i FLOOR ARE �_XTERTOR WALL.. S: Ea W:CONSTRUCTION- F C1 OSS OF' WORK. ;ADD I RST. . . . c332 S f N T,yp,k: OF USE. . . C COM SECOND. . . : 1534 S f VIM TYI::'E OF CONST. .-5N THIRD. . . . c S f N; S: W OCCLIF'ANCY GRFI. sM 1866 s-f ROOF CONST-.I-.4 FIRE RET?-Y ()C(,UPANCY LOADo28 BASEMIC.NT. » Sf AREA SEP'. RATED: T-I J R. 2 HT. 1128 ft GARAGE. . . of OCCU SEPI. RATEDo 14'3)M I N MEZZIsN RECID SETBACKS-­­­­­­ REQUIRED_---. L..00R LOAD. . . . 150 Psf LEFTs ft RGHT : ft FIR SV'KL.:Y SMOK DET. . cN DWEA-LING UNITS1 FRNT: ft REAR ft FIR AL.RM:Y HNDICr: ACC2Y D E 1)R 11 G BATHSi INF, SURFACE; FIRO CORRIN PARKING: VAI U 68495 Renin-rk.s: Add offj-=e S, li.tnchroom Ist f1r, offices K cc)Tlf- -rm 21-1d -ri r. Owile-r -. F E E S i. W., C,. WOOD CONSTRUCTION CO. , IN(',. type amount by date rec.,pt 1-'. O. 1-.iOX 5095 PlAY11 $ 357.00 JLH @60/1.3/90 201.600 P,RMT $ 340. 00 OREGON CITY OR 97045 P,LCK $ 221.00 r:+c)rie 0: 655-53'i0 F I R E $ 136. 00 I 5PICT $ 1. 00 F,AYM $ 351.00 JL+1 07/01/90 WOOD CONSTRUCTION CO. INC. P. O. IM)x 5095 OREGON CITY OR 97045 I-,1-i r)ii(- 0 (..',5 5-••5370 [OTAL F�eq #. ., - 41576 RE(.iUIRED INSVIECJ TONS This permit is issued subject to the regulations contained in the Post/Beam Insp ....... ................. Tigard Municipal Codi, State of Ore. Specialty (.odes and all other Slab Insp --- applikable lay. All work will be dim in accordance with Framing Jnsp ....... JDorov�d plans. Thii permit will exi-ire if work is no' started ITISLklati011 111SP within )'? days of issuance, or if work is suspended for more Gyp Baa-rd Insp than 14 days. Sttsp Ceilng Insp FJ.nal Irlspecti.01.) .............. t vnij.tiee SJ.4nattvre: ... ... .... ............ ....................................__............. Call far inspection 639-41.75 MEN 10 P L R M IT CITYOF TIG��RD CW��OFTWAjtD PERMIT #. . . . . . . .. MEC90-0123 W COMMUNITY DEVELOPMENT DEPARTMENT 4 PRIM. PERMIT #. 13126 SW NMI Blvd. P.O.Bou 23397,TOW,Oregon 97#M(6031IM9,417b sok7 DATE ISSUED: 07/03/90 113500 SW 1::1()CIF'1C1 HWY PARCEL,- 2SI02CC-0015'00 (:')I IDD I VISION. . - - ' ZONING.- C--G LOT. — . . . . . . . . . . .. . . . . .. . . . . . . ...... ...... L! A ;S Or" WORK. . :ADD FLOOR FURN. . . . c EVAP COOLERS UNIT HEATERS. VENT FANS. . . I Y F"F. OF' USE. . . GOM 0(J­UPANCY GRP. - c-142 VENTS W/O APDL: VENT SYSTEMS: 'STORIES. . . . . . . . :2 POILERS/C011PRESSORS HOODS. . . . . . . U[:L TY IDES 0---3 HP. - - - a DOMES. INCIN: /GAS! 3-15 HP. . . - a 1 COMML. IN0114: mAx INPUT160000 BTU 15 30 1-IF'. - - - 33 REPAIR UNITS: FIRE DAMPERS?. . :N 30-50 HP. . . - a WOODSTOVES. - : n FIRESSURE. . . IL 50+ HF'. . . . CLO DRYERS. - NCI., OF-* AIR HANDLING UNITS OTHER UNITS. t FURN ( 100K F.411) <= 10000 efnin GAS OUTLETS. ".2 F'(.SRN >--100K P1 L) 10000 C.,fin.- I.St fj.-r, offi.ce Add L)fiCO 1UY1Cf1-(,OOn1 & covif. -(,m 2tid fl-r. w vi P'r: ----------, ------ *-'-*— F*EES I UOD CONNF;X*T*L)N type amok.trit by date reept PA(,'JF-IC HIUHWAY PRMT L"6. 0 0 1-0L C 14 6. 't0 i I C)ORD OR 97223 15F1(11T q, 1-10 I Ft c1nP it II PAYM 33. '41, JLH 07/01/90 (4. (*:. WOOD CONSTRUCTION (.O. INC. DOX L."J095 ........... oraj.4c)N (-lTY OR 9'/045 65!5-537k) 33. 80 1'O'1 AL. 41.576 . 'T 10 11 S Rr:-QUIRLD INSPEC, This persit is issued subject to the regulations contained in the Gay I irle Irlsp !igard Municipal Code, State of Ore. Specialty y Codes and all other V1ec.J)ai)ic-,,.%1 IIISP ................ Applicable law-. All work will be done in accordance with Faeatiiig (.frit In!3r.) approved p1m. This ptreit will expire if work is not started COOL irig Urlt Irls-p within 180 days of issuance, at if work is suspended for 10TP Dk.ict, Irmper,ticm than 180 days. Final Illspectioll ........... Jle(,Mittee 9)iq)-)AttJ-('eaim- .................. .............. ...... dP y ............ .......... a I F)P�..,t i c)i 1 63'x•-X11.75 ECEIPT NO. pA'01ENT C AMOtJT\IT TY OF JGAPD CASH AMrjLlNT I WC)OL) (ICIN'�-.,TRUCTJON pAYMFNT J)ATE PAC1FIC HWY dA CITY. OR Y"( .jppOSF-.' OF PAYMENT FAIJ) rjj-joUp4T PAID F F'4� "I"IENT '15. 00 00 F•[-LJMF;lt.'G PE 9.55 0 -6iii Eli . PEP 1, 75 rF TIGA RD OREGON June 22, 1990 H. J. Wright W. C. Wood Construction Co. Inc. P. 0. Box 5095 Oregon City, OR 97045 Project: Food Connection, HUP90-0178 13500 SW Pacific Highway Dear Mr. Writ'.": The plans for this project were reviewed for conformity with applicable codes, and are conditionally appro-ed. Submit plan" showing changes or additions to the automatic sprinkler system. If changes to mechanical systems, other thAn the additions shown on the approved plans, are necessary, please submit plans or details showing such changes. You may obtain the building, mechanical and plumbing permits for thf.s project at your convenience. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, Jim Ja C/ Plans &miner FAX (503)684-7297 13125 SW Hall Blvd.,P.Q.Box 23397,Tigard,Oregon 97223 (.503)639-4171 M"tCATION U125 sw cion ewe PLAN PLAN C[-M got , (:ITY OF TIGARD 97723 p�T r �1L-��' LOMPJIUNITY DEVELOPMENT DEPARTMENT TAX MAE'/I��> /', JOB ADDRESS - jo`: r - Ivo USE: SUES: NUrES - (7.r1NEI2 N�cT�G^' RESS[JL .sm LA� P : J NAME: Ac.r 92 I i _-- FWW Imo. AIMFSS: uc� S�TLSTTIVE _----- PHONE: mmcwG: — --- �.rC F-nE DEFT ----_ ADDRESS: c� 70 u 7 - -- Fes.' ATE: EM fOX: ,----- --"' BUIM RS D r,RD CATiCUIOW: . II1GLWER 6 E� h Nv r n'ty"�ini 'IIS DEFAIIS' ARC1E/ r ,v.►r� Win,s / - UII�t: pIAME: �� JAte" ADDRESS: L v - N PHONE.: i ., A�yi AMx� PD. BAL. DUE ��:JF3CX)t1IRACPOF'S' ---'-- DFSL32rFMO" } -=- i'F74iIT f ACCP Permit Fees 1.0-432 00 Building S'.0 �'- , 10-431 00 Pltunbi ng Pc'�it Fees '`6 Ida10-43101 Heci anical Permit Fees �n 10-230 Ol State Bttilding Tax (`5%) Building Plumbing Eech Fee 10-433 00 P1Building 1'� L Pltmibing ',Z Oars on 30-7.0?. OU Fir � ._ 3U-444 00 S�-r Y t 51-448 00 Street Sy m DI-Al r) )Parks System Dev MIrge. (Pi?C) 52-449 OU Std Drainer �t Dev Ch-y 31-450 00 10-230 06 Fire T�yrAi. 8c�,3 v _�-- R1x ,>< Itri-•.,. Date PIN36 ed: - p,em-ivod By: - ef/358"1 P.WPF C TTY OF TIGARD OF FAYMENT ro . 90-201&cjc) • W-C- OJOOD C('llASTRl.J(�-j'j[jjq CHECV, AMOUNTa 6 DRE s IS Po Box nioqf, CWiH AMOUNT r 0. UC) PAYMENT WATT' 06/.121 SCJ OREGON C'11'Y-, os,, 97045- SUBD I V I S I ON " 17-Suo F,Actp. .Ic Hwy OF F'AYMENT AMOUNT PAIDP!JRF*O,.3rj OF PAYMENT AMOMa 6-2 i HU2. Ax S I NESS SS T 06 of) C'ONNFCTION fAMOUNT PAM Permit No. SP 89-82 CITY OF TIGARD SIGN PERMIT APPLICATION The aUplicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. ZONING: C-G SIGN LOCATION ADDRESS: 13500 SW Pacitic Hi hwa NA14E OF BUSINESS: Mercury Development --- APPLICANT AGENT: Steven Bu_rq.___ COMPANY: Same -- PHONE: 223-2108 kept all The City of Tigard imposes an al Do Tax presently I,have must ab current current Business on Tax? persons doing business in city.q 0 Yes (CXX) No ( ) U.L. Label PROPOSED SIGN: (Check as many as apply) FREEWAY FREESTANDING ( ) PFItMANF.NT ( ) ( ) ELECTRONIC ( ) TF.MPORtRY fXX) WALL BALLOON (XX) OTHER EXPIRATION DATE: SIGN DIMENSIONS: 20' x 20' _ --------- July 16, 1989 @ 9.00 P.m. TOTAL SIGN AREA (Sq. Ft. :N A - WAI,I. AREA (Sq. Ft.) ' N/A ---_-____._-_-- WALL FACE: N/A - 11F.IGHT (ft.)' -• N A PROJECTION FR(1l4'•WA1.T-- - TYPE- TLLUI4TNATION: YF.., XXX( ) NO �� --- - -.- COPY• Vacation Days Sale_-______ -- ----_--- _ -- __-MATERIALS: ---- -- EX:5TING SIGNS: No other temporar-Y- signs - - — _-` APPROVED ( ] HOW MUCH Z AREA ( ] HEIGHT ( ] ADMTNiSTRA.'i''E FXCF.PTION: N/A $XA COMMF'1TS: Sigh will be up on Jules 13_16, 1989 _ J--`--�- -------------__---- All sign permits must be accompanie' by a scale drawing, DEPARTMENT PLANNING ----- and plot pl an, I f work authorized under a sign pr*"''c Permit Fee: $35.00---- Rete-- ipt No'104293_ ___- has not been completed within ninety days af�.:r the issuance of the permit, the permit shall 1•ecome null A�roved By-DS __�_.�_____ and void. - - _--- nat _6-.2-8_9 - — --- I CERTIFY THAT I AM THE RFCORDFD OWNFY OF THEPROPF.R;Y FLRCTRTCAT, PERMIT REQUIRED. YFti ( ) NO W) OR AN A NT AU NO1ltIZK9_,BY THE OWNER. BUILDING 111;1tMl'1' .--5 ---- _-- RFQIIIRF.D: YFS ( ) NO (XX) HNpl�cant's Signat its � OrL a�� Telephone Address � 1 TIGARD MARKETPLA TIGARD, OREGON I I / I TENANTS ,o 1.1 CAN T BELIEVE IT S YOGURT(5 2.P122A RUSH(570006) J VACANT2) t MARKETPLACE PUB 'S) 5 PERFECT LOOK(50L 6 MARKETPLACE CLE .RS IS00 _ - 7 VACANT � 6.MAIL BOXES.ETC.(570011) MONGOLIAN BAR BOU['(53001 IO BbMART(570004) 11.FOOD CONNECTION(53006) _ — 12.AMERITONE PAINT(5700!0) U.TACO TIME(500082) �\ \\ � •�� —_- 11.FIRST STOP VIDEO p,0013) IS FIRESTONE TIRE(570009) II IJ I is j% PACIFIC HIGHWAY 99W TIGARD MARKETPLACE TIGARD, OREGON n TENANTS 1 )1 � 1.I CAN T BELIEVE IT S YOGURT(530003) 2 PIZZA RUSH 1530006) �`9`•\\\\\\�.\ „ _�'-_ 3 VACANT(530012) I MARKETPLACE PUB(530005) S PERFECT LOOK(530007) MARKETPLACE CLEANERS(570001) I \\•\����� - 7.VACANT Ir _ R MAILMON OUE(BOXES.ETC (S = - 9.MONGOLIAN BAR-BOUE(570010) _ 10 BI M LRT 1530004) _ it.FOOD CO':VECTION(530008i / \ 12.AMERITONE PAINT(S30020) 13 TACO TIME( _S _ - 1C.FIRST STOPV'DEO(530013) 15 FIRESTONE TIRE(530009( \��SI 14 I w I t Ll 111111 111 PACIFIC HIGHWAY 99W T7 i ILI I I , I _ I Q�t �a p ri.C Nl,!s f.:1CJ 10429 CTTY OF -? lGARD RECEIPT Of' F'(A'eM'--NT (AtloUlq'T e . CIO Ai`ULINT c .00 ME: h-.-WTI. AK) r- jxl(jP'E PAYMEW r)ATE oRESS PO ;CRUX 530L"', 9_7 22BLOCK- pqrl/ADUR: POPTLAND, OR 1 '1, Pl IRPOSE OF PAYMENT PAIV PAYM041. jolOUN'T PAID pczf--�Mll' FEES 35.00 C, tq t,45 f-q.-.pmjl, FEE- FOr. 160 3 rin (aJ-VAJN T PA)V FEB 07 189 15:04 OSI/OFF/WFF FDX-0R 503-644-0`` ,- F, 1 From: Oregon strtures, In 0 -ergon Fast Food, Ince. We-shinrton Fast Food, Inc•. TRANSMISSION COVER SHEET Mailing address: 5465 S.W. WESTERN AVE. SUITE L 184 VERTON, OREGON 97005 PLRASE DELIVER THE FoA.'.OWINn TO: N AME LOCATION : �;. � d TIME: DATE: �4 �--1.[-. --- —L- NUMBER OF PAGES BEING SENT ( including cover sheet) : __._ - We art transmitting from a : SAVINFAX 11 ?f you do not receive all of the described material , please telephone immediately to: Lusiness Phone: ( 503 ) 626-4000 Pax line: ( 503•) 6444-0659 Sender 's Name: CO HMNTS x_ PI a'ST br-M r � v(Tl'P 2) f �JiI / ��.�_ x .•LLQ Cc XLM L• R ul a fl;,O4 N L��L1�((9 Sul is ry to JD 1uv o 41.•a 1 r La A rn i N �IU fD In r-31L)ILDINC PEOMI-l' ITMOFTHFARD CITYAULIth) I*:-I:-:*PM1'T' NO. :a Skja9006P F o"Gom COMMUNITY DEVELOPMENT DEPARTMENT 13125 S W Hall Blvd-P.O.Box 23397,Tigard.Oregon 97223.(503)6394175 --r`TTT7r-TTMT—rTTas JOB AlAAAL5S . -..'5,500 SW PAC, HWY .1 MOWKE TPLACA—­ F.4 K I AX MAN/L'O'T P 5 1.2 C F3 SUB: 'I IGAWD I (+Nl') USE: GG VAL-t-JAI'll TON : 1.51000 S L I UACKS F'RONT' PF.::AP: .T . 100 Bl< L C y IT WORK (I.-ASS ! NF.-..W DWEI.A., -UNITI-1 : LEF T : AIGHT : 115C, I*YFIE : (.;aMMI-.:P(*.'IAL NO . BEDROOMS : LX 1' .WALL. CONS'l N: 1. 1-4A S : 1-111. W C;ONST . TYPE:' . VN NO BATHS : PROT , OPENING15 : UIL"C"Llf", -GRP. N:NR G NR r;:*. N F1 W:N14 OCCUP.LOAD TOTAI AHL':A. Y F."S NO .STORIES . 1.51, : POOF (:',ONS'y A F, Pf..:: PE::''T I? 2/4 P.14D APEKA 5EPAW'? NO FIA I F"U '3 P D O(:;LjjP . 5EPAP'? NO 14A T'E:'.U: BASE.ML.N'll'? NO MEZZANINE'? YES BASE-mm I FIRE SPI-110 147 Y" AL.APM'? NO 1:�)-0011 I-OAD: F:-11:11W i(yVIM) 6()00 NU 1,1 A14 CHECK UY : S SUE OF NO . $1.J.0 . 5 0 NFixtt.tr-eif td Pi-Linir-ifl'ip PrK.AMI 1, P I AN PEVIEW E P . 0 , EJOX 5/101. H thcOR 9722() DE:P'T' 'TAX ( )03) 2RX-2:1.00 OTHEV-1 C 0 5 DC STOPM) N SLIHONS T S DG t ST 14F-:r-.:T F, A < C F.iW Wk'!:jj'r-*.'I:1N AVE. 5 J:r'I*E* I PrOEPAID T V 1�i 1,11.cl I I OP 97=5 R 1='1-1(]{41 (,,!ilo-5) 6 '-6-1000 T'0'1 AL. $1.87 W) R I PLU IJJ IAL)- OR"i t,I I.L. 1, T PT NO . This permit IS issued Subject to the regulations contained in Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulations ............ and all other applicable codes and ordinances, and it is hereby INSPRCT1.111INS agreed that the work will be done in accordar ce with the plans and 1:446MINL, specifications and In compliance with all applicable codes and ordinances The Issuance. of this permit does not waive restrictive MEnCHANCL. - SYSTEM covenants Contractor and subcontractors shall have current city busiress tax permits This permit will expire and become null and void if work is not started within 180 days,or it work is suspended or abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure All req it j inspections are requested and approved tip[ N E1.,4 4;► elf SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF TIFARD OREGON January 20, 1989 Jeff Schons Oregon Structure 5465 SW Western Ave., Suite L Beaverton, OR 97005 Re: Food Connection, 13500 SW Pacific Hwy. Dear Mr. Schons, A plan review has been conducted for installation of an evaporative condenser within the above referenced building. The following is noted: 1. Prior to installing any discharge ducting through the roof, plans shall be submitted to this office for approval. 2. It is my understanding that no alteration of structural members will be requirsd for installation of this sytem, other than roof sheeting. 3. It is my understanding that the refrigerant used in the system is a type R-502. If you have any questions, please call me at 639-4171. Sincerely, Brad Roast Building Official jlh 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)o39-4171 -- IIIIi11111111111 IIIIIIIII1111111 Daly Engineering Company 14f15li��V fiitF�rrw��tae►,ila,mz.�l; f1nvr tan,Orayon 9i 83rd�41 P.O. Box 129 97075-0129 Portland Fixture Limited Partnership 338 N . W. 5th avenue Portland , Oregon 97209 January 10 , 1989 Attention : Dave Zimel Gentlemen : At your request the Daly Engineering Company msde a study of the change of refrigerant condensing method to be used at the Fcod Connecti.on Store in Tigard , nregon and to evaluate the effect of this change on the sound reaching the surrounding neighborhood . The following is a report of that study . The method of condensing the refrigerant at present is by the use of two larges air cooled condenser ' s on the roof of the structure . The fans used in this type of condenser are propeller type fans which have a low efficiency and high sound generation compared to other types of fans . The sound level measured at a distance of 25 feet from these two units is 72 dBA . A more detailed graph of these data in frequency is shown on Graph 1 and a tabulation is shown on Table 1 . This has resulted to a Department of Environmental Quality sound level measurement of 53 dBA at their measurement position in the near by community . This system must move a very large amount of air as air removes only 0. 25 BTU ' s of energy ( heat ) per pound of. a t r per degree of temperature rise of this air . The planned method of condensing of the refrigerant is by use of an evaporative cooler to be located in the compressor room. The method of heat removal. is by the evaporation of water into a moving air stream. The energy ( heat ) removed is 1000 BTU' s per pound of water evaporated . The necessary air movement to carry off this water vapor is about 11120 th of that: needed for air Acoustical Engineer/1.4r r,hanical Engineer (503)fe444W, 626-5735 kff Wiwi s M a ff m cooled condensers . The fan used here is a centrifugal forward curve;' bladesfan with. Such fans nre hihi produce the least amount of souni fo: the airgmovecleffilheent and fall 1 ,.3 to be located in the enclosed Compressor room. This compressor room has no wall common to the outside walls of the building . A facility of similar size located in Portland which has such a condenser located in the fan room was inspected and sound level measurements made for evaluation of it performance . The sound level at the e dischar ht feet from tghe dischof arge elan was measured at a distance of eight g grille air 64 d13A . frequency distribution of this measurement is shown on Graph hl where it is compared to the measure sound levels on the roof of the Food Connection with the present condenser cooling system. When corrected for one wall reflection and to a distance of 25 feet from the grille, the leve]. is 51 dRA . r Phis indicates that it should not be detectable in the community and it in fact is not . I conclude from this that the sound from the eva or or discharge feu grille on the Food Connection will p atbe detectable In the community by ear . not be To be sure that the presents of the condenser in the com presor room would not result In a problem, I measured the sound levelsi.n the compressor\condensFr room of the similar facility a9 90 dffA and that in the compressor room of the Food Connection in Tigard at �;7 dBA . Tnese data are shown in more detail on Graph 2 and tabulated on 'fable 1 . Based on this study , I conclude that this change in the type of the condenser will result in the elimination of the sound as a noise problem nt the Food Cor necti.on ondenser In '1'i.garc Sincerely , DALY ENGINEERING COMPANY iGIN itv 4370 Q\FEdward A . Daly, pfE, 9S 1.`ORFOON , 7 enc : ( �) 2 r F � DALY ENGINEERING COMPANY Projnct #W Fo- : Portland Fixture Company Date : January 10, 1989 Date of Data : Jure ' 88 & Jan . ' 89 SOUND PRESSURE LEVEL GRAPH 90 dB -- ----$--- - ---- ---- ---- ---- ---- ---- - -- --- 80 dB -- --- --- - - ---- - -- - - --- --- ---- -- 70 dB -- - -- ---- --- -- - -- ---- - - - - 60 dB -- ---- ---- --- - - --'-- - --- ---- -- -- --- 50 dB - ---- ---- ---- ---- --- ---- ---- --- -- ---- --- 31 . 5 63 125 2.50 500 IK 2K 4K RK 16K CENTER FREQUENCY IN Ht * Twenty-Five feet from two large condensers on roof 0 Six feet above and four feet to the side of discbarge of condencer simular to the planned new condenser Graph 1 DALY ENGINEERING COMPANY Project #862 For : Portland Fixture Company Date : January 10, 1989 Date of Data : June ' 88 & Jnn . ' 89 DATA SET d8L dBA 31 . 5 63 1:'5 250 500 1K 2K 4K 8K 16K 1 93 90 86 79 79 80 90 84 83 74 73 0 2 91 87 71 78 82 76 88 82 76 72 72 0 3 71 64 68 64 61 60 60 58 55 57 55 0 4 86 72 65 79 84 73 71 58 53 56 51 0 DATA SET BATA NAME 1 Compressor Room •ind Condenser Room of Facility Simular to Planned Chnnge 2 Compressor Room of. Food ConnAction in Tigard 3 Six reet nbove and four feet to the side of discharge of conuencer simular to planned new condenser 4 Twenty-five feet from the two large condensers on roof of the Food Connection in Taigard Table I i. , wve 'w w � w�!r ■w DALY ENGINEERING COMPANY Project #862 For : Portland Fixture Company Date : January 10 , 1989 Date of Data : January 10, 1989 SOUND PRESSURE LEVEL GRAPH 100 dB - -- -- -- - --- - ----- ----- ---- 90 dB -- --- - - ---- 80 dl; -- --- rte• - --- ---- 70 dB 31 . 5 63 125 250 500 1K 2K GK 8K 1.6K CENTER FREQUENCY IN Ili; * Compressor Room and Condecer Room of Simular Facility to Planned Change . 0 Compsarssor Room of Food Connection in Tigard Graph 2 a OF +w ■a uIq w � R.A. WALKER EN®IIVEERINSI STRUCTURAL CONSULTANT 4440 6W CORNETT,SUITE ROI,PORI LAND.OREGON 97QO1 1�y0;31 Qe3 0 66 LICENSEDP.E. December 21 , 19E)8 ARIZONA CALIFORNIA 1:OLORAOO IDA V 40 OREGON TEXAS WASO-41NGTON EHh1,414N-KLAS ASSOCIATES 6775 SW 111th Avenue, #20 Beaver ton, OF-egos 97005 ATTN: Bob Klas RE: TIGARD FOOD CONNECTION NEW EVAPORATOR CONDENSER UNIT AT EUM HENT MEZZANINE Dear Bob : I have reviewed the plan you sent showing the proposed location of the new 5000 lb . evaporator condwnser which is 12'-5" long and 4 ' •-7" wide. the existing joists at this area are 1c"' TJI /35x 's at 16" o/c , with a 3" thick concrete slab over . Based ori my calculations, it W- 11 be acceptable to place the 5000 lb . unit as shown an yuur sketch as long as the unit is supported On a frame which will spre?ad the load continurjusly over its length . If the unit 11; Supported on legs instead of a continuous frame, sic-Lepers a,ust he added r along the edges of the unit to sf)read out the loads to all Of the ioist!� under thU long length . a ( Should you have additional comments or quest Iorls carrcerning this Matter , please do not hesitate to contact C me. C Sincerely, R.A. l4kL1<FR ENG I NEER I hIC Robert A. Wa l N:eI Enc ' .Isure ,rl a-L RECEIVED p E C ? 2 1988 ENMANN ALA! A8/00, 14t_�u , gp 13t'4U H _ I 1/211 G-+rr MG _ t 0 ko"D.G. ui "N I -11f°i6AL - kALLS, UNj I �� ..— I�IDICATLea'' m~` GOM 4 EY =0 ASTI q -� HOOK WALL - LH�1J CLJ�,URE �• � - W/ �.�JGNO R p 5. ► OO K LYE c - I C'b -- / mow ' f � I 1 . I-011 Z_2,_�10 Tvpo 11 A EE.2) 3� I -- ----- �—.. EXP05F-D 1 STUDS �I I . i Erk SIVE 2x 4 5-'UPS TO ,?=F SHT6. A.!.L MF7Z,AP,IKi I, -E'h t-JL ` Ip C7THEKWISE /- 5 T5. COL TY('E-1 .1� cUi_ATicty ' , I _ I fR4 5508 ROOM I - -1A T E R H E.AT E;' TANkS f NEIA MAP I r. I //�� �GIJpE�J{ER , L�� RELC)GATC ;} DOOR 24, gra� (26 At>D E R TO Roo r I --------- ---�!1-- E5 HA NPL -eft ROOfr1 kv L r : i .i -- _- I -- APPROVED FOR COMSTRUCII I NT CITY 0r T,,., PF RMIT NO F�9oo�. SllZ - S a✓ _ w y � E3Y"'��� ..`TITLE j ----- q ?i _ ----____._ KWAWIWJ AWAIWAN I MEMO TO: 1?'L'L E FROM: BRAD ROAST- .1-";X' OAST /L X DATE: AUGUST 3 , 1988 SUBHJECT: NOISF LEVELS FROM COMPRESSORS AT TIGARD MARKET PLACE On August 3, 1.988, at approximately 11 :00 a.m. , noise levels were taken from Mr. . & Mrs. Brittain ' s property ( 10285 SW Hillview) . The readings were taken from their rear deck with levels recorded at about 53DBA. ep MERCURY DEVELOPMENT Ljevelopment Management Leasing A Division o1 Portland Fixture Limiteo Partnership July 20, 1988 City of Tigard Mr. Brad Roast Building Official Tigard, Oregon 97223 Dear Brad, Enclosed please find a letter from Daly Engineering Company in reference to the removal of the wooden wall atop the Food Connection Grocery Store, originally placed as a sound buffering measure to reduce noise from the rooftop condensers. Sunday, July 17th, Daly Engineering Company took some sound level readings before and during the removal of the wooden wall. Our concern is to remain in compliance with both the City of Tigard and D.E.Q. noise regulations. The conclusion of Daly Engineering Company is that the removal of the wall still. allow:3 us to be in compliance with D.E.Q. regulations. Even though it is not required, we have had the grocery store owners examine some further possibilities to reduce noise. If you have any questions or concerns, i-d-ease feel free to contact me at your convenience. Sincerely, MERCURY DEMOFMENT Dave Zimel DZ:jkh 503/223-2108 Member 338 NW 5th Avenue International PO Box 5308 Council of Podland Oregon 97228 Shopping Centers A • Graph 1 DALY ENGINEERING COMPANY Pro e� For : Mercury Development .� t #862 Date: July 18, 1988 Date of Data: July 17, 1988 SOUND PRESSURE LE",L GRAPH 70 dB IT - -_- - _ _ .----$---- ---- -.--- ---- ---- ---- ---fit 60 dB TT-- --- ---- + � I� ---- -_ --_ ' I . 50 dB f - --- c---- ---� -- iTI -T�I 40 dB I \ 7'-- __-_ --- 30 dB TT-- ----- ---- --- _—_I --- -- it ---- ---- --- Ile 31 • 5 63 125 250 500 11 � -+-�-- ---- ---TT r CENTER FREQUENC`. IN HZ 4K 8K 16K * All barr' erA in po-sition . 0 Lower one foot of wall removed . # Lower half of well ren,oued . .-I iv r p .,.v /B X D. R. Q. Night time regulations . p` '" v d •.e .e ni niCG Tion,, Test for removel of barrier wall .+« jn"%P,- �-. c r.� h*c.._ tt R+' A 4 �Iu C.� � +�'s � �r� � .,�j 5 i t .�. C'i-C�/►�. R P' .-r Q e n-, I\ C,.d f\\�/ Lt.IL S� ► ,�,.1 .. a•.' 7-.? '-, .'' Daly Engineering Company 11855 S.W.Ridgecrest Drive,Room 201,Beaverton,Oregon 97005.6321 Portland Fixture Limited Partnersho'c%`•' July 18, 1988 338 N.W. 5th , 0 l�U Portland , Oregon 97209 AUL ' ^ Vp. Attention: Dave Zimel ppRS�PN� E1��`1;1 Dear iv r . Z Lmel: At your request , Daly Engineering made sound level readings at the property line of the Food Connection Store at the Tigard Market Place located at 13500 S.W. Pacific Highway. The readings were made at a level about five feet over the top of the property line between the aourco and the receivers to the southeast of the store . Sound readings were first made with the barrier system ail is on July 17, 1988 at about 8:00 p .m. The reading position was about one half way between the source and D. F. Q. measurement position. In this way a reduction of(.7_ddFL)can be subtracted to estimate the level at the regulation measuremen-" position . 17-�,..-ice /..i t.^1- r- I-rz.rj R1--N " I ,N,.•.. Z' 1.- Rn•,r"-I I The condensors which are the sources Of sOtnd have been enclosed at the units once and a top sound director device was later added. The sound reduction attributed to these modifications should make the wood barrier ineffective . The lower section of the wall was removed permitting a sound leak under the wall before the second set of readings were taken . The lower half of the wall was removed before the third set of readings were taken . The results show that the wood wall is no longer effective and it therefore should be removed . Measurements were made of the sound at the top of the wall at a number of points along the wall. The results indicated that the dBA regulation sound level is met at all ether positions at the wall . (The, measurement position would be 25 feet from the horses for D. E. Q. regulations ) . If I can answer further questions please call or: me . Sincerely, DAA,L�AY ENGINEERING COMPANY GelYiti�l.� �1- �.la Edward A. Daly , E. Acoustical Engineer/Mechanical Engineer (503)646.4420 Table I DALY ENGINEERING COMPANY Project , 862 For : Mercury Development Date: July 1e, 1988 Date of Data: July 17, 1988 DATA SET dBL dBA 31 .5 63 125 250 500 1K 2K 4K 8K 16K 1 64 54 53 59 60 54 51 50 44 41 37 0 64 55 53 59 60 53 50 51 46 36 33 0 3 67 54 52 64 62 54 51 50 43 36 30 0 4 67 49 65 62 56 50 46 43 40 37 34 0 DATA SET DATA NAME 1 All barriers in position. 2 ?ower one foot of wall removed . 3 Lower half of wall. removed . 4 D. E. Q. Night time regulations . i MERO(IY DEVELOPMENT I Development Management Leas,,--)q A Uivsior,of Portland Fixture Limited Partnership June 30, 1988 Mr. Brad Roast City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Dear. Brad, Enclosed please find a copy of the Daly Engineering Company study in regards to the noise levels and D.E.Q. requirements. As you will note, his summary concludes that we meet the D.E.Q. sound regulation. I assume we will be granted our find_ occupancy For the grocery store now. Please let me know when I can pick A up. Sincerely, MERCURY DEVELOPMENT Dave Zimel DZ:jkh 503/223-''108 Mernber 338 NW 5th Avenue h iternationai PO Box 5308 Council of Portland Oregon 97228 Sriopping Centers UWU W Wrw I R �IIIII"I'I"i1� IIIIIIIIII11�111 Coaly Engineering Company 11855 S.W Ridgecrest Drive,Room 201,Beaverton,Oregon 97005.6321 Portland Fixture Limited Partnership 338 N.W. 5th June 29, 1988 Portland , Oregon 97209 Attention: Dave Zimel Dear Mr . 7,i mel : At your request , the Daly Engineering Company made sound level measurements in the community around the new Food Connection store at the Tigard Market Place located at 13500 S.W. Pacific Highway. Recommendations were MRdc on treatment of the sound sources to correct the sound level problems to the community . Measurements were made after the treatment of the sources was completed . The treatment of the sources waE, gone over by Don Brewley , contractor representative , Dan Sun, manufacturer representative , and I to design what is presently constructed . The controlling sound regulations are the Oregon State Department of Environmental Quality (D.E.Q. )Regolations 340-35-03. called "Noise Cor_trol Regulations for Industry and Commerce" . The pertinent information from these regulations is supplied on '."able I of this letter .evel ise sound compared from th these L50 level nre and heady and s octave therefor_ the P bands to the given band le�rels . The mt,qsured sound levels are shown on Graph 1 , Table II , Graph 2 , Table IT , ornph 'z , Table IV , Graph 4 , Table V , Graph 5 and Table VI . Also shown on Graph 1 , 2 , 3 , and 4 nre the D . E. Q. octave bard regulatio,l limits . All mr sured levels shown contain the sound from the condensers and from ambient commun1ty l.eveis . It is not practical to measure the maximum fan noise without the ambient levels except at the early morning or late evening defrost times. This has not been done as yet . The amb int sound levels add to the condenser levels unless they are 13 db lower than the condenser levels . If the ambient sound levels are equal to the condenser levels , the measured levels would be 3 db higher than the real condenser levels . Ambient, sound Is from the traffic in the traffic corridor withii) Tigard. Figures 1 , 2 , and 3 show the sound distribution from trucks , cars and buses . There is little or i,„ air absorption in frequencies below 1000 Hz . Each raph of measure3 fan sound Acoustical Engineer/Mechanical fngineer (503)646-4420 f:862 Orr ,reww,,wr vvvrl�Ml1411 - CC OEI�ISER SELECTION CONDENSER ELECTRICAL &��� ; Y t � T • +� ABBREVIATIONS �...�. � «� � .TYP HEAT RECLAIM C��. D.316% M CAP C.M' CAP'Act(T YC:'►Ai ...,....... r.... . .._..........., .,. ...........«.«.,.. U � UNDERG LINO r~ t yri lr U#:11 Roo r �* T SR cls I*f 04h, �# • • y¢rarc�ee vc►.Ty► acv ►tr 0 H OVERIMICAO "T0. TIME OFF DEFROST AIR HANDLER MOOEL ,..�......._...,�,.,,...._ ,...._ .... _.._..... 1 4. ..,... _.... ... ..__._._ _ r CCH uRANKCA.SE ►rE AI ERS MOM: 10U0 BTU PER HR S btoo 11.F t E ELECT44C. Of FROST HEAT RIECLAiM CM. MODEL FUF#N BY LOW / ` FAN �' ' ,. CK't CONDENSER CFI�i(;U1TS QC n'�/E:RSIZj? CCMiIDE.NAEI� M . !ARID Ira 001 GA$ DEFROST ....._..._.._._ _. ._ MCD 1 ly of /' q H &I ANCH RG RfGkkfRAT,'VE GAS GEFROyT �7e�a CiR~I• �tANKGASE PRESSURE AEt3Ul.A�'dtR C3A ;�YfR�li��b itECEiY�w " �r��fi: ;,ttt� Yw�.wA� �xI � ...,_.... ._.,..r,•, .. .,... CTA , CASE 1'Eiti1F+EF►�►rU1i4E ItEGUt_A''t'UA Pp . PRESSURE DROP W ♦ A Aft AIR Ftp'JYI�'.....,.._..._,..__..-_-_.._...�.�___ CFM HIGH DAMPER DA DRIER ASSEMOLY KIT RLA. RATED LOAD AMr• S F"' HV: HILI. MANUFACTURED, iNSTALLED ON UNIT FACE VELOCITY— _,. ►=PM QT UEPFt05T TE Rf>rllirAi TUN CONTROL. SL SEA LEVET~ 14c HILL FURN , FIELD INSTALLEO FP AEFRIG CONTRACTOR GOND TEMP _, ..,,,.���___ _... � F DTFD' DEFROST 'PERM 6 FAN KLAY SOV.-. SHUT-OFF VALVE '4f'' 'Q ' ��� - it►R�. � .. Etr+Pl E'VAP(}pAfiO�? pI�E:SSURf: REGULATOR Tp TEMPERATURE QiFFEfiEAtCE, or, } ♦ C F't�ftNtSNEt3 AFdb INSrAt.LEn 8Y AEffttC� CC7NT;�ACTCiR --.... �....�.� .._� DESIGN TQ Y MFG __w T u�_ !�1.. . .. FAC E All F A _,... __ �._ . ---. FT . �~ • F'B FI�U 8/�K HEAD aIRI�SS�ti� Ct7�i Rt�l. TEV.: THERMOSTATIC Ek�1AfV9ttaM VAI.Y� - - I ARE TO R T c ........_..,..,_ _._ f7MNC 'EC% BII~TWEt N � i ( �1N AND Qt:Fki"} ►T PANE ._,_...... ».,._ ._ .... . .. Fi1�NAED LENGTH MODE1, _ ' �.._�i�''w_� CKT �_..�'�'�.._-- —C.FM _ �� ' � �pN gr . I��'� � C FA�►t CYCLE �+EAD PRES�RE Ct'3A�ta{�( tKR Tt�Ta�� HEAT RE,1>� C1' IC�N �Y T ►� A r LEC R „ . C ATRACTORmin r~►► ► O EIBI T __. _._._._ ►N O ►!SIM DESIGN NSI DESIGN ELECT ELEVATION MACHINE ROOM VENTILATION EXHAUST FINN HOT" WATER HEAT RECD. AIM REMARKS : .�... ... . NO OF' ROWS _._ .... ._ _._ o SERV T R I R E N '' `• F MODEL _...�.. _._. ..�.._�... .___.__ MFG _..�.M,.. .. ...�....I�X,+t✓s �. 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SITE L:G 17171 � AS MUMS" o� L � U � lZCr W U3 Z' Poles to be wired frcxn Rxture to handhol.e in pole lx�tse. Fach fixture on twin � d Co � � 7 fixture files to 1�e1 wired independently y of the other. 'rape wire ends turd icxti.rute �� ` v Cr Cr whether 'house side of road side fixture. a � cc Q cc , z Extend conduit and wire from poles to ix�.i.ldings. Provide 13" x 23" x 15" deep twrKihol.e. Utility Vault Co. #132+-1213 (Grey) . Mount vault Flush in sidewalk upcc .a�•► ' 1.j Light to building. ' i ti 1 J ICS y r j'� U ghC {xture s: -- \ ,X 1'.11 'Thin 400 watt high ¢' (� �....� K pressure sodium parking lot fixCure with 400 watt �L \ "'"'"'' t"•'" "'' �a RCIP`o" 1 ZO N.P.S. i.,aclp, 2013 volt, Pyre III Distribution mounted on 35 ft. concrete pole. 4 �1 Urtinai.re: Gardco #H193208 400 HPS BRP 17 t'.YA1�lINa S �' Kim l�(G Series , Pole; Cec ltrecon *23Q-10 Base: Utility Vault Co. #2.4VU3-7 "SIPS" Sam as Type "SA" except single ltndru►ire.(5 s' y-� oolol b-W F'AC I F I (-, FOOD CONNI-C:'1. I nm __._ _ _ �,.. .._.._ .___•_..w•.._..r._.__.........•.r _.._,_r...r.»..w _ /� (- //1 _,r,_,��._.r.r...._.....-_ --..._..r•r �.....-r... _..�...�.+.-.._._.._....._...... _......._.._...+.-•.-_-_..«..-�.......r.+�w...w..«..r._.....:...�.._r....r..+.rri��. .i •e..++r,.r...._........_-,...,..r.r.....•...-..w.w..►+.,►.+«a.+rw,...-.�.......--.-..,,..,,+w-+w..•.rw.r.r- .........�w-w.+.ww.u,...+••+_...w.u..w.+w.... wrr•.+.r...,..�r,..�..w•+�rw.Y.�+r-,.w+.wrw•.r..,rr.++ ,a.-...rr+r:.•w•-w..+�+.w... 4. /^ tliAwAMMi�M'1�..«.-•r•s•} ►�w.r...r„r.,v. r r..,,.,'w a�,,x,Yew r+a.s...,uxr.+a.wrr-.arr.wrr+. - •••.r_w• - -- - M.rw „... n.��0'4M.hN..MNP^I'MN,Ybnw.w.raq..,,,1,».u•ryr..•.w,+.p.,y�c., `rq..-. �xh.r..� �•'*�'..vu.• �'�'' }.��...! '+l�Sa"#YI1�' - . , ... ,.... '°� �w�1�rw�w�ww�n e � IF THIS DOCUMENT IS LESS ' i' ' � I �I I�' I �I ,1 I�� I �' .II.I. '.It: (� 111 I;I TIT IiI I I III III III 14 III III III 111 i�1 11 III SII III ..III fllil ILII ( III Illlill lll'III IIIIIII III IiI Illlllti ri �al � - I �[1 �l I l M �j LEGIBLE THAN THIS NOTATION, 11 I t Z� I I I J - I I� I I I I—I -- I I I �_._.I--�11- - I I- --101- I -� 11 _._�I_�� 12 t.!'L.�TW�� 2� IT IS DUE TO THE QUALITY OF `� No 96 •-C.�- - �� THE ORIGINAL. DOCUMENT. — - — -- - E 6Z 8Z L7, 9Z Z it 7, EZ Z IZ 07 6i FI LI 9I 51i I I---Ei Zt ` tI t - 6 1 11� T l 1 T 1 I iI�I I� I Ii►►��I►II IiIi�►Il��� llll 1111 llll�l��� �ll�il�►� I�IIIIIII II I ►II► IIII ;III.�IiI VIII II�III�II ����,1 II�� I���� ����I��I� ���� ���► ���� ����I���� ���� �� ►I���, ►l 1 iii i��►li��i i��i i���:►�►L.�1 ►��IN�� ,�I i WX qW1 ow levels shows measurement levels in excess of the U.E. Q. octave band levels in the 125, 250, 500, and 1000 Hz band of between 2 and 3 db. My conclusion is that the D . F. Q. regulations are met at the normal measurement portions which is 25 .feet .from the homes towards the sound source or the property line which ever is further from the source . The problem at the Brittain home is not clear from the measurements shown on Graph 4 and Table V. Mr Brittain complains of hearing low frequency sound especial-1.1- during the morning and evening defrost cycles. The sound fromthefans were at maximum during the measurements shown on Graph 4 and Table V. These same levels would be produced during the defrost cycles . The compressors of the system are located inside the building and are not detectable for all m^aa-,iremPnt9 made. Four compressors will operate during defrost cycle while a maximum of three will operate at other times. If the compressors could be heard , the difference in sound 'level between three and four operating would be 1 dB. Such a difference is not; normally detectable . Mr . Brittain may be detecting very low frequency pound (between 3 and 20 Fz) which is out of the normal hearing range . I have measured fairly high levels of such sound from fans in a home cooling system and outside from traffic in King City but have not made such measurements in this area . Such levels are very annoying to those sensitive to such sound but do not fall within regulated levels as they are not within normal hearing range . There are no known methods of reducing such low frequency sound once generated . The D. E.Q. does not require measurement in these frequency ranges . All data taken to date indicates that the sound source on the Food Connection building do meet the D.E. Q. sound regulations following the present treatment . Sincerely, DALY ENGINEERING COMPAPIY Ne 43N U 70 Fdws.rd A. Daly, P.E. �,I 17 X71 L A t, ORfSON FAn/1<pp 9 ,,0 �qkD A. ©� f:P62 2 ..,.,....�,..e...,....,...,......,_...awaW......w........�a�Wa.,4+w.waYM1erCrwYi4uMM�l.u.mYw.nwn:,:■.wwrw.r..w.�....,...,., .....,_..._..,.........._...,.......d...................__,_..__.. Table I Allowable Statistical Noise Levels in Any One Hour 10:00 p.m. - 7:00 a.m. L50 = 50 dbA L10 = ',5 dbA L1 = 60 dbA Median Octave Rand Standards for industrial And Commercial Noise Sources Octave Band Center 10:00 p .m. - 7 :00 a.m. Frequencies , Hz dB 31 . 5 65 63 62 125 56 250 50 500 46 1000 43 2000 40 4000 37 8000 34 f:862 3 Graph 1 DALY ENGINEF.RIN T COMr'ANY Project #862 For: Mercury Development Company Date: Ju,,,, 28, 1988 Date of Data: June 3 & 27, 19P8 SOUND PRESSURE LEVEL GRAPH 70 dP ITT-------- ---- ---- ---- ---- ---- ---- --- II ---"TT it II II II II II fT 60 dB TIT' --- - -- -- - ---- ---- ---- _--- ---- i T-- ---- --- - - - -- ---- -- -- ---- ---- ---- -- TT II � II II I ' 50 dB TT-- ---- ---- -- - - --- ---- ---- ---- ---- ---7+ II II TT— II 11 II II II II 11 II 40 d B T_ ---- ---- ---- ---- -------- -- ---- ---TT 30 dD TT-- ---- - -^-- ---- --- - ---- --^ --- II I I -' --TT II it II - II II i II II II 20 dB TT- II ---- ---•- --- ---- ---- ---••- --- -- _---- --^� II _ II TT--II -ff -- -- ---- ---- --- - ---- --- -- -- II II II 10 dB TT-_ - ---F-- -- ---- ---- ---- ----. _ '31 . 5 63 1 25 250 500 IK 2K 4K-'YRK- 16K -TT CENTER FREQUENCY IN HZ * Before Treatment - End of wire and start of wood fence. At level of second floor floor . 0 After Treatment - End of wire and start of wood fence. At level of second floor floor . # D. P.Q. Night time regulation levels . Before and after treatment sound levels , uncorrected for ambient sound levels , comparipd to Night D. F.Q regulatiin levels . 4.. Table II DALY ENGINEERING COMPANY For : Mercury Development Company Project #862 Date: June 28, 1988 .Date of Data: June 3 & 27, 1988 DATA SET dBL dBA 31 .5 63 125 250 500 1K 2K 4K gK 1 69 54 C-)861 2 63 51 64 64 56 43 40 34 34 2 9 0 59 57 58 52 3 67 49 6 48 46 37 28 17 0 5 62 56 50 46 43 40 3'� 34 0 DATA SET DATA NAME 1 Before Treatment fence. At level End Cf wire and start p; ',,u-)d second floor floor . 2 After Treatment - End of wire and Of fence. At level of second floorsfloor . wood 3 D. E. Q. Night time regulation level_, . R R R Graph 2 DALY ENGINEERING COMPANY Project #862 For : Mercury Development Company Date : June 28, 1988 Date of Data: June 3 & 27, 1988 SOUND PRESSURE LEVEL GRAPH 70 dB Ti-- ---- ---- ---- ---- ---- ---- ---- ---- --- - ---TT II II II ------------ 60 --TI60 dB TT-- ___ II II II II II ___TI I TT-- ---- - --- -- -- ---- ---- ---- il 11 II 11 50 dB TT-- ---- -- -- - - ---- --- ---- ---T� _ TT II - I1 TT- ------ ----------- 40 dB ---- ---- --- --- ---- ---- ---TT ii It II TT I 7T`- ---- ---- ---- -- - ---- ---- -- -- ---- --- II II II 30 dI{ TT-- - --- ---- ---- ---- ---- ---- --- --- ---- ---TT TT-- ---- ---- ---- ---- ---- --^- -- - - - ----- ---T - ! I 11 20 dR TT-- ---- ---- ---- ---- ---- ---- II - II I II 10 dB TT-- ---- ---- ---- ---- ---- ---- --- - ---- ---- --^TT X1 . 5 K 125 250 500 1K 2K 4K 8K 16K CENTER FREQUENCY IN HZ Before T.•eatment - Heart Home 20 fent from structure on deck 0 After treatment - Heart home 20 feet from structure on deck . # D. E.Q. Night time regulation level . Pefore and after treatment sound levels , uncorrected for ambient sound levels , compaired to Night D. F.Q regulation levels. Table III DALY ENGINEERING COMPANY For : Mercury Development Company Project #862 Date : June 28, 1988 Date of Data: June 3 & 27, 1988 DATA SET dBL dBA 31 .5 63 125 250 500 1K 2K 4K 8K 16K 1 65 54 60 60 58 55 53 49 38 31 21 0 66 51 61 62 58 50 49 46 38 28 19 0 67 49 65 62 56 50 46 43 40 37 34 0 DATA SFT DATA NAME 1 Berore TrcaLment — Heart Home 20 feet from structure on deck 2 After treatment — Heart home 20 feet from structure on deck . z D. E. Q. Night time regulation level. 14 Graph 3 DALY ENGINEERING COMPANY Project #862 For: Mercury Development Company Date: June 29, 1988 Date of Data.: June 3 & 27, 1988 SOLTND PRESSURE LEVEL GRAPH 70 dB TT-- --- ---- ---- -- ---- ---- ---- ---- ---- ---TT II � II II � II TT--60 dB --- -- -- ---- ---- ---- --- ---- ---- ---- ---TT -^- II j - 7 I I TT--"---- TT-- 50 --50 OP - TT II TT-- ---- ---- ---- ---- - --- --- ---- ---------TT II II 40 dB TT-- --- ---- ---- - --- - -- --- ---- -- -- ---T T TT-- ---- ---- ---- ---- ----- ---- - -- ---------T-r 30 dB TT-- -__ - ---- ---- ---- ---- ---- -- I _ II _ 20 dB TT - -- -- ---- -^-- ---- '---- -.7-4f I I -- - ---- - -- Tr I I 11 II III II � II 10 dB TI T-- --- - ---- ---- ----I---- ---- ---- 71 . 5 67 1 2v 250 500 ii' 2K 4Y. 8K 16K CENTER FREQUENCY IN HZ * Before Treatment - Uphoff home 25 feet from structure on deck . 0 After Treatment - Uphoff home 25 feet from structure on deck . # D. E. Q. Night time regulation level . Before and after treatment sound levels , uncorrected for ambient sound levels , compaired to Night. D. F.Q regulation levels . Table IV DALY ENGINEERTNG COMPANY Project x/862 For : Mercury Development Company Date : June 28, 1988 Date of Data: June 3 & 27, 1988 DATA SET dBL dBA 31 .5 63 125 250 500 1K 2K 4K SK 16K 1 66 55 52 57 64 56 56 43 39 37 30 0 2 66 51 61 62 58 50 49 J6 38 28 18 0 3 67 49 65 62 56 r)0 46 43 40 37 34 0 DATA SET DATA HANE Before Treatment - Uphoff home 25 feet from structure on deck . 2 After Treatment - Uphoff home 25 feet from structure on deck . 7 D. F.Q. Night time regulation level . \ I 1,I Graph 4 DALY ENGINEERING COMPANY Project #862 For: Mercury Development Company Date: June 28, 1988 Date of Data: June 3 & 27, 1988 SOUND PRESSURE LEVEL GRAPH 70 dB TT-- ---- ---- ---- ---- ---- I ! i Ii TT-- _ ---- ---- ---- --- I 50 dB r -- ---- ---- ---- - ---- - -- - I II TT-- 40 dB TT-- ---- ---- ---- ---- ---- --- --- r� TT-_­ 30 ii I - III If --- � � 20 dB ti-- --- ---- ---- ---- ---- ---- ---- Ti II II II _ ---- --- - ---77 II � 10 dR TT-- --_ -- ---- ---- .---- ---TT ?1 . r 63 -125 -250--500 1K 2K 4K EEK 16K CENTER FREQUENCY IN HZ * After Treacment; - Brittain home 12 feet from 4 structure on drrrk . 0 D. E. Q. Night time regulation levels . Sound level after treatment compaired to D. F. Q dight time regulation levels . Table V DALY ENGINEERING COMPANY Project ¢#862 For : Mercury Development Company Date : June 28, 1988 Date of Data: June 3 & 27, 1988 DATA SET dBL dBA 31 .5 63 125 250 500 1K 2K 4K 8K 16K 1 6f 50 56 59 54 51 48 46 38 27 15 0 2 67 49 65 62 56 '50 46 43 40 37 34 0 DATA STT DATA NAME 1 After Treatment — Brittain home 12 feet from structure on deck . 2 D.E. Q. Night time regulation levels . Graph 5 DALY ENGINEERING COMPANY Project #862 For: Mercury Development Date: June 29, 1988 Date of Data: June 3 & 27, 1988 SOUND PRESSURE LEVEL GRAPH 70 dB TT-- ---- ---- ---- ---- TT TT--, II 60 dB TT-- -- ---- ---- - -- - - - f ---- ---- --- ---- ---- -- - ---- II TT"'- _ 50 d ITT-- --- II -- ---- I TT-- - I d0 dR TT-- T I I � I I ----- ---- ---- ---- ---- ---II TT-- - _ U'� I I I I ---- ----- ---•TT - II -- ---- ------ 20 -- - II T - 10 dB TT ?1 . 5 63 125 -250 500 1K 2K 4K 8K 16K CENTER FREQUENCY IN HZ * Levels at property line directly back of building, 0 bevels at 45 degree angle off Yorther st cernc•r of building at property line . Sound Levels measured a? rng property lin '. Table VI DALY ENGINEFRING COMPANY Project #862 For : Mercury Development Date : June 29, 1988 Date of Data: June 3 & 27, 1988 DATA SET dBL dBA 31 .5 63 125 250 500 1K 2K 4K 8K 16K 1 66 50 63 60 58 52 17 44 34 26 14 0 2 64 49 58 57 60 51 46 41 37 27 16 0 DATA SET DATA NAME 1 Levels at property line directly back of building, 2 Prels at 45 degree angle off Northeast corner of building at property line . i I f s S Table I Allowable Statistical Noise Levels in Any One Hour 10:00 p .m. - 7:00 a.m. L50 = 50 dbA L10 = 55 dbA L1 = 60 dbA Median Octave Band Standards for Industria] nd Commercial Noise Sources Octave Band Center 10:00 p.m . - 7 :00 a .m . Frequencies , }iz dB 31 . 5 69 63 62 125 56 250 50 500 46 1000 43 2000 40 4000 37 8000 34 f:8621 '� aRr +a• � �w w � � w •� � Figure '- Exhaust Cooling Fan -� \ I �_- Aerodynamic Noise Engine-- ---- 0 �J Intake t� Gears Tires Brakes Typical Range of E 100 Spectra for Normal Uperating Modes CN o CO 90 I _ SAE Maximum Noise o J- c Acceleration to 35 mph ! - 92 dB(A) J 0 80 a d= C 0 70 ' y --- H i ghway Speed C owe, 0 (84 dB(A)) v 60 - - - -- u O 30 mph Cruise 75 dB(,'%) 50t • 100 : a ��1000 i • 10 0 • Frequency in Hertz 90 89 85 c 82 80 81 79 g' 80 J C ►a- ^ m 70 c 'E ro rn<<m s ° 'n IL < W C 60 Subsource Contributions Under SAE Maximum Noise Test 1 Figure 2.4-6. Typical Example of Diesel Truck Noise ' 101 Y • ' i I l Aerodynamic Intake Figure 2 aNoise Cooling Fan Exhaust Transmission Tire Noise 100 I 1 • CN Maximum 80 1� �► Acceleration .. .. mph 70 ti . .�-5 ' • ��, Automobile Noise Spectra at 50 feet 40 ---L I I I I 1 1 1-4- 1 1 1 11 1 1 1 .�� . Frequency •0 Full Throttle Acceleration from 30 mph 80 '��►' iiiLegend Engine and Fan W Doi 'y�' �.•�� i.•. 'Sys �'��� '�'•00 60 ' Intalce ��� ���� 1•i��/ 30 Exhaust 50 mph I Cor #1 Car #2 Car 13 Tire Noise Fig-ire 2.4-8. Typical Examples of Automobile Noise 109 �. I A Figure 3 _ _ O �'•. `'' Standing Start Drive Away !4 Meesured from Curb (4-6 feet 100 —t— (94 d B(A)) -tit. II 90 y - 60-69 mph _a (at 50 feet) c 80 70 N 50-59 mph c (at 50 feet) a m i 60 — 0 u O I 1 0 1 100 2 — e 1000 : s 10 00 e Frequency in Hertz Figure 2.4-9. Typical Octave Band Spectra for Highway Buses 11� -._ -- _,-sew'-_`_\✓\/-vim'---\�^� --- `:,-- ,,CS': -- �4 H+�h ''h�" AMr aPyrl ^�:rb.l�e��� •„ Mr iil��' ��� +'w.,�g Jl(Pri1h. r �...w.' �• h \ 1 ,n J.. � �,,, ��� "'fit �,�����,,��� �itw�,N+b �y+ �' ,,'��ir►��� � �� � ICATE OF OCCUI' CITE'• OF TIGARD r I OREGON a Portland Fixture L.P. Owner: 870066 _Permit No.___ PO Box 5401 Portland OR Q7228 { ? � ,y,,,r a' a� Address:_ gBuilding Address: _ 13500 SW Pacific. Hwy. _ rr � B2. CG --SN 9 ti Occupancy:-- — Land Use Zone:__ Bldg. Type t; ,► ` Comments: tenant: Food Connection 'r Certificate is hereby given this 30th day of June 19 88 ;` c that said building may be occupied and that it complies with all lye requirements of the Building Code for the City of Tigard, as approved ' �., b the Tigard Cit Council. pP � ` Fire Dept., / Building Inepeetor ' Building 0ffic,31 1 Post Certificate in Conspicuous Place �� �"������_ � . ► • "�, �+ .,�.�,z--,:-:,� '�►�s - - -cif. - -' �, - ^��� '�, i a "'�-"r'" ;,Q �����. W o w )� a pry p��e j�lp •,� '�/y'y��4�C Skk'' •,,', A� �w. �� n•i. 'FAY ti .�Mt�• ...' 0tl� •M a';• � h `7ye'�.'G!�y t_ ^"CS''yjj"7•�,yrq, .,,ry�,..�.. 1�� �,fy \ M�+. '. .t! �h '";any„„�: ,-��- h u !v � -... d'�ro.�� �_�, i!q, .`��.���.,.. t !i'iryq,.::.ih'�\'�'.`` 4�+4 :a ���,pt�.�:a•. i awn ..•,�Sy,y��'a�,. . ` :+� � ` - `h} � t�' �! � -�tl,�=. _,DW,e a` fi t�ti%S 11,w11 r in _ NAFRCURY DIVELOPMENT Development Management Leasing A Division of Po(fl and Fixture Limited Partnership June 8 1988 City of Tigard Mr. Bob Jean City Manager 9�8 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Noise from compressors atop Food Connection grocery store Tigard Marketplace Shopping Center •- Tigard, Oregon Dear Bob, I am wr*ting this letter to memorialize our discussion on June 7, 1988 at Tigard City Hall between Ed Murphy, Dirfctor.-Community Development, Brad Roast, Building Official and myself, concerning the plan of action to remedy the noise problem emanating from rooftop equipment on the Food Connection grocery store. We will be installing a temporary sound buffering wall on Wednesday .June 8th and 'I't,u-sday June 9th to provide some immediate reduction in noise levels to our neighbors to the southwest side of grocery store. Furthermore, we have engaged Daly Engineering (Acoustical Engineers) to work with 12mm n - Kl.as and Associates Architects and a structural engineer to design a permanent structure to meet D.E.Q. sound level requirements. The permanent wall will be installed no later than June 30, 1988. We understand that from Juna 8th until June 30th the grocery store will be operating under a temporary occupancy permit until the successful completion of the permanent sound wall. At that time t'ne temporary occupancy permit will be changed to a final occupancy pernd t. Our second meeting on the site with the acoustical engineer will take place Friday June 10th, to assess our temporary sound buffering wall. We met previously on Friday Jane 3rd but the engineer suggested we come back the following week when all of the equipment was in operation to get the most accurate decibel reading and to assure us that the recommended design will be. proper. The architect stands ready to finish the design the acoustical engineer recommends, at which time the structural engineer will calculate dead load and wind loading. Just as soon as it is engineered our contractor will finish tLe wall. We expect to be finished before the 30th and we also expect the temporary wall will help significantly in the interim. Last Friday evening I called Mr. Uphoff 003/223-210P Meii ber 338 NW 5th Avenue Interrotional PO Box 5308 Coin ICII of Porfland Oregon 97228 l,Oppnlg('rnt@rs Page 2 City of Tigard June 8, 1988 who suggested a temporary wall should be installed. Monday morning we went to work z)n the temporary wall, including the acoustical engineer in our discussions. We appreciate the constructive input from Mr. Uphoff and feel that we hsve made the best decision possible. Mr. Uphoff and Mr. Hart have been informed ;,s to the status of the sound wall. We at Portland Fixture Limited Partnership appreciate your patience and that of our neighbors, allciing us to complete the project in the quality manner that we approach every project. Sincerely, MERC')RY DEVEIDPMENT a division of Portland Fixture Limited Partnerslup Da,e Zimel Vice President DZ:jkh cc: Mr. Uphoff Mr. Hart CASt OF OCCUPANCy , +t° �•• T E M P 0 R A R Y ,. 4 `, If, CITY OF TIG.ARD `' F, OREGON o Owner: — Portland Fixture L.P. Permit No. 870066 �a. � Address: PO Box 5308 Portland OR 97228 y Building Address: _U50Q SW Pacific Hwy. ��� -� Oecupaanzy: B2 Land Use Zone: CG Bldg. Type 5N t +'�• f' Comments: tenant ; Food Connection T41Tq CF'.RTTF'TCATPEXPIRES QN JUNE 30, 198$ Certificate is hereby given this_ 8 t h _day of June ig88 r� a that said building may be occtt-- ' and that it complies with all requirements of the Building Code fo the City of Tigard. as approved ORA by the Tigard City Council. ch l'i.44y Fire Dept. uilding Ius o y+r• ti .I t �--•-.r �....f� �.=.sem+►--'L' �`�'�'�,r��a�i��" Building Official r'� P °C Post Certificate in Canepicuous Place ww r, SAM► qY►, 'w �. ! ,, `d' 1 •I�lh t �!"lt q�� p �il�' ,p,► y,K, r' , r J•. � r-' r �Fes+ i ^ yw�r 1 v ��'�.+,t M � �• d`4'�i�.++� �•,�.��, �,�,� • ! �{i�p •. �k'��n�r � ri j/+���I� �N'. ��`'�� rf.;, � �� "h�� r ,./r fit,,, y.r�'_ n r+fir -�`,t �G't M• ' `�:��h. .�'; �� i � /`Strxrj rL'dq,��b'7'4i"k� '"ta ♦ �''4i�r ", •'P1t�• j,T'' � .r:,��r' �fi4YtlAW�'•eSIM ENP"ANN KLAS & ASSOCIATES ARCHIRCTS & PLANPIf-RS, P.C. 6775 S. W. 1111h Avenue - Suite 20 t Ueaverton, OR 910u!) UAl t SUBJLC I t c� (lo•e c._ t-�-,. �►>c�T e c e-r' _fin '-£-arc-rc-t� --�-- r+ paxi T f3 �cYl NO 04 a rQ r,t T"I L— I T I I ' 1� I n 1 �1 ff lie 2 +c 4-S --- �g P 1) L •1 x 4 / �• ac_G— �Y� rJ c w/ 5r , j 'Ira a sive- or. as, N *e- .1013 NAME �_L !�'� p - r7 C� CrG>N i.�C-�"f'(_Q1+Z J08 IOCnTION �►_ A�r �.Lilt C:Q�: SHEET I- —_ OF L IPA&4011101. o.4.aD 06.-. �,SpjT - ©Y --. 9 - DATE: EHMANN-KLAS & ASSOCIATES ARCHITECTS AND PLANNERS P.C. 6115 S.W. 111th Ave. Beaverton, OR 91005 Phone (503) 6444222, Suite 20 � v REQUEST FOR ACTION -- CRY Or,TI6AIRD LOCATION: 2i_".X6 44,q--- r r—&,rrELL -_C�� D�-•✓FR- PROBLEM: r_AIX of- -S SuJ /-/I,Qd1z"a- C was, - a 96 y ut� o By: yam,b� ,� Date: S FORWARD TO. Administrator - Police P.W. OPERATIONS _ - Building Finan,;e Library Recorder Planning _ Other - _--- .-- Department Head Response: BY — ---- --- --- - ACTION TAKEN: '�ZL IV o s c A Rs: A-t A f, 4� Ry _ Date Unli i F r�,iu , a • CANARY Follow-up PINKOrlginatui 5. Joint use and maintenance agreements for common driveways shall be provided by the applicant t- the City for approval and shall. be referenced on and become part of all applicable parcel Deeds . 6. The final conditions of SL 87-08 shall be considered a part hereof as though inscribed herein in full. 7. The center shall be entitled to one free-standing sign that does not exceed the allowable sign area by over 50 percent. 8 . No deliveries or trash pick-up shall occur at the rear of the project between the hours of 10 PM and 6 AM. 9. A. solid wood fence or masonry wall which is 8 feet in height shall be installed along the property line where the subject property abuts the R-3 ,5 and R-4.5 zoning districts. Said fence jhall be constructed prior to the issuance of building permits. 10. The location and method for noise reduction for the HVAC systems shall be approved by the Planning Director. 11 . The landscaping plan shall be revised to meet Code requirements for trees within parking areas. 1.2. This approval is valid if exercised within one year of the final decision data noted below. D. PROCEDURE I . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX __ The applicant 6 owners X). Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governn -ntal agencies 2 . Final Decision: THE DECISION SHALL BE FINAL ON UNLESS AN APPEAL IS FILED. 3 . Appeal : Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of rhe Community Development Code which provides that a written appeal must bo filed with the CITY RECORDER within 1(' days after notice is given and sent. The deadline for filing of an appeal is 3:30 P.M. ` I` Y,z. 4 . Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 13125 SW Hall Blvd . , PO Box 23397, Tigard, Oregon 97223, 639--4171 . PREPARE 'om Dixon, is nt P nes DATE William-A, Mommkinn, 01rector of Community Development DATE &PROVED ..,._._.—..,n.,..,,,.�tw.uAru�uwewiw.w.www ....+v.......:..,..,._.........:..._.. __...... Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural Fire Protection District May 9, 1988 William Craig -ple"er Mechanical P.O. Bax lb61 Beave:•ton. Oregon 97075 RE: Tigard Food Connection Dear Mr. Craig: Thank you for your response to my April 15 letter. Flans re-sub►nitted for the smoker and smoke generator and the hood systems are Approved by this office. Installation shall be in rumpli.,,nce writh the requirements of their listings. Please have installation manuals available for inspector on the job site if asked for. If I can be of any further assistance t.o you, please feel free to call me it 649-8577. Sincerely, TUALA'TIN RURAL FIRE P 0 'TION DISTRICT t Gene Birchill Y Building Official 20665 S.W. Blanton Street Aloha, Oregon 97007 GB:kw cc: City of Tigard Inspector Ray 111-LIMFJ.[NG, PERM11 CITY OF TWA PI�:RM"1'T' N(J N . IoLHF30 b0 C a TWARD COMMUNITY DEVELOPMENT DEPARTMENT '°°" DATE ISSUED : A/F 1/68 13125 S.W Hall Blvd.,P.O.Box 23391.Tigard.Oregon 97223.(503)b39-4175 P17I M. PMT .N0 (38021SA CJOE+ ADDIPIES5 : 1:3"500 SW PACIFIC HWY TAX. MAF PLOT SUB: TIGARD MARKE:TPI_ACE: L.T : E)K I-AND USE: !...(:)T SIZE : ITEM: NO: NO: WORK CA-ASS : NEW WA'TE::R C:L0SEA' 2 TRAP USE TYPE. : COMMERCIAL.. I.IRINAI... 1. BK1'=LOW PRV11ITP CONST . TYPE.. : VN L..AVOPAT OPY 'r.:'. TRAP PRIME:14 OCCUP. G PP A:3 TUB SI••IC)WE:R GFTE::ASE: TRAPS 1. D'7.SHWASHEQ GARBAGE DISPOSAL.. Nf.) . ST0P1:Ei:S : I WAriHTN(., MACHINE DWELL-.UNI'T'S . I...AI.1NI')RY 'TRAY BLDG . DI-,'AIN ( DIA FL..001`41 DRAIN Al !a INK e1 SEWER (F T) WATER HF:-'A I'F:::I••� 1. STORM)I RAIN (F"T 1 UU ()THE P 8 o' F)E::MnIaK w : �I hic�n�ra 1:11.!:1brr, a.ri+^1 � winktu ra.i-% 1. fluclr , l P i w i+(l , :Im r:1 P b n►►u ei� , :I. :3 C"P t Mt per:a1 -{rt►�--{�•;4 ars+Fx i._ FEES : 0 Taco Ti.mrri , 1 ni, . PERMIT $2F2 . 50 W E � FIXIL)PE:S R STATE TAX OTHER C PFINHAPD'T• JOHN E. O N PEINHAPDT PLIPubli)INC; T P(:)B1:1 x i P.1? R N+a►wboir-q OP 9'71.:32 TJ PHOM:. (.61503) 62C 37"541 p PE:(:.I S THAN I ON NO 1.R70 'TOTAL. : $2 3:3 . 6 3 R ____—--- _ ---- RECEIPT NO. 28998 This permit is issued subject to the regulations contained in Title 14 -•.•__ ....._...............__.____.�_.._..__...... of the TMC. State of Oregon Specialty Codes,zoning regulations gFi'( l•17 RF.::C) ItJ SF�C::(:;'1':CC1N"_i and all other applicable codes and orcinances, and it is hereby PI..B. UNDEPSL.AE3 agrned that the work will be done in accordance with the plans and F`(')S T' & REAM specifications and In compliance with Al applicable codes and WATER LINE ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractor; shall have current city PL E+ 1 IIPC)lJ'T' business tax permits. This permit will expire and become null and PAIN DRAINS void if work is not started within 180 days,or if work is suspended or F11 NAI_, abandoned for a period of 180 days any time after work has oommenned. It shall be the responsibility of V-as permittee to assure All required inspections are requested and approved. Pe i e ature Issued By --— CALL FOR INSPECTION 639-4175 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITYOF IFARD April 21 , 1.988 OREGON Oregon Structures 7822 SW Capitol Hwy. Portland OR 97219 attn: Jeff re: Taco Time, 13500 SW Pacific Hwy. Plumbing Permit #880260 Dear Jeff: As per our telephone conversation, please remit the $65.00 due for the rain drain/storm system and water service for the above described job. Reinhardt Plumbing has paid for the fixtures, and they have stated that you are doing this site work. P' tae reference your payment. to the above permit number. If you have any questions , please contact this office. Sincerely, Julie D. Ouellette Permits Clerk cc: Reinhardt Plbg. 13125 SW Hall Bivd.,P.O.Box 23397,Tigard,Oregon 97223 (,503)639-4171 ----------] 5 E W E:'P PERMIT CITY OF T'FA RD PERMJ.'%** NC. : ISE890196 (CITY OF TTIMARD 7�ItD COMMUNITY DEVELOPMENT DEPARTMENT MOM DA'Tliii: P-)5UF20?90- _KD : Z112 13'25 S.W.Hall Blvd_P.O.Box 23397.Tigard,Oregon 97223.(503)639-4175 PPIM . PMT .NO . 8*7006t5 JPH ADDRESS : 13500 SW PACIFM HWY U6A NUMBEP : 34932 'TAX MAP/L.0T SUB MARKETPLACE I...?' BK I AND USE' : LOT SIZE : SECTION: TWP: PNG : W0PI< (:A-ASS : NEW USE TYPE: COMMERCIAL. 'Thc- at6.Ir,vimin tc) c,clitir.lily witt-1 110.1 atricl r)-f tlir- Soitwcar-iaj)ci ogvi-icy . 'T*I-)** I-)ci I,in J. c, 4?x P J1.I-,el in 0 ci in y Ili -1?r-ci in t I'll 0 CI(N.t 0 1.1;HI Ll 0(1 . TI-It.? tuthli unicil.1rit r)iIIA-cl WJ.1.1 11rhl"Mil, 1oxI:):0­r.-m . 11.iv Ac1*)ric-y (fi-jetit i-icit nritor,- thcft c1-P the c)-P tho, A.R­('*1I­V.1'.1.I9 . IT tl-lol IllvdWel. J.0, ncit att the j'.jivc4ri , thir? tfiliiik'll. Ijl-C)rap*nc't W'%t J.1.1 in.1.1 dir,ipc�tic)riin -Ilr-c)In ti-li-I cli In 9J.V(41.1 . I-P 11vit, to t3 *1.lJC.-:l'ktek:I , ti-Irm Tat( puc. r, hunor.,� in "I'mr.) iq.nrl S:010F,t Plrill­milt- ni,vicl tlIF-:l Ac,IlrAnCi -y wT.I. irlintin.11. III, --a r,;a'l. L INSTALL . 'T'YPK' : BUILDING SEWEP IMPEPVI(jUS AREA: FIXTURE:: UNI'l 5 : TENANT IMPROVEMENT : NO DWELLING UNITS : 15 NO. OF 11114 ti 0 0 VV P(3 1:)CIX 5-101 C113NNECTUM CHArME' 411.6 Iti F F E Ll : prir,t].iaricl fix-tural . p . PIERMIT P Ll I-t'1.Ill.n cI (:Ir 97228 8 LT'NF*.: TAP INS: TALL . PIAONF.:' ( 503) 238-2109 OTHEP ( • N) T A G T 0 Y'04 A L 111.144.1 -11'5 . 00 R I P T NO Fi 0 9 0/1 This permit is Issued subject to the regulations contained In Title 14 of the TMG, State of Oregon Specialty Codes,zoning regulations nF."QUTPED INSPES.,*TJONS and all other applicable codes and ordinances, and it is hereby I INE TAP agreed that the work will be done io accordance with the plans and SEWEP specifications and in compliance with all applicable codes and ordinances The issuance of this permit does not waive restrictive F7.1 NAL Covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void If work is not started within 180 days,or it work is suspended or Abandoned for a period of 180 days any time after work has commenced It shall bo the responsibility of the permittee to assure All required inspections are requested and approved Permittee Signature Issued By --CALL F0R___1NSP1=IUN b39­41*75 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE 1W .e� . rn wr wry •++r a! s SEWER PERMIT 34952 UfUnified a A90MY CITY OF DATE — of Washington County PHONE + — — --- OWNER — — -- -- OWNER' S ADDRESS, TYPE OF INSTALLATION+ LINE TAP rI BUILDING SEWER ❑ LINE TAP AND BUILDING SEWER ❑ U TYPE OF OC:UPANCYe SINGLE FAMILY ❑ COMMERCIAL ❑ NEW ❑ EXISTING � ❑ INDUSTRIAL 171 Ml1LT , RES . FIXTURE UNITS DWELLING UNITS IC5 -- 13500 SW Pacific Hwy . Food Coneection ADDRESS OF STRUCTURE - - Permit Conditions: The applicant agrees to comply 1easeth areferll lto the Pees ind rmittNur.+er. -The Permit Sewer age Agency. When calling for an inspection, p total ermit expires one hundred twenty (120) feeand/orthe dateer ofi)swallebe foefeited i;�the permitpe pire%. fee, connection charge, line tapIf The Agency does not guarantee the aivenacthefthe installeation sFallfprnepectsewer threelaterals. in all tdirect,ons is not 'ocated at the measurement 9 from the♦distance given. charge and o located, theill installer lateral. a `Tap and Side Sewer' Permit at the FEESt PERMIT FEE b — CONNECTION CHARGE ---------LINE TAP INSTALLATION __ __—_�---------- -- I S S U E L F_l y OTHER TOTAI s _. iy: --- DATE OF ISSU IJ r — Af PLIC.ANT -- _ - v DATE OF F(PIRATIQN SEWER PERMIT ADDRESS OF STRUCTURE —_- - --- ---~ QUARTER TAX MAP — TAX LOT --- SECT I(1N - -- LOT BLOCK OF P OV D BY ---p��- ISSUED EKY � DATE OF ISSUANCE D. U . 'S REMARKS _-- --- " �— Washington County Fire Di City of i3eaverton Fire Destrict No. 1partment APR 2119£8 116!il Tualatin Rural Fire Protection District c:i r Y OF fIGAR April 15, 1988 C ra:g Bewley Mechanicai systeis, Inc. 12470 s. W. First street Beaverton, Oregon 97005 Dear Craig: Re: Tigard Food Connection Pacific Highway & Park Street Thank you for delivering mei^hanical plans to this office for the at>c, captioned property. The follo,ain consideration during construction gofitems thisshould be taken into ve- pro,ject: 1• Heated and Cool Air Ventilation Systems: Heated and c of air ventilation systems p�idtng circulation to rooms that do not have direr,_ outside ex4t and c,re over 2,000 cfm shall be provided with a smoke detector• shutdown 2, Smoke Generator and Smoke House: UMC 1009 with detailed drawings of smoke Provide this department construction for review and a generator and smoke house particular item is approval. Concern with this the s'noke trcirtsfP,' duct from the gener3toi to the smoke house and ether heating smoke relationship to combustible wails. devices in CTMC 302 3• insufficient Information: ficient informatior�1 r These Plans do not have s _ o doof a thorough and dust syyt^ms, Plan review for hood Please provide this office with shop drawings of hoos+s and ducts and hoods installation ds fire protection of Said , and ducts. rawinE ds � of UMC 102 ._._._.._......_....�......r«...rr�WM6� #'ax.nrrrr,.--:gym,:,...:..,.:. ., _.____...r..,...,......�... - Biil Craig April 15, 1988 Page 2 If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, WASHINGTON COUNT IRE DISTRICT NO. 1 Gene Birciiill Plans Examiner 20665 S.W. Blanton Street Aloha, OR 97007 GB-kw cc: City of Tigard `Inspector Ray Washingtot; County Fire District No. 1 City of Besvertcn Fire Department Tualatin aural F,re Protection District MA I April 7, 1988 Ken Pearson Fire Stop Company 9384 S.W. Tigard Avenue Tigard, Oregon 97223 RC: Tigard Market Place S.W Pacific Hwy & Park Street Tigard, Oregon Dear Ken: Automatic sprinkler plans submitted for the above captioned project are approved as submitted conditional to the following items: l.. Fire Department Connection: Fire department. connection locations would have been preferable to have an ti`►e opposite side of the fire department access roadway, around the backside of these buildings adjacent to location of the fire hydrant. (UBC Sec. 38) 2. Completion of System: Upon completion of system, and while test is being conducted, inspection of the piping shall be made by this department.. Please give 24 hour prior notification. Contact person is Bob Ray, 3. Completion of System and Tests: After completion of system and tests, contractor's material and test certificates shall be filled out completely, signed by representative of the owner and a copy forwarded to this office for permanent record. If. I can be of any furthe-- service to you, please feel free to contact me at 649-8577. Sincerely, TUALATIN RUR FIRE PROT CTION DISTRICT Gene Birchill Building Official 20665 S.W. Blanton Street Aloha, OR 97007 GB:kw cc: City of Tigard c Inspector Ray C17Y OF T'VA MF' I0N (> I CAI PERM.1''T RD P-4, I-')l--:PMI T NO. ME9701-09 C"YOFYWAM COMMUNITY DEVELOPMENT DEPARTMENTell "'.M.40 13125 S W Hall Blvd..P.O.Box 23397,Tigard.Oreo,.-,97223.(50316394175 1 4 PKE NI'l ,.1(:)I:'.4 ADDRESS : V5500 SW PA(wTFVHWY TAX MAP/l OT Sk.18 : 'YJGAVIMAr4KE1PLA(-'L L I . OK : I..ANDt.JSI:*-: 1-01 SIZE : NO: NO . WORK CLASS : NEW FUMAME (1.00K AJ 1:4 HA1401 P <10 USE 'TYPI:- : COMMERLXAL 100K.f. AIR HANDI-A 1.0K CONST' . 'T'YPE: VN F'I OOP FLIPINIACE. EVAP .GOOLEP OCCUP.GAP . : 82 VENT' FAN VEN'T 5YSi'I'F;:M 1811-PMOMP <31--lrl HOOD NO. S'TOPTES : I 1.3 I N('.1 3:NE PA'TOR(DOM DWELA. .LlNrrs : BLP/COMP 15 3()I-.IP e.1 IN(.,:[Nl*-.PA*T'OP F:*LJFJ-, 'ryrw ro A 'I Di P/onmP *,3 0 0 H P 1IF"PATP UNIA'S MAX . INPI.J*I' BI.-R/cOml.", 304-1-411 (311--IEP FInF.: 011"IPPS0 PIPING ('AYTI E'T'S HIGH PPESS7 I r1W REMAPKS : I Reft,1c . tvyintem clin).%j . Othrzi-, fill me(-1Ple.rmit #8701.08 0 W F'tind (:'annectifiii $1.0 . 00 N 1..3!')00 SW PKC!J.-Fic' HWY PLAN *!53 . P-11) E R FIXTUPE-KS $203. 00 !'-0*A'TF 'TAX 1.0 0111,3 011-11"KII C 0 N T 0EF'PT(*.v*-:l1A*TION R ER A OOIAEISI;-:: 5'rARK S'T . C Pi.irtl,mrid (1p 9723,13 T 0 PHONE. 1.503) 666-11911.436 R r4*:-. OO. (.,'TS*TAA1'1N NAt:iutt; *P76 L I --- I This permit Is issued subject to the regulations contained in Title 14 NO. 30510 e� of the TMC, State of Oregon Specialty Codes,zoning regulations --------------------- and all other applicable codes and ordinances, and it is hereby INSPIEN."r TONS agreed that the work will be done In accordance with the plans and PLJ' UNDEPSLAH specifications and in compliance with all applicable codes and MECHAN(71— SYS'TEM ordinances 1 he issuance of this permit does not waive restrictive F1;NAI covenants Contractor and subcontractors shall have current city business tax permits. This permit will expire and become null and void it work is not started within 180 days,or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the recponsibility of the permittee to assure All required inspections are requested and approved Permittee Signature Issued By CALLF(T-11 INSPircTION 6-39—All.-M SEPARAT PERMITS REQUIRED FOR W014K OTHER THAN DESCRIBED ABOVE ._ -_...» ..-....,.... �.. ....-w.wwwr.., .r....+M..Y..Ar+..a.... .........w+r•.w..w, a..+.w..«...........«.............w..r.w++r+.n•+tw:rr.u,�w+r+w.... C—&—don ln+pe don Q Related Tears Carlson Testing, Inc. P.O.Box 23814 719ard,Oregon 0,723 Phone(603)"4.3/80 March 30, 1988 CP-3529 FIELD INSPECTION REPORT DATES COVERED: March 22, 1988 PROJECT: Tigard East Shopping Center ADDRESS: Tigard, Oregon INSPECTOR: C.M. Yuckert a 372.2-88: witnessed the placement of 7 cubic yards of 7 sack 3/8" pea, kurtz mix grout being placed into wall line D at 3.7 to 6.2 8' - 16' level and first 4' of loading dock walls. Rebar was placed as per drawings and specifications. Respectfully submitted, CARLSON TESTING, INC�� Douglas W. Leach President I cc: City of Tigard R & N C�.,,,tructAon Co. Richard Ehmann & Assoc. Mackenzie Enpineering - Dave Larsen Con"Mcdon Inspection&Related 7r.cra Carlson Testing, Tie. _ P.O.Box 29914 1) CM0 Pr isms Tigard,Oregon 97223 REPORT OF Un routed TEST SPECIMENS Pt,one(503)664-3460 3 -17 88 CP-3529 Permit Date Molded: 19 _ Job No. Client: Mercury Development Company - �_ ---- Project: Tigard Fast Shopping Center — Address: Tigard, Oregon -- — CMG Masonry Contractor: R K tf Construct.i(n Sub Contractor: - -- Concrete Supplier; —W r 1 sone i 1 l e Concrete Truck No. 39 _ Ticket No. 108443 Cost By: C.M. Yuckert Test Time: Load No. 2 65 3`' funny Tem low: Weather: _ Tamp. High: P• — F irst. nf' 8' of 13i-Mart, wal is 1 ines l A to D and C) 1-4.5 Location of Placement: 10 1/2 _Cu. Yds. ._ _Concrete Temp: _ --- � 1 Strength Requirement:_.. 1 350 PSI a r j8 daysSlurnp F l crush l e Cement Type — 1 sack Max. Aggregate 3/8" Mix No./No.Sacks Air Content_� _ Brand:�_ Admix. Amount: Brand: — Admix. Amount: _—._ __ - Unit Report Area Set Test® Register Date Dote Unit io2al PSI No. No. Jeys Number Recd Test Wt. load 1 l 9504 3-18 3 -24 147,990 119.]4 1242 47 - -_ 213 9504 3-18 4 -14 28 9504 3-18 4 -14 — II 7 9505 3-18 3 -24 109,690 57.00 1.920 47 28 9505 3-18 4 -14 — City o f Tigard Burlding Department, Remarks: -- - - r . . -- -- Richard Fhmann K Assoc . r-- — -- --F--- - -_.__ lino 1 A-i) Was grouted and horizontals Were not. viFah IP. A-"—wA'W�.wKKfMAL`�.ww-JEELJr=-A—w MF(','HA- NTCAL 1'.)ERMIT CITY OF TIFA RD '6--'It, l--JEP'M' I*T* NO. : ME138035w) CqYOFWAr& I COMMUNITY DEVELOPMENT DEPARTMENT DATE "[4150ED : 3 68 13125 J.W.Hall Blvd..P.O.Box 23397,Tigard,Oregon 97223,:503)6394175 PlAIM. PMT'_NO . 870191 ..OH AMPEata : 13500 5W PACIFIC HWY TAX MAP/I...01 u)UH : TIGAP11) MANKE-TPLAGE 1-T : HIK . LAND USE : LOT SIZE : T.TE'll: NO: NO: WOPK CI ASS : NEW F--LlPNACk:- (100K AIP HANDI P <10 USE TYPE : COMMEPCIAL FLIRNAC,L--- 100K+ AIR HANDI 1:4 1.0K C0N!:)'7 . *TYPE : ITIN FPLC)( FURNACF EVAP . COOL FA OCICUP.I . G1141P. : B2 HEATER VENT FAN VENT VEN'T SYSTEM 1X.P/COMP C.3HP HOOD NO . STORIES : 1 81 RMOMP 3---'.1.5HI:,' '11.2 T NG'.NEPATOP I DOM DWELL . UNITS : ETI-111M )MP1.3-3011-11P INC I NE PATOP(COM FUEL TYPE GAS BLP/(:;OMP 30--,50HP PEPAIN UNITS MAX , INPUT 90000 "t-R/Comp 50+HP OTHEP 1::'IPE DMIPIPIS"I NO (.,A!;i P'I'PING OUTI-VA'S 3 HIGH PRESS? NO I OW PPESS'J YF.;:S PEMAPKS : HVAC Linits aiii r,cin-F mnu) p1t.ori .lm thi,ut 01-11-Y . Ducts, romtrm veni,.m , etc . later, . C) PartIaLsid Fixtvir- td-t(I Pakr,tnr-mhI:) PERMIT $1 00 W N P011lax '5303 PLAN Pr-.:VTr-JA1 Ptirtlaiid OP 974'N.'44 FIXTURES 7 $1.38. 00 o Lil'A*7'E-. 1AX 11117 . /110 OTHE P C 0 HEWI EY DON N BEWLEY MECHANICA1 T R P( 4 El X 1.66:1. A C Heiiavei-tan (JN 9,7001 T PHONE 6P6 69i EI& 0 R PEGISTPATION NO . Bewley TOTAL : fM1,92. AM N This permit Is Issued subject to the regulations contained In Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulations r4-.:(4111PF;J) '[14SPECTIONS and all other applicable codes and ordinances, and 't is hereby agreed that the work will be done in accordance with the plans and FRAMING specifications and In compliance with all applicable codes and GAS 11-INE ordinances Yhe Issuance of this permit does not waive restrictive INSULATION covenants Contractor and subcontractors shall have current city Mr::CHANCL . FY5i'T'F:M business is)( permits. This permit will expire ano become null and void.f work is not started within 180 days,or if work is suspended or F I NAL abandoned for a period of 180 days any thne aftei work has commenced. It shall he the responsibility of the permittee to assure all required inspections are reauested and approved. Permittee Signature Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE scot � +ne �e s +�► � � teB Construction Inspection&Rcl tM Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23614 REPORT OF TEST SPECIMENS 'ngerd,Oregon 97223 Phone(5W)684-3460 Date Molded: 3 -2 , 19 88 Job No. CP-3529 Permit. Chent: -- Mercury Deve I opment. Company Project: Tigard Fast. Shopping Center Address: .._Tigard, Oregon Contractor. R & H Construction Co. Sub Contractor: Concrete Supplier: Ross Island Truck Nu. 21 _ Ticket No. A-168799 Cost By: M. Tabert Test Time: / 50 Load No. 2 Over-cast. 'i5 35 Weather:— Temp. High: Temp. Law: Location of Placement: Slab line 1 to 3 at B to D. Cu. Yds. -Concrete Temp: Strength Requirement:__3000 PSI 28 5" 9 eQ 0�.._�days Slump Cement Type - Mix No./No Socks_M i x #30001; Air Content ___- Max. Aggregate 3/4" Admix. Amount: 1 112% Brand: "'C'1112 Admix. Amount: Brand:.. V i ber - - Set Test® Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load AfeO PSI No. 1 1 9393 1-4 3 - 9 75,858 28.27 2.680 44 -� 28 9393 3-4 3 -30 111,470 ?8.27 3980 51 28 9393 3-4 3 -30 114,780 28.27 4060 51 R,marks- CC City of Tigard Huilding Department. Richard Fhmann K Assoc. kT*rr7 i Tr • - ffaur-t-mr-sT=rr--- ---- - Construction lnspecdon R Related Teats Carlson Tesfing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 07223 -- --- Phone(503)W4-3480 Date Molded: 3 -2 19 BB Job No._CP-3529 Permit +w _ Client: —_- Mercury Ueve i opment Comp sny Project:— ligard fast Shopping Center Address: Tigard, Oregon Cnntractor: R & H Construction Co. Sub Contractor: Concrete Supplier: Ross Island —_ Truck No. 2 1 Ticket No. A-168199 Cast By:_ M. Tabert Test Time: 1:50 load No. 1_ Overcast 35 Weather: Temp. High: _ Temp. low: Slab line 1 to 3 at B to 1). Location of Placement: Cu. Yds. _Concrete Temp: _ Strength Requirement:_ -; PSI® 28 _days Slump 5** Cement Type . __— Mix No./No. Sacks Mix #3000(3 Air Content_ Max. Aggregate- 3/4" Admix. Amount: 1 112% _ Brand: _ Ca 1 r.i um Admix. Amount: Brand: F i ber Set Test® Register Date Date Unit Total Unit Report No: Uays Number Recd Test Wt. load Area PSI No. I 1 9393 3-4 3 - 9 75,858 28.27 2680 44 - 2B 9393 3-4 3 -30 111,470 28.21 3980 5) 28 9393 3-4 3 -30 114,780 28,27 4060 —t51 Remarks: —cc: City of Tigard fit,iIdinq Department imr f'ir---- ---- — ----- ---—--- -- --Richard Fhmann R Assoc. rtp --- Gonstroedon[neEwdon&Related Teats Carlson Testing, Ince P.O.Box 2M. 14 llgerd,Oregon 97229 6 x 12 Concrete TEST SPECIMENS Phone(503)684•3460 REPORT OF 3 -1 88 CP-3529 Permit # 9 --- Date Molded: -- 1 -- Job No. _-_----- Mercury Developwint Company ------_-___ - Client: figard Fast Shopping Center - Project: -------- Tigard, Oregon - ----______------------- -- Address: --- R 8 H Construction Co. Sub Contractor: -_ -- - Contractor: 30 1-448960 Ross Island _ Truck No. Ticket No. Concrete Supplier: 1 1:35 food No. _-. -- M. 1 aber t ___-___-_ Test Time: Cast By: _ _._ - 55 35 Fair Temp. High: -- Temp. Low: Weather: Slab line 1-4 aL B- F2. - Location of Placement: _____----- — -- _- -104 Cu.Yds. -------- Concrete Temp: '- 284 112" Cement Type_ ----- 3000 PSI ® _-_--days Slump_------ strength Requirement: --- - 3/4" Mix #300013- Air Content_____--- Max. Aggregate_ ------ Mix No.f No. Sacks-- Fiber 1/2% Calcium Admix. Amount:- --- Brand: -- Admix. Amount: Brand: — Unit Report Date Date Unit Total Area PSI No. _ Set Te__st® Register Test Wt. Load 72,397 43 No. Days Number Recd - - c 2560 _ _ 114,610 4050 50 4090 50 `115,624 cc: t y o t gar u 1 t ng par --- R & H Construction Co. --- ----- -- Remarks: ,T-,,-, Amann ss"c. f Macken?i e Engineering___ =_ Dave Larsen --- Con.stnr.Yion Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 Ei x 12 Cont rete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)664.3460 1 -29 SH CP-3529 112rmi t. to Date Molded: 19 Job No. Mercury Development. Company Client: — _ -- figard Iasi. Sheppinq Center Project: Iigard, Oregon Address: R K H Construction Co. Contractor: _ Sub Contractor: Ross Island IH n-]68712 Concrete Supplier: _ Truck No. _ Ticket No. M. labert. Hi l9 Cast By: ____ Test lime: _ _ Load No. _ Weather: �— Temp. High: �._. �__ Temp. low: Slab line 4-6 at 13-1 .2. Location of Placement: Cu. Yds. �_— Concrete Temp: Strength Requirement: _ 3000 PSI a—_ZH daysSlump—.' 1� Cement Type Mix No./No. Socks M i x Af300013 _ Air Content _ _ Max. Aggregate 324 Admix. Amount: 1 1/2% Brand: Ca I C i tim _ Admix. Amount: _ Brand: F i ber Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test load PSI No. �I I --' 9,351 3-1 3 - I .126,180 28.27 4460 42 28 9301 3-1 3 -28 151,750 28.2.1 5370 48 28 9351 3-1 3 -ZH 153,51028.21 5430 48 11 1 935H 3-1 3 - 1 108,980 28.21 3850 42 28 9358 3-1 3 -28 144,450 28.27 5110 48 28 9358 3-1 -3 -ZH 141,920 18.21 5020 48 Cc: City of Tigard HO Ming Oepartment. Remarks: Richard Ehmann K. Assoc. -- ' . f,n7 i I I I {}Ryr-} I si n---- — — �s +u�r ++s ■ar w +wr .� w Construction lnspecdon 4 Rdated Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12_ Concrete Ttgerd,Oregon 97229 REPORT OF TEST SPECIMENS Phone(5o3)bsr-UN Dote Molded: , 2 -26 ' 19 88 Job No. . CP-3529 Permit ry _— Client: Mercury Development Company —_ Project: Tigard East Shopping Center Address: Tigard, Oregon — �— Contractor: R R H Construction Co. Sub Contractor: Concrete Supplier: Koss I s l and Truck No. 20__-- Ticket No. T^448961 !V. Scher i be 1 Test Time: Load No. 3 Cost By: — - �- Sunny Y 6C 40 Weather: Temp. High: Temp. Low: e _ Stockroom sleb. Location of Placement: — — — Cu. Yds. _Concrete Temp: —__— Strength Requirement: 3000 _PSI ® 2_B daysSlump 5' Cement Type Mix No./No. Sachs Air Content __ Max. Aggregate 3/4" Admix. Amount: F i ber Brand: ,� Admix. Amount: __— Brand: Set Test® Register Date Date Unit Total Are.. Unit Report -No. Days Number Recd Test Wt. _ Load PSI No. 1 7 9349 2-29 3 - 4 70,716 28.21 2500 41 28 9349 2-29 3 -2.5 28 93492-29 3 -2S 28 21 cc: City of ligard Building Department Remorks: R a- -f mmt`r'ttttTtm~C-cr---- - ___---- _— Richard Enmann & Assoc. + Ifty Men --- _ 4ccoU r, An �cr r -0�� t4eece t;07 1 / PERMIT # PLAN CHECK # BUILDING RFICEIPT DATE: N 4ME:_g[ 1 ADDRESS & LOT # & SUBDIVISION NAME - AMOUNT A C'T. # DES::RTPTLON 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees - 10-431-601 Mechanical Permit Fees -L--�—"- 10-230-501 State Building Tax CJ - -'-` ✓C' 10-433 Plans Check Fee ---- Sewer Connection (20X) / 0 0 30-443 / 30-202 Sewer Connection (80X) --� 3 0 30-4G 450 4 Sewer Inspection - -- 51-448 Street System Dev. Charge (SDC) - O U__ 52-449-61n Parks I System Dev. Charge (PDO) 52-449-620 Parks II System Dev. Charge (PDC) 31-450 Storm Drainage- System Deti. Chrg (SEDC) 1_0-230-505 TP.FD 10-435 TRFD (5X) 1G-230-506 Washington Co•inty Fire #1 (95X) - --`- 10•-435, Washington County Fire #1 (5X) - -- sK500 10-220 S Credo* TOTA1 _. - (Separate Check for Leron Heights WO.00. (br/1214P) PERMIT # PLAN CHECK A !1 BUILDING RECEIPT NAME: /CY,/r'�/!/ 1��� _ / DATE. ADDRESS & I,UT # & SUBDIVISION NAME: ACC's. N DESCRIPTION AMOUNT -- 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10-230-501 State Building Tax CS -_—L3 L<� 10-433 Plans Check Fee 30-441 Sewer Connection (20x) � 30-202 Sewer Connection (80X) 30-444 Sewer Inspection 51--448 Street System Dev. Charge (SDC) 00_ 52-449-610 Parks I System Dev. Charge (PDC) 52-449-620 Parks II System Dev. Charge (PDC) � 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-230-505 TRFD (95%) 3-4 1.0-435 TRFD (52) 4 53 10-230-506 Washington County Fire #1 (95X) � 10--435 Washington County Fire !1 (5%) 10-220 Amart/Wedgewood TOTAL :? 3 30-- 01 r- 0— r- G (Separate Check for Leron ►{eights $150.00) . (hr/1214P) ,000 �� a .., ,SP 880 /96 PERMIT # &2-Q�-62 PLAN CHECK # BUILDING RECEIPT v NAME,: CY/1 ADDRESS & LOT # & SUBDIVISION NAME: AMOUNT ACCr. # DESCRIPTION us1q -At34 9-5'Z ZO-432 Building Permit Fees 1.0-431-600 Plumbing Permit Fees -- t 10-431-601 Mechanical emit Fees $ -- C5�) 1-0-230-501 State Building Tax --- --- - `- 10-433 Plans Check Fee - -_-- - - 30-4/,3 Sewer Connection (2.0%) 30-202 Sewer. Connecti,n (90%) -j�� 30-444 Sewer Inspection — -- 51-446 Street System Dev. Charge (SDC) ---- 52-449-610 Parkn I System Dev. Charge (PDC) ---- 52-449-620 Parks II System Dev. Charge (PDC) 31-450 Storm Drainage System Dev. Chrg (SSDC) __ --- 10-230-505 TRFD (95%) --- -�- 10-435 10-230-506 Washington County Fire #1 (95%) $ ----- -- ---- 10-435 Washington County Fire #1 (5%) - ---- ---- 10-220 Amart/Wedgewood ---- -- UO/"Rc-e ome: TOTAL 00 (SeparateCheck for Leron Heights $1.50.00). (br/1214P) t CITY OF TI MRD No. 29904 13125 S.W. HALL BLVD. f' f'f L""- .O. BOX 23397 Date � � � TIGARD,OR 97223 Name Address Lot Block/Map Subdivision/Address Permit p•s Bldg. Plumb Cash Check i Sewer Other Other Rec. By Acct. No. Description T Amount 10.432 1 Building Permit Fees __ 10.431-600_ Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10.230.501 State Bldg. Tax _ 10.43.1 Plans Check Fee__ _ 30.443 Sewer Connection 30.444 _— Sewer Inspection 51.448 Street Syst, Dev. Charge 52.449.610 Parks I Syst. Dev. Charge j 52.449.620 Parks II Syst. Dev. Charge 31-450 Storm Drainage Syst. Dev. Charge ! 10.430 Business Tax 1 10.434 Alarm Permit "- 10.227 10-453- Fines :_rafficlMisdlParking 10.230- CPTA TrafficlMisdlVic. Asst. 10.456 Indigent Defense 30.122-401 Sewer Service/USA —M-122-402 Sewer Service/City 30% 30.123 Sewer SevicelClty Maint. 30.125 — Unmatched — 31.124 Storm Drainage X475 Bancroft Prin. Py;nt. 40-4TF— Bancroft Int. Fymt. — i TOTAL ,�-•-�.• Dl I`Aft1MENT COPY (�/1 i 0411 I.1.19 I IM T T NO CITY CSF FIFA cl"OrMARD C-QfGON COMMUNITY DEVELOPMENT DEPARTMENT PAIM F"IMT NO 13125 S.W.Hall Blvd..P O.Box 23397,Tioard,Oregon 97223.(503)639-4175 -- i00 I,Jtl)'f F I I (A 60A DW 1*','PE 170MMEFIMAL I'IfiJ'Hk'P 82 TWO ISHOWVP .5 1.)1:F.1 4Wi15141:-J) GZAASAGE 01111,11$AL 11(:I ', i W1,61-17ING fil1^10-11,14F. D140, I I JN L AUNDAY 1i.,16Y I;'A DIE, I)PA11,11 I-IJ100 D110TO r31NI( L !"s E'WEA-1 Ir'll') F i.,Jt t' I 't,I f I 441 1' 0 W E I 1A R 0!1 lip C N A T 1(11, fit.) 101 0 R This permit is issued subject to the regulations contained in Title 14 14-1:11AI61F-0 of the TMC. State of Oregon Specialty Codes,zoning regulations ..,l-1-4- r, and all other applicable codes and ordinances, and It is hereby I it)II.I 'I f-I agreed that the work will be done in accordance with the plans an I t Iri specifications and in compliance with all applicable codes and ordinances. The issuance of this permit.foes not waive restrictive Pl. 1:1.11411. 1:11-0 AR covenants Contractor and subcontractors shall have current city husiness tax permits.This permit will expire and become null and1'1 h I(A401 l 1' void It work is not started within 100 days.or if work is suspended or abandoned for a period of 180 days any time after work has commenced. It shall be,the responsibility of the permittee to assure 11 1. '1 NE, ,ill required inspe, ons are requested and approved 1', 141-1 1* F MAL Permitlee Signature Will. I. 1!:CI174 T.N!W-1-0-11'10N 639 -141 Issued By: -J1-4 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE 0 NKe DATE r r ) SUBJECT: n.'�1�' l n i, ►�C C r'( O►v I fit�cft'V\� �C t TF'LA c-E::. " .._ r r''� -� ( • �..ire (,�...�� .. r , ! �T'• a prr now ,fir.�_� �: r s9� "T4-,1�r.^ .^►I�i��lr-.l.��c �l._-)F-'fns•✓ I '1'�:�`� �r 'F'"�=-'/ rr rr �. .r '�.� If � � /.,r � ./ r{,_1-1 .t I ', , � f 4.kc � t'+ I•.r�. -�h�l / � � EHMANN-KLAS & ASSOCIATES ARCHITECTS R PLANNERS, PC 6775 S.W. 111th AVENUE - SUITE 20 BEAVERTON, OREGON 97005 tikemo fU_,1-` 4 HC_qtr Ti�t !c't' rri�� `e ) DAIE / ,f SUBJECT: `�ra�D ►`t►•+ �'(�O n1 �lQ�•K'•[7 ",3eC_��i`Qc�x-.�_ -Tl—cr— 11-h, f= �C c I V4M f"f'c-%- ---'t d A Ay '1'cy �—�w�v,r 'T=� v"( �IG r.2 T�� �(1 C<?/.�►+�! �.Z-E e a MICC SM 2 N r. F 4xly �5T Ga / C,O R IJ Eft ro BEAM AWVE e � COLUMN FOOTINGS -- i lb I �� ,i I 2•G DEARIW6 3-0 WALL I �� �x I-3 UNREIWF. - 3ii0( PIPE GOL. UHREINF A i A (2 PLPGE5) I I rip F—: I I m I 3'4 PIPE (:OL. I - -- - - - AI I I � I 2K(o BeAKINU WALL J "�- 1 fT IL4°W. xo q" GOVT, F-r&. Ty r, MEZ,Z,6\ lAJP FEV145I0p�' U [-EMEN7 lc� f=OOP Coy N ECT ISN. (,S AKT FLOOR PLAkJ ROBERT R.KLAS „_ a T 166 f�D f�1,q R K ET P LA • '* 4rpr f-*fHMANR - KtAS & AS-SWATEJ j T I— 8 etnveafoN oaeaoN�ARCHITECTS & PLAMfii RS, PC '�1•. t��.S 6775 S W. 111th Avenue • JW(Q Z4 OF �eaver�an, QR �tir� 5TA I�R2 ON If 3 4.0 5u P OFFI(et 6c)wjcu-rEK RM. d�l KELI-TF—) SILL,?+3'-e° —1 HOG 0-60)7Y?- 13 LUWCH 0 7 1-4 if L I MEN T STAIR 17 '4 T,4 1 R _T LA 16 -,)UPPLEM�::�J mEzzk,\kjlK1F- RE S10, �A nMF F::Oop (�DWWECTIOW ROBERT R. KLA —Z7 WIWE PL-Al I 1, 1* " KETPL E; t,-V 71(.:)ARP MAR >I H [JiMANN C KLAS & ASSOCIAIES I- 2F)- FAW.RTOM.UQlGO C�- ARCHIUCTS PLANAL. P.C. 6715 S. W 111th Avenue - SUM 20 OF Buyvton. OR 91005 c�. F CGLU-LAM I Ilk _. � � I x +::5 h�,��M 'I ___..� 1200 Ll%. FKOM MEZZ. FIKMCo. PKOVIDE II NUG 210-2T HANGERS Q AL-L 9 I ' DF3L. J011575 FT W x 2E5 6 V _ i PBL 2 x 10 EA GH SIDE MF.GH.tJWITS 3- Wo L.�. FRDh1 MEZZ. FRM(a. o - tI ii (DELETED (-OL) 2P.T F—DCaE , TYP 4UAto W U Fly V +I 1 + I�1 GLIJ-lAM ��T�(FJEW GOL.� MEZZANINE REV1610J SUPPLEME�JT 1G FOOD (10ty .1r--CTION ' - MEZZ FK 6. PLAW y ROBERT R. ,/b"s I '-o`, 7lbAKV MARKETFLAC,F ',�, `oN.ortEcoa MANN - KLAS & ASSOCIATES 5,15 - -3 I T i — 23 e$ �� ARCHITECTS & PLANNERS. P.C. U 6775 S. W. 111th Avenue . Suite 20 9 c or Beaverton, OR 97005 • E.5 F It I CEILING " OFFICF RELITES5 - — - W 0)- 20 6M5.-i ,— 5%�x a'q" G LU-LAM - I / , 20 10 JoI57ti OM E E u P WALLS -- W K x 158 13M, C MHikP SM70N) v DAIRY BEVERAGE ' ROBERT R KLAS- _ C,00L-BK -- - '�/1 SIAVEPION.OaEGON V T STEEL COL. STEEL CAL. Q5 jot;F jo MEZA�JINE. REV1c--)101,J !�5LJPPLEMENT FOOD (,0fJNE6.TI0N c,E.CTIOkJ oS EHMANN TIGAf�� MAKKE'TFLALE OFFICE MEZZAQ IWE 6775iS. w'b �,— --3,17 '"ol' kaverton, OR AGO U 4iT I( , GEiL!NC� OI`FIC,E FELiTES 5 W G LU-LtstJl - I3M C EuP I.JALL�, 2x 10 JOIE-I;, -� - - - -- 38 I3M, (ESE HIWP 5EGT&4) — -- GYP bD c ---- - — i FRAMINU V O.c' , + FIXTUIZE-cp DAIRY _BEVF—RAGE '5US►'ENDEP -1r4 ��Q 1 L FROM DB G LES 2*Id FZAMIN& M EZZ. FL_R. STEEL COL, r J STEEL 4L. ANNE REV1510KJ �5IJPPLEMENT � �d (-.O N N EGT ION ';FCTI C>N e EHMANN KLAS b ASSOCIATES MARKETPLACE_ OFFICE MF—zzA II I� ARCHITECTS b PLANNERS, P.C. 1 - 26- 515 _ IV 6775 S. W 111th Avenue • Suite 20 I�4 n ' (! iii Beaverton. OR 97005 A.1•-��u� M-S, caN -- �� '►5iZ" 1r�`� r�171U5 E .�rst't�M . C7z N i) To / = .J'STIF} qF s1c caL.. / I I sim oF. was I 4 g1� • / - 'aar ©N t5 14z-"CaACar-- CL Zx f'1-ANTE 1C ! � �r2013ufkX3«X 1k-I0" — fill - wil �0 PkOFF 0,1N� SJ%. � ��P� (Z)NV- SIDEbt�lL`�t' 4844 �� �°SFRT A. 2 MEZZANINE i�E'V I�IDf`� 6LJPF ..EW-WT 10 FOOD GONJWF,6TION NIEZ�. K16. PL;�N 71 b f. RD MAR K ETrL.AC,E EHMANN - KLAS ASSOCIATES ARCHITECTS I PLANKS, PC. 6775 S. W. i i l Ih Avrt - $uile 20 9awtton. Of 910 I 'a'TU 175 %BMX Near s Naaw►.� X 14�Q i cp c�F' 4L. 1�3►�-�. w/ ,��1 4x& �sr `^'/sir--iF3cx• PC Cc7NNR`CT't�SZ IN O 4� 684A r V OREGON O �0 G<Y 17, % FkT A Pv MEZZANINE REVITN 15UPPLEMEKJlT 1P FOOD MEZZ. FRMS. PL.AK `TlbARd MARKETPLACE 1/&11. C-01 EHMANN - KLAS & ASSOCIATES L35 - 31T I 2P>_ PS ARCHITECTS & PLAM RS, PC. 6115 S. W. 111th Avenue • Suite 10 Boavertoo, OR 91005 Iod ` O �T wt-1 .OF GL, I NQ.�- I fit``' Q► OREGON O G 0� •<Y17, 19 MEZZANINE REV1 IDN SUPPLEMEWT 1g FOOD CC,�f Jkj E1GT IOW MEZZ. FKM6. PLA 71bA.KD i� ARKE-I"f'L.AC,E-. ilb"= I -�aN EHMANN - KLAS & ASSOCIATES -' I T ARCHITECTS & PLANNERS P.C. 6715 S. W. 111►h Averme Sul Burertun, OR 91005 mor ►► ""I AN].GAI PE14M 11 PEP11*111T NO. ME8,703.08 CITYOFT11FARD CITYOFT*AltD DATU 15SUED: 1!26/00 COMMUNITY DEVELOPMENT DEPARTMENT MOON 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Cregon 97223.15031639-4175 PRIM. Pm*r .NO . e70066 ,JOF3 ADURESS : 13500 SW PAC T.71—XI —I•J-6y I't'lx MAP/L01 TI.CAPID MAPKI:.:'Y*r)l ACE L. T : LAND USE: I rEM: NO: NO WOPK CLASS : NL.W 1711.11PISIACL I <10U1< .1 ATP IIAND1.44 <:I,0 USE TYPE: C(:)MME.:'P("*TAL- FLJPNAC,E 1.001<4- 2 ATA HANDLA 10K CON!:;1 TYPL : VN 11 OOP F'UnNACA:: E"VAP. 0.00L.177R OCCUP.GRP. : ap. HEATER a VENT FAN VEN 1* 1. VENT , SYSTEM BL-IR/COMP <3HP HOOD 01-1:11/cOMP 3-:11.51-11P TNf..:I:NVPA*7'(:)R(DOM WELL. UNITS : SIL WCOMP 15-30FIP INCINE.PAl'0111(COM (JI'l.. TYPE GAt.) 131 P/tICIPIP .30 PEPAlP UN1 f'S MAX . INPUT -100000 BILP/COMP 50+1-113 OTHER I" ]:171:: DMP11:457 NO PJ.P:I:N(.v O(ITLEA'S HIGH PRESS'? NO I. L)w PlIE:Ss'? Y1'5 —-—----------- RFEMARKS Sys, mii'ly Annther• pei,triii. wl.'I'l be? II r,eq ' d far• r-efllr-1.9 . m416 . (113703.0-9) MV,?I-.c!LII-,y Devol . (Fciad Conn . > PERMIT' $1.0 . 00 W PI.,AN PE1,11EW 41147 . 5() N FTX 11JAES $140 . 00 E rq,I,A,11-.*: FAX 1117 I'li O•r(fErT DON 0 HEWLEY MEVHANICAL N T R seave I-t a rl Op 9,700!`3 A C T PIE.*GISTPATTON NO 8*:�141.ey TOTAL : 1111191) , 00 O ri J Nil'.) . 2 This permit is issued subject to the regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes.zoning regulations and all other applicable codes and ordinances, and It is hereby CA45 LJNIE agreed that the work will be done in accordance with the plans and MEXA-11ANCA. specifications and In compliance with all applicable codes and 01*HFZI:I* ordinances The issuance of this permit does not waive restrictive VJ NA.L. covenants, Contractor and subcontractors shelf have current city business tax permits. This permit will expire and become null and void if work is not started within 180 days.or If work is suspended or abandoned for it period of 180 days any time after work has commenced It shall be the•esponsibility of the permittee to assure all required inspections are requested and approved. -45- *at.i Permittee Signature Issued By 6*,'.49- .41. 7."5 JA SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE PERM IT CITYOFTIGrARD gym, 1:1*H'I'll'ITT NO. : PLAMO 12 A COMMUNITY DEVELOPMENT DEPARTMENT one" 13125&W.Hall Blvd..P.O.Box 23397,Tigaro,Oregon 97223,(503)6394175 U61EI ISS-11JEM .1 /21 i*44.L M. 144 L JUB ADDRESS : 13500 SW PACIFIC HWY IAX MAP/LOT SUB : LT : I AND USE: 1.13T S'EZE : I TEM: NO: No WOPI< CLASIS : NEW W 0),11'1'.':n CLOSEA, 'I PAP USE TYPE : COMMERCIAL IJAINAL- 8KI---l-OW I-',PVN'1*I:4 'I YPE' LAVORATOPY OCCUP . ('311P . TIM SHOWER GPE:ASE I PAPE, EXI:SHWASI-IF-i-A GAPEIAGE DISPOSAL NO STOPTES, IW16GII-11N[d MACI-11.14" L)Wr-".I..I- .UNI:T S LAUNDRY TRAY 131-1:)G . 131:4ATINI ( DILA 1::*I-.(.)C)R DRAIN SINK SEWER (FT) WATE'P Hl:.:ATEM 51C)PM/PENN (1; r r>o OTHF-P 5 0 E R l::'1XTUnES (j� .l STATF-- TAX 111-1. 1.5 OTHER *P-10 63 C 0 N T MODr--7'PN PI LIMPING R A 1:1a BOX F13307 C C tA.q III 1- 9W.*r)'..*x T 0 PHONE (503) 639-3701. R I)[4.*L.TSTl,4A'TT(')N NO 1,81. '11 V)1 Al., Al 1.0 28 This permit is issued subject to the regulations contained in Title 14 RECEIPT NO . of the TMC. State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby REQUIIIED INSin:cTION(S agreed that the work will be done in accordance with the plans and . I 11`44-:115L AB specifications and in compliance with all applicable codes and POST & BEAM ordinances. The issuance of this permit does not waive restrictive covenants. Contractor and subcontractors shall have current city WAIL 14 1...1:N1 business tax permits This permit will expire and become null and PL-8 . TOPOU-1, ,.,old if work Is not started within 180 days,or If work is suspended or POIN [)PAINS abandn ied for a period of 180 days hisy t m after work has 1:-TNA) commenced I t 911,be he rpponsibility of the permittee to assure ah required In, - ins a r r quested and approved Permittee Signature Issued By ____ __ J (.)I-) TIN11:44-Ul 10N -4 1 75 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE Construction Inspewflon&Relared Teats Carlson Test,,, _;, Inc. �•�_ P.O.Box 23814 4X 8 Grout. Tlgei d.Oregon 97223 REPORT OF TEST SPECIMF'+a Phone(503)6"-3460 Dnte Molded: 1 -22 to 88 Job No. C13-3629 Permit a Client: - Meruury Development. Company Project: _- I igard I-apt. Shopping Center Address: Tigard, Oregon Contractor: k' K IT Construc t.t on Sub Contractor. _ CMG Masonr Concrete Supplier: Wilsonville Cor..retp Truck No.44 Ticket No. JO/0_39 Cast By: M. I aber i Test Time: 3:20 _ Load No. _ 1 -_ Overcast. 50 35 Weather: — Temp. High: Temp. low: --- - Food connection line 1 (A-G) t.op lift.. Location of Pincement: _ --- 1+ -- Cu. Yds. . —Concrete Temp: Strength Requirement: 1000 _ PSI ®-28 _days Slump. I I owab 1 e Cement Type _ " 500 PSI p a--eT Mix No./No. Sacks 1 Sark — Air Content_ _. Max. Aggregate—3/8" Pea Grovel Admix. Amount: _ Brand: Admix. Amount: -. Brand: - Set Test® Register Date Date Unit Total Area Unit Report - No. Days Number Recd Test Wt. - Load _ PSI ^No. - I 1 9026 1-23 1 -29 42,164 16 sq in 2640 34 28 9026 1-23 2 -19 71-,982 16 sq in 450a 40 28 9026 1-23 2 -19 70,560 16 sq in 4410 40 cc: City of Tigard Building Department 'TTTf Cu. --- - -- ---- -- _-- Richard Ihmann K Assoc. - - ___—i°trit. h1qiMil I - t*tr---- - -- -CMG Masonry Masonry �t�ON SOA yO�R'NrOA R&H CONSfRUCT10N CO. 338 NW 5TH • P.O. BOX ;989 TLAND, OREGON 97208 • (503) 228-7177 RECORD OF TELEPRONE CONVERSATION PROJECT^-���l -! - --- — -- --- DATE /—/2-.d'f T x TIME REFERENCE�(1��n/r PART" CALLING ,,� PA^TY CALLED /��'/•> C0. �` - - _ CO. �uo<l ��-- f 00 � M.4Nu�cT h►!-- f Ar_!�Lo�/dl _G� �"�' � v� ,.,v- R o o l/b ti�N �-- - ---- ---— - - ------- --- -- --- -_. ..---- --- LICENSED BONDED INSURED OW.Ww— MT. HOOD ROOFING COMPANY INC. _ - -- -- - — All Opes of Ronfing -- ---- - - _ M7 Free Estimates C1.,1-11 - -- -- - — KEITH ANDERSON,ESTIMATJr• P.O.Box 138 - - - --- - -- -- OFFlCE 889-8388 TFOUTDAIE OR 97050 SIGNED SY_ ow 1W lauror I Construction Inapertlon R Related Teat Carlson Testing, Inc. s P.O.Box 274 CMU Pr ismsTlyerd,Oregon 97223 REPORT OF _ TEST SPECIMENS Phone(503)W4-34110 Do"Molded: __ 1 -13 , 19 88 Job No..CP-3529 Permit # — Client: - Mercury Development Company — Project: Tigard East Shopping Center, - — Address: Tigard, Oregon Contractor: R & H Construction Sub Contractor: _ CMC, Masonry — Concrete Supplier: _Wi lsonvi Ile Concrete Truck No28 Ticket No. JW747 _— C. Stasch Test Time:11 -00 _ Load No. Cast By: - - - 40 30 Overcast Temp. High: _ - Temp. Low: W eother•. - Block walls building 1 ; ine 1 8' to 16' level . _ location of Placement: 4 7 Concrete Tem Cu. Yds. p' — - Strength Requirem'nh -- F_PSI ® 29 days Slump 1 owab ea Cement Type Mix No.INo. Sacks_ Air Content 1 sack Max. Aggregate 3/8' Admix. Amount: — Brand: _ Admix. Amount:- _ Brand: Area Unit Report Set Test® Rel,ister Date Date Unit Total PSI No. No. Das Number Recd Test W!. Load 1 89?0 1-14 1 -20 239,380 119.1 2010 -73 28 8920 1-14 2 -10 272,990 2290 39 28 8920 1-14 2 -10 283,458 2380 1_19� cc: City of Tigard Building Department - Remarks: ------j�-{ L _ --------. . - R i chard Ehmann & Assoc. --- 9e°tt-t arse- --- --- CNK, rr sonry ---— - Carlson Testing, Inc. Construction Inslu+c-tion l'4 Related Tests 2 x 4 Mortar P-O.Box 23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 07223 Phone(503)6U-340o Date Molded: — l -13 , 19 88 Job No. Cf -3529 _Permit N Client: Mercury Development Company Proiect: fi and East Shopping Center Address: _ Tigard. Oregon Contractor: R & H Construct ion Co. _ Sub Contractor. CMG Masonry _ -- Concrete Supplier: Job Mj - Truck No. Ticket No. Cast By: _�� ) Test Time:11:30 —_ load No. Weather: Overcast _...� Temp. High:_ 40 Temp. low: 30 Location of Placement: Block walls building 1 . - ..u. Yds. Concrete Temp: Strength Requirement: 1800 —.�PSI ® 28days Slump ____ _Cement Type Mix Nc./No. Sacks Job Mix Air Content_^ Max. Aggregate Admix. Amount: Brand: Admix. Amount: Brand: Set Test® Register Date Date Unit Total AUnit Report _ No. Days Number RecdArea Test Wt. Load PSI No. I 7 8919 1-14 1 -20 3. i4 — _ 28 8919 1-14 2 -10 13,209 3. 14 4200 36 8919 1-14 2 -10 13,037 3. 14 4150 38 Remorks: cc: City of ligard Building Department ------- Richard Ehmann 8 Assoc. -- ---- Ma FV en 7 1 a E n 9 1 n eer I ng - ave _3T.,eTi- ----- _ `—, - -- - - - ---- CMG Masonry rid. -rPMrrr-. -t-saClz 111mr. 78 shovels w� construction Inspection&Related Tests Carlson ' est%ng, Inc. P.O.Boz 23914 4 x 8 Grout Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)dat-3480 88 Job N:). CP-3529 Permit. N Date Molded: _ 19 Client: __ Mercury Development Company -- - -------- Project: _ Tigard East. Shopoing Center _ — -- Address: ._ Tigard, Oregon - `— Contractor: R & H ConsLi action _ _ Sub Contractor: . CMG Masonry -- ---- Concrete Supplier: _W 111 1 gone i l l a Concrete _ Truck No.28 Ticket No. J06747 C. Stasch Teat Tim, 11 -00 — load No. Cost By: 1 — ---- 4030 Overcast. ` — Temp. High: __ Temp. low: — —— Weather: Block walls building 1 line 1 8' to 16' level . — Location of Placement: - — Cu. Yds. _Concrete Temp: �- 28 da sSlF I�nuabl a _Cement Type Strength Requirement: 2000 ----PSI ®- Yum P 2500 PSI places 3/8" Pea Gravel Mix No./No. Sacks.— 1 sack Air Content —__-__ Max. Aggregate Brand: .._-- Admix. Amount: ___ _ Brand: . Admix. Amount; — —7 Area Unit Report $et Test® Register Date Date Unit Total PSI No. _ No. Days Number Recd_ Test Wt. Load _- 1 _ 7 8918 1-14 1 -20 40,598 l6 sq i 2540 31 28` 8918 1-14 2 -10 52,839 16 sq i _3300 37 —_ 28 8918 --- 1-14 2 -10 53,600 16 sq i 3350 37 CC: City of Tigard Building Departmen'�--------- —A-- -- _._____.�__---------,---- Remarks: Richard Ehmann & Assoc. _ iT_fTrg-FTM'rT ►9- Hrivr•-t'n-5c�rr- CNF-I Masonry :; 0.00 0 0 b\00 HO1 8 JANUARY 88 11,08,20 IOU • 0 0 1. /5� 2. 00 -0.'100 `q ,.2 2 1. !� 3�0 1.Q0' Ir00 4 �0 �l Z�000 I CAIEGORV 1 DESIGN CUs • 1.00000 TAIL • 0.00000 PIN TO 11 IN DEPTHS • 0-1.5000 / SPAN CtlNN. LEVY • 0.0000 SPAN CORR. RIGHT 0.0000 r�'_ r CAU 1'I ON - BEVELED PLATE MAY BE RF.OUIRkD AT RIGHT GEARING, CHECk CHORD SLOPE AND PLATE WIDTH t NOTE - ALL 0.6;5" DIAMETER PINS MUSIDE GRADE 9 NOTE - CHECK BRIDGING AT 3 97.8 9 97.8 I PE • -0.0005 DE • 0.0000 RE • 0.0000 FIRST WEB • 15.9650 TRUS JOIST 2-07-1379 PARALLEL TTPE A TJLX UNIFORM LOAD • 40.00 PSF HILLSBORO PLANT HORIZONTAL SPAN • 26 FT, 7.10 1N. O.C. SPACING = 48.00 IN. ' DEPTH • ZZ-00 DESIGN LOAD •160.00 PLF RECEIVED TOF 10 TOP REARING 8001' tlb 0/0 . IIGARD MRKT - LEASE BLDG CODEt ALLUWABLE LOAD-162.91 PLF • 40.14 PSK GIIILDtNG---OREGON 8114 CHORD SLOPED •0.3200 IN./FT. CONTROL 7 AT PANEL 3 PIM • 101.86 0/0 1 J IJot DEFL. tL • 0.833 • L1 383 LL 0.5ZI REO 6 X Z8 LF/EA • 169 LIN FT CAMBER • L/ 558 • O,b73 INCHES 41,11 Construction,Inc. _ REACTIONS---LEFT -212.9 LB. RIOHI 2128 I.H. MAXIMUM PANEL POINT LOAD • 562.75 LP. AT PIN 10 TOP MEMBER FORCES B -:626 • -4263 • 6244 -1560 + -82.4 . -8266 + -7614 . -6300 • -4341 • -1634 B -2571 -1858 -1348 -909 -Z70 210 809 1348 1858 2571 RAWT Wa Kill)RED 257118bR 1348 909 270 -270 -209 -1748 -1848 -2571 - - • .3160 •.-5444 W 1100 _ 90o4 _ .4426 . _8094 _ 1100 to_5444 •3160 • _ _ - - - - _ - - 2-97-1178 PARALLEL TYPE A TJLX DEPTH - ZZ.00 BEARING CONDITIONS 6" NO-NOTCH CLIP IOP LEFT AT 1 1- 1 6" NO-NOTCH CLIP TOP RI 8HT AT 111- 1 ��.�PR�fr NOIN• TOP CHORD 6 REQUIRED 2X4 TJAA 11 MICRO•L.AM LENGTH • 27 FT. 1.05 IN. cW_ p TJAA I t0 FT. 2.47 1N. MICRO-LAM • 6 FT. 1.96 IN. TJAA H - 10 F1. 2.72 IN. 10,9 is tnP LEFT END 2.75 PIN TO PIN • 26 FT. 7.30 IN. TOP RIGHT END • 3.00 y, moi, t. TO PANT:LS 10 Al 31.9301 OA•wM Z w ROM5 OF BRIDGING AT 3 9L 9NG TO PHO MAIN 51'AN 26 FT. 7.30 IN. / PINS S•0.3T5 L•0.625 Df 1f FATIERN top 3L 5S 3L BTM 3L 4S 3L .f �e t•ire' 0 CA14BEII SETTINGS 0.0294 ��N N.C%. STM PANELS 9 AT 31.9006 BTM LEFT F.ND 9.00 PIN 10 PIN • 23 FT, 11.11 IN. BTM RIGHT END 9.OU CTM CHORD 6 NEOUIRED ZX4 tJA S MICRO-LAM LENGTH • 25 FT. 5.11 :N. TJA L • U FT. 4.96 IN. MICRO-LAM • 14 FT. 1.39 IN. TJA N • b F1. 4.86 IN. I TOP CHORD FT. AND IN. LEFT t0 RIGHT 0 2.75 2 10.68 5 6.61 B 2.54 10 10.47 13 6.40 , 16 2.33 10 10.26 21 6.19 24 2.12 26 10.05 27 1.05 BTM CHORD FT. AND IN. LEFT TO RIGHT 0 9,00 3 4.90 6 0.80 4 8.70 It 4.oO 14 0.50 16 8.40 19 4.30 ZZ 0.21 24 8.11 24 5.11 _ _ - _ - _ - - - - 2-97-1378 PARALLEL TYPE A- TJLX DEPTH 22.00 ROOF TUBE FTD 1.00019• 139' 1.00010• 28' 1.00016• 56' 1.00014• 56' NMQR DIA.-GA. HOLES LE•NOTH TOTAL 1 2 1.00014 5.05 25.98 Z4 2 1.00016 5.05 25.99 24 1 1.00019 5.05 25.98 12 1 I 1.00018 5.03 25.98 12 4- -,_00019- 3.03- 25.99 - _48 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - _ . _ C T 1 T 2 T 3 T 4 T 5 T 6 T t T 8 T 9 TtO Tit 000 001 002 003 004 005 006 007 009 009 010 Oil 012 100 120 125 If5 116 119 119 118 118 128 126 125 105 C P 1 9 2 D 3 B4 B 5 8 6 8 7 B 9 8 9 810 000 001 002 003 004 005 006 001 008 009 010 011 2Un 220 225 225 216 218 219 210 228 226 2Zb 205 r `; Ds' X91I'�IB t; TiJ 0.U0 0. 0 2lUO HO1 8 JANUARY BU 1%.08.32 IRU • U 'Q2`t 'I. S lT �� 0 '�y, �,3reo 0.0000 0.0000 'N ( " *Y=+ 1.'9Q• �u0 k1O# 4SNO 4�00 0 0.000 MATCHING DESIGN (05 + 1.00000 TAN = 0.00000 PIN TO PIN DEPTHS + D- 1.5000 SPAN CORN. LEFT • 0.000O SPAN CONN. RIGHT • 0.0000 / CAUTION - CAMBER SPECIFIED MAY NOT BE PER CRUS JOIST POLICY. CAUTION - BEVELED PLA1E MAY BE NLOUIHEII Al RIGHT PEANING, CHECK CHORD SLOFL AND PLATE WIDTH NOTE - ALL 0.61.9" DIAMETER PINS MUST BE GRADE 8 r NOTE - CHECK BRIDGING AT 3 98.6 8 98.1 BE • -0.0002 DE • 0.0000 RE • 0.0000 FIRST NEB • 15.1526 1 TRUS JOIST 2-87-1378 MATCHING PARALLEL IYPL At TJLX . UNIFORM LOAD • 40.00 PSF HILLSBORO PLANT HORIZONTAL SPAN • 26 FT. 6.3T IN. O.C. SPACING • 48.00 IN. . DEPiH 21.00 DESIGN LOAD •160.00 PLF . TOP TO fOP BEARING ROOF 115 010 . TIGARD MRXT • LEASE BLDGCODE I ALLOWABLE LOAD"163.57 I'LF + 40.89 PSF BUILDING----OREGON BTM CHORD SLUPED -0.3700 IN./FT. CONTROL 6 AT PIN 8 BIM • 102.23 0.'0 DEFL. TL + 0.815 = L/ 3P6 LL • 0.516 -._REO 3 X 28 LF/EA 84 ..IN FT CAMBEII + L/ 559 0.570 INCHES REACTIONS LEFT 2122 LB. RIGHT 2122 I.B. MAXIMUM PANEL POINT LOAD 562.40 Lb. AT PIN 10 TOP MEMBER FORCES B -1447 • -4191 • -6180 . -75261 ♦ -8207 . -9227 f -7bB4 -62%9 • -ni28 • -1619 8 -25715 -1869 -1355 -816 -216 263 802 1341 18'., 2564 2626 181.4 13b5�r 016 2'76 -263 -802 1311 185 256/ PAINT S'E'T END RED • -3084 • -9376 ♦ 1041 . 8043 . 8383 . 8060 7075 r 942. • ,;191 '. -87-1378 MATCHING PARALLEL TYPE Al TJLX- DEPTH 22.00 BEARING CONDITIONS t" NO-NOTCH CLIP TOP LEFT AT t t- I e" NO-NO1CH CLIP TOP NIGHT AT (II ,C�4`V�c1Ntp TOP CHORD 3 REQUIRED 2X4 TJAA S MICRO-LAM LENGTH • 27 FT. 0.24 IN. �`�7 10,975 4 TJAA L 10 FT. 1.6t• IN. MICRO"LAM • 6 FT. 7.06 IN. TJAA H 10 FT. E.72 . IN - TOP LEFT END ...75 PIN TO PIN • 26 FT, 6.49 IN. TDP RIGHT END • 3IN - TOP PANELS i AT 31.1176 9 Al 31.9301 Z • ROW OF BHI)01NG AT '�b 0 BRG SRO MAIN SPAN 26 FT. 6.49 IN. PINS S•0.375 L' PINS DRILL PATTERN TOP 3L 5S 3L 1 SIM 3L 4S 3l �' �•4 t ,0 1 CAMBER SETTINGS 0.0294 RTM PANELS 9 At 31.9006 N QL�� BTM LEFT- END • 9.00 PIN TO PIN • 23 F1'. 11.11 IN. BTM RIGHT END 9.Co BTM CHORD 3 REQUIRED 2X4 1JA B MICRO-LAM LENGTH • 25 FT. 5.11 IN, JA • 14 IOP CHURDFT. AND IN. LETT TO•RIGHT ICHO.OAM 2.754 F2. 97f)?9 IQ • '80 9 1113 R10 9 .66 13 e5.59 I '61.5": IS 9,49 21 5.38 24 1.31 26 9,24 27 0.24 BTM CHORD FT. AND IN. I-F_FT TO RIGHT 0 9.00 3 4.90 6 0.80 9 9.70 11 4.60 14 0.50 16 8.40 19 4.30 22 0.20 24 C.11 25 5.11 t 2-87-1379 MATCHING PARALLEL TYPE AI TJLX DEPTH • 22.00 TUBE FTG 1.00019, 70' 1.00018• 14' 1.00016• 28' 1.00014= 28' ROOF NMSR DIA.-8A. HOLES LENGTH TOTAL. NMBR DTA.-GA. HOLES LENGTH TOTAL 1 1.00014 3.05 25.49 3 8 1.00019 3.03 25.98 24 1 1.00014 5.05 25.98 3 1 1.00010 5.03 25.98 3 1 2 1.00016 5.05 25.98 6 1 1.00019 5.05 25.98 3 1 1.00019 5.05 25.98 3 2 1.00016 5.05 25.98 6 1 1.00018 5.03 25.98 3 2 1.00014 6.05 25.98 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . .. - _ _ _ _ _ _ _ _ _ T I T 2 T 3 T 4 T 5 T 6 T 7 T 8 T 9 TIO Tit - - 000 001 002 003 004 005 006 007 008 009 010 Oil 012 013 100 120 120 105 125 116 118 118 Il8 its 128 126 125 105 8 1 6 2 8 3 0 4 8 5 8 6 P 'I 8 8 8 9 610 nO0 001 002 n03 004 005 nn,, )O7 008 ono 010 011 Inn b :I� :I.'. :1: 219 .Zd n�. HUHILUNIAL SMAN • d0 F1. s.Jf IN. O.L• SI'ALINu 44,"V IN- III N. IIILLSUONO ILAN1 I 3"00 . 0E51GN LOAD •160.00 PLF 1 DEPTH 40,02 PSF TOP 10 TOP BEARING ROOF Iltl Q/0 . BLDG CODE 1 CONIMOLL6 ATAPIN60.OB lop 100.04 0/0 4 TIGARD MRK- - LEASE BTM CHOHII SLOT -0.3200 IN./F1. U.FL. TL • 1.043 • L/ 120 LL = 0.45 BUI L DING----OHLGON . 0.'!20 INCHES - REQ 27 X 38 LF/EA IOZ6 LIN - -.-C- - - • - - - - - - - - - - _ 1 _ _ .. - - - - - - _ - . - - 651.53 49. AT Pin,!7 ��. REA. . . • LEFT 2922 I.B. HIGH] 2922 I.M. MAXIMUM PANEL POINT LOAD-. 6 -8622 -7080 _ MEMBER FORCES -` 414 955 1435 1915 G -2381 • -4938 • -6914 . -8-1447 "96-967_403-486-10577 .'•!0 •_955 _1435 -1915 -3104 -2373 -1928 :686 23'13 1928 111'/ 967 6/10590 - _ - .. - - - - - ♦ 3894 • !095 .� 7883 9226 10123 10571 10580 10140 -9254 7923 6144 -`���rLp PROF( , mENBEH FORCES CONT. L� 10,975 4 a -5101 • -2593 B 2360 3725 PAINT LEFT SND SSD Oi11/0N 1 .3360 -3096 _ _ _ _ _ - - - - - _ - - - - - - - - - - - - - - - - ♦ 3956 • . . . . . 4• 191", O tJW DEPTH 32.00 ' -p7 1376 MATCHING PARALLEL TYPE DT AT I- 6" NO-NGiCH CLIP' tOF RIOIIi Al 114- 1 ��/N N.GL`s'' 1 6" NO-NOICH CLIP I.UX1.15TOP FtJAA LCNGTHI. 3T FT• O.Zq IN, DEARINO CUNCITION5 TOp RIGHT END = 3.00 TOP CHORD 27 REQUIRED PIN TO PIN 3b FT, 1.53 IN. TOP LEFT END • 2.75 BNG 10 PRG MAIN SPAN -'6 FT, 1.93 N. TOP PANEL; 1 AT 43.1871 it At 31.9103 l AT 14.0000 gtM 2L IS 2L 30 ROW1 OF BRIDGING AT 3,_7 11 PIN" S•0.375 L•0.625 DRIeL PATTERN TOP 3L @S 3l. CAMBER SETTINGS 0.0292 Bim NIGHT END • 9.00 AIM PANELS 12. AT 31.9111 PIN TO PIN = 31 FT. 10.93 IN. @TM LEFT END - 9.00 1,5X1,!15 TJA LENGTH 33 FT. 4.93 IN. DIM CHORD 1. ANDREQUIRED 0 2.75 3 9.91 6 5.08 9 :.82 11 9.76 14 5.70 TOP CHORD F1. AND II- LEFT 10 RIGHT 17 1.64 19 9.58 22 5.5'1 26 1.46 27 9.40 30 0.34 33 1.28 36 9.28 37 DIM CHORD F1. AND IN. LEI-1 TO HIGH1 0 9.00 3 4.91 6 0.8Z 8 8.73- I1 4.64 14 0.56 l6 9.17 19 4.38 22 0.29 24. 9.20- 25_ 4.11 30- O.U2- 32-'7.93 33 4'43 R- - - . - - - - - - - TJM DEPTH • 32.00 2-87-137@ MATCHING PARALLEL TYPE B 490' 1.00014• tea' 1.1.913• 357' TUBE FIG 1.00019, 81'1' 1.00018• 327' 1,00016• 54 t ES NMBR D1A.-GA• HOLES LENGTH TOTAL NMB 01.00018 1{31.03 134.43 TOTAL . 1 1.125135 5.05 40.88 27 1 1.00016 3.03 34.13 :7 1 1 1.12513 5.05 34.43 1.00014 5.05 34.43 54 1 1.00016 5.03 34.43 254 2 1* 1 1:000t6 5.03 3.03 31.13 2ooOt6 15.05 34.43 34.43 7 1 1.12513 5.Otl 34.43 27 2 1.00018 3.03 34.43 54 1 1.115135 5.05 41.42 27 - - - - - - - - - - f0 l.0?0 i9 3.03 34.13 270 - _ - - - - - . - - - 714 - T 2 T 3 T 4 T 5 1 6 T T T 8 T 9 t10 711 t12 t13 , 000 020 105 020 124 005 006 008 0088 0099 018 115 1118 12 127 125 14 10 12)016 105 ItT l @ l G 2 B 3 8 1 8 0.5 8 6 9 7 B B B 9 910 811 812 Bf3 1 2000 ooj 002 003 0.4 00 220 222 215 216 205 218 20@ 219 208 218 217 226 225 20l 012 013 2 - - - - - - - - - - - - - - - - - - - CIE 95.2 0/0- - _ TOTAL DIFF.. 130.15 1 CONTROL 6 LOCATION 8 1 1.119 2 1.001 1 RUS JOIST 2-9T-1318 PARALLEL TYPE B1 tJW UNIFORM LUAU • 40.00 PSF IIILLSBORO FLAN1 HORIZONTAL SPAN • 36 FT. 7.19 IN' DESIONPACIN DEPTH • 32.00 LOAD •160.00 PLF C TOP TO TOP BEARING HOOF 115 0/0 TIGARD MRKT - LEASE BLDG CODE 1 ALLOWABLE LOAD-159-55 PLF • 39.89 PSF BUILDING----OREGON STM MORD SLOPED -0.3200 IN./FT. CONTROL 8 AT PANLL 7 TOP + 99.72 0/0 I . DEFT.. TL • 1.051 + L/ 418 LL - 0.657 r REO 10 X 38 LF/EA • 380 LIN F1 CAMBER • L/ 608 • 0.722 INCHES - - 1 - - - REACTIONS LEFT 2928 LO. RIGHT 2928 I.D. MAXIMUM PANEL POINT LOAD • 651.60LB. A1 PIN 1 3 TOP PROF£ MEMBER FORCES B -2152 • -5006 • -7006 -8577 -9102 .-10382 .-10616 0-1040480 '974961 -861441 1922 -3102 -2366 -1922 -1441 -961 -480 • 961 180 0 -480 -461 -1441 -1922 10,575 9 3132 2366 1922 1441 • 3964 • 6160 1942 . 9279 . 10111 10616 106i6 . 10171 . 9- - . 1- - - 6160 � t MEMBER FORCES CONT. 1 To.�4 O • -5118 • -2599 B GL 2366 3132 •2366 -3102 ♦ 3964 ♦ - - - - - - - - - - - - - - - - - - - - - - - 1 2-87-1378 PARALLEL- - - - TYPE BI - - -TJN DEPTH 32.00 DEARING CONDITIONS 6" NO-NOTCH CLIP OP 7TJALENGTH EFT ). 37 FT. I.lONO-NOTCH IN. TOP RIGHT AT 114• 1 1 TOP CHORD l0 REQUIRED TOP RIGHT END • 3.01 TOP LEFT END • 2.75 PIN 10 PIN • 36 F1. 1.34 IN. TOP PANELS I AT 44.0000 It AT 31.0403 1 At 44.0000 DRO 10 ONG MAIN SPAN 36 FT. 7.34 IN. 36 ROW15 OF BRIDGING AT 3.7 11 STM ZL QS ZL PINS S+0.375 L•0.625 DRIIt PATTERN TOP 3L 89 3L CAMBER SETTINGS 0.0292 OTA PANELS 12 AT 31.911! BIM RIGHT END ^ 9-VO BIM LEFT END • 9.00 PIN t. PIN • 31 FL LENGTH - 33 BTM C14ORD IO REQUIRED 1.5X1.15 TJA LENGTH 33 FT. 4.93 IN. top CHORD FT. AND IN. LEI1 TO NIGHT 0 2.15 3 10.75 6 6.69 9 2.63 11 10.57 14 6.51 ti 2.-s5 19 10.39 22 6.33 25 2.27 21 10.21 30 6.15 33 2.09 36 10.09 3T 1.10 DIM CHORD FT. AND i". LEFT TO RIGHT 0 9.00 3 4.91 6 0.82 B 8.13 11 4.64 14 0.56 l6 3.47 19 1.38 22 0.Z9 24 8.20 274.11 30 0.02 32 T.93- 33- 4.93. _ _ _ . - - - - - . - - - - - - - - - - - - _ ROOF 2-87-1375 PARALLEL TYPE Bl TJW DEPTH 32.00 1 TUBE FTO 1.00019• 303' 1.00018• 121' 1.00016• 242' 1.12513• 133' NMOR DIA.-8A. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 I.12513S 5.05 41.42 20 1 1.00016 3.03 34.43 20 1 1.12513 5.05 34.43 20 2 1.00018 3.03 34.43 40 2 1.00016 5.05 34.43 40 5 1.00019 3.03 34.43 100 11.00016 5.03 34.43 20 - - - - - - - - - - - - - - - - - • - - - - - 1 i t T 2 T 3 i 4 T 5 T 6 T 7 t 8 T 9 TIO Tit T12 t13 114 I 000 100 121 0 l052 1203 1254 115 001 008 008 IIB 1180 118l 118 121 0125 105 120 105 1 B 1 B 2 B 3 B 4 8 5 0 6 B 7 6 B 9 010 Bit 812 B13 000 OOl 002 003 004 005 006 007 008 009 010 Oil 012 Ola 014 1 200 220 222 2.15 216 217 218 210 218 218 218 211 226 225 202 - - - _ - _ - _ - - _ _ . CE- 94.9 0/0 TOTAL DIFF.• 54.67 CONTROL 8 LOCATION 1 l 1.174 2 0.980 4 w. ( IIILLSUORO PLANT HORIZONTAL SPAN • 36 FT. 8.37 IN. O.C.�SPACING • 48.00 IN. DEPTH 32.00 DESIGN LUAU •160.00 PLF TOP TO TOP BEARING ROOF 118 0/0 . TIGARD MRKT - LEASE. BLDG CODE 1 ALLOWABLE LOAD-160.60 PLF • 40.15 PSF T IUILDINB----OREGON BTM CHORD SLOPED -0.3200 IN./FT. CONTROL 6 A• PIN 8 TOP • 100.36 0/0 • DEFL. TL • . '13,0 L/ 423 LL + 0.646 ( - - - - - .-REO- I1-X 38-LF/EA • 418 LIN F1-.-CAMBER • L/ 7.716 INCHES - ell _ - REACTIONS • LEFT 2916 LB. RIGHT 2916 LB. MAXIMUM PANEL POINT LOAD • 651.19 Lb. AT PIN 13 TOP ( MEMBER FORCES r B •7.292 0 -4885 0 -6867 . -04t)1 . -9589 .-10282 .-!0528 .-10330 . -9685 . -8595 . -7059 -3107 -2380 -1935 -1455 -974 •494 -14 467 947 1428 1908 ( 3t.29 23801938 1455 974 494 14 -46'7 -947 -1426 -1908 • 3807 • 6015 1511 '41e0 Inot4 IU522 f�10535 . 10102 . _ _ MMBER FORCES CONT. . 1'899 .� ti_'-% ( E • -5093 • -2897 B PAINT LEFT HND RED 2353 3715 12353 -3088 011pOM • 3946 • e e` - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .I- h 1•.19 O 1 2-07-1378 MATCHING PARALLEL TYPE BZ TJN DEPTH 32.00 �/N ry,GL�� BEARING COND.TInNS 6" NO-NOTCH CLIP TOP LEFT AT I I- 1 6" NO-NOTCH CLIP TOP RIGHT AT 114- ) TOP CHORD I IIEOIIIRED I.5X4.T5 TJAA LENGTH • 36 FT. 11.28 IN. T TOP LEFT END • 2.15 PIN TO PIN - 36 FT. 5.83 IN. TOP RIGHT END • 3.00 Tc.- PANELS 1 AT 42.1871 11 AT 31.9403 l AT 44.0000 -60 ROWS OF BRIDGING AT 3 1j11 BRO TO BHG MAIN SPAN 36 F1. 5.83 IN. PINS S•0.375 L•0.625 D41LL PATTERN TOP 31. 98 3L 8114 2L 9S 2L CAMBER SETTINGS 0.0292 DTM PANELS l2 Al 31.9111 I BTM LEFT END • 9.00 PIN TO PIN • 31 F1. 10.93 IN. BTM RIGHT END - 9.00 OTM CHORD 11 REQUIRED 1.5X4.75 TJA LENGTH • 33 FT. 4.93 IN. TOP CHORD FT. AND IN. I.C'FT TO HIGH1 0 2.75 3 8.94 6 4.88 9 V.82 11 8.76 14 4.70 17 0.64 19 8.58 22 4.52 25 0.46 27 9.40 30 4.34 33 0.28 36 8.28 36 11.28 FTM CHORD FT. AND IN. LEFT TO NIGHT 0 9.00 3 4.91 6 0.02 8 8.73 11 4.64 14 0.56 16 8.47 19 4.38 22 0.29 24 8.20 27 4.11 30 0.02 32 7.93 33 4.93 - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ . .. - - - - 2-87-1378 MATCHING PARALLEL TYPE B2 TJN DEPTH 32.00 ROOF L TUBE FTO 1.00019= 333' 1.00018* 133' 1.00016• 200. 1.00014• 67' 1.)2813• 145' NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 1.12513S 5.05 40.22 11 2 1.00018 3.03 34.43 22 1 1.12513 5.05 34.43 11 t 1.00016 3.03 34.43 11 2 1.00014 5.05 34.43 11 1.00016 5.03 34.43 II 1 1.06016 5.03 34.43 11 2 1.00016 6.05 34.43 22 1 1.00016 3.03 34.43 11 t 1.12513 5.05 34.43 11 2 1.00018 3.03 31.43 22 1 1.126133 5.05 41.42 11 10 1.00019 3.03 34.43 110 1 T l T 2 1 3 T 4 T 5 T 6 T 7 T 8 T 9 T10 711 T12 T13 T14 L 000 001 002 003 004 005 006 007 006 009 010 Oil 012 013 014 015 016 017 100 120 105 120 124 115 117 118 118 IIB 110 118 IIB 127 125 105 120 105 E 8 1 8 2 9 3 B 4 B 5 B 6 B 7 B 8 B 9 010 911 BIZ 813 000 001 002 003 004 005 006 007 008 009 010 011 012 013 014 l 200 22n 222 215 216 217 218 218 219 218 210 217 226 225 202 - - - - - - - - - - - - - - - - - - - - ' _ - _ - - - - - - - - - - - - - - - - - - - - - - - - • - CE- 95.2 0/0 TOTAL DIFF.• 52.18 1 CONTROL 6 LOCA•10N B 1 1.125 2 1.012 r HILLSUURO PLANT HOHIZUNTAL SPAN • 36 F1. 5.00 IN. O.C. SPACING • 48.VV IN. . DEPTH 32.00 DESIGN LOAD •160.00 PLF . TOP TO TOP BEARING HOOF Itb 0/0 . r TIGARD MRKT - LEASE St.DO CODE I ALLOWABLE LOAD•160.87 PLF • 40.22 PSF i BUILDING----OREGON DIM CHORD SLOT+ED .0.3200 IN. CONTROL 6 AT PIN 8 701+ 100.55 0/0 . DEFL. TL 1.030 • L/ 4N LL * 0.644 - - - .-REO- 4-X- 37-LF/EA •- - 148 LIN FT-.-CAMBER • L/- 611 • 0.715 INCHES I REACTIONS LEFT 2913 LB. RIGHT2913 L8. MAXIMUM PANEL POINT LOAD , 649.b4 LB. AT P1N, 13 TOP 1 MENDER FORCES / 8 -2290 • -4850 -6860 . -8441 . -9517 .-10266 .-ICbtl .-10309 . -9662 . -8b69 . -7031 -3104 -2317 -1937. -1452 -972 -491 -11 470 950 1430 1911 3626 2317 1932 14b2 972 491 11 -470 -9b0 -1430 -1911 F 4 380.. • 6009 7801 . 9149 . 10050 . 10506 /105I6 . 10080 . 9199 . /872 ./ 6009 . - - MEMBER FORCES CONT -5062 4 -2554 8 2356 3694 I .;.356 -3089 PAINT LUT FNID KED ♦10.915 4 3914 4f ,1 y� 2-87-1378 MATCHING PARALLEL TYPE B3 . TJW DEPTH 32.00 OA4w/e j n BEARING CONDITIONS 6" NO-NOTCH CLIP TOP LEFT AT t 1- 1 6" NU-NOICH CLIP TOP HIGHI Al (14- 1 4 '6 14 wi p TOP CHORD 4 REQUIRED 1.5X4.75 TJAA LENGTH • 36 FT. 10.91 1N. P�,N N G�Qit' 1 TOP LEFT END • 2.75 PIN TO FIN . 36 FT. 5.16 IN. TOP RIGHT END • 3.00 TOP PANELS 1 AT 42.1871 11 AT 31.9403 1 At 43.6246 34 ROWS OF BRIDGING Al 3,1,11 PRO TO BRG MAIN SPAN 36 FT. 5.16 IN. PINS S•0.375 L•0.625 DRILL PATTERN TOP 3L SS 31. ETM 2L 9S 2L CAMBER SETTINGS 0.0202 TTM PANELS 12 Al 31.9111 ETM LEFT END = 9.00 PIN TO PIN • 31 F1. 10.93 IN. BTM NIGHT END • 9.00 BTM CHORD 4 REQUIRED 1.5X4.F5 TJA LENGTH • 33 FT. 4.93 IN. TOP CHORD F1. AND IN. LEF1' 10 RIGHT 0 2.15 3 8.94 6 4.88 9 0.82 11 B.'/6 14 4.70 17 0.64 19 8.58 22 4.52 25 0.46 27 8.40 30 4.34 33 0.28 36 F.91 36 10.91 BTM CHORD FT. AND IN. LEFT TO R17HT V 9.00 3 4.91 6 0.82 8 803 I1 4.64 14 0.56 16 8.4i 19 4.38 22 0.29 24 8.20 Z7 4.11 30 0.02 32 7.93 33 4.93 .. . . . . . . . . . . . . . . . . . . . . . . . . .. - - 7 . . . . . . . . .. - - - . - - - - - - . Z-8 71378 MATCHING PARALLEL TYPE 63 TJW DEPTH • 32.00 ROOF TUBE PTO 1.00019: IZI' 1.00018= 40' 1.00016• 73' 1.00014• 24' I.IZb13• 53' NMSR DIA.-GA. HOLES LENGTH TOTAL t+MBR DIA.-GA. HOLES LENGTH TOTAL 1 1.125136 5.05 40.22 • 2 1.00018 3.03 34.43 8 t t 1.125:3 5.05 24.43 ! l (.00016 3.03 34.43 4 1. 1.00014 5.05 34.43 8 1 1.00016 5.03 34.43 4 1 1.00016 5.03 34.43 4 2 1.00016 5.05 34.43 8 t 1 1.00016 3.03 34.43 4 1 1.12513 5.05 34.43 4 2 1.00018 3.03 34.43 8 1 1.125135 5.05 41.17 4 10 1.00019 3.03 34.43 40 . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t T I T 2 T 3 T 4 1 5 T 6 1 7 T .1 T 9 TIO Ttl Tf2 T13 714 000 001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 100 120 105 120 124 115 117 118 118 118 118 118 118 127 125 105 120 105 9 1 8 2 8 3 1 4 B 5 0 6 8 7 8 8 B 9 9-0 811 BIZ B13 1 000 001 002 003 004 005 006 007 008 009 010 111 012 013 014 200 220 222 215 216 217 218 218 218 218 218 217 226 225 202 - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Cl- 94.3 0/0 TOTAL DIFF.- 22.37 CONTROL 6 LOCATION 8 1 1.128 2 1.018 HILLSUUhu PLANT NUNILUNIAL SPAN • 3a hl. O.Y4 IN. U.L. SPACING • 48.00 IN. 1 DEPTH • 34.00 DESIGN LOAD •160.00 PLF T'L. . TOP TO TOP BEARING HOOP Ifb 0/0 . I TIGARD MRKT - LEASE BLDG CUUE I. ALLOW•1 L AD•160.02 PLF • 40.00 PSP f BUILDING----OREGON BTM CHORD SLOPED -0.2600 IN./F1. CONTNOL 6 Al PIN 7 TOP • 100.01 0/0 . DEFL. TL • 0.891 ^ L/ 486 CLL , 0.566 f RED 30 K 37 LF/EA • 1110 LIN 11 CAMBER • L/ 725 0.598 INCHES . . - - - ` ` - - - - - - - - - - - . ' - - - - . - - - ` - - - _ - ` - - - - - - - - - - - - - - - REACTIONS • LEFT 3250 I.B. NIGHT 2922 LB. MAXIMUM PANLL POINT LOAD • 83b.44 LB. AT PIN, 2 TOP DISTRIBUTED LIVE LOAD top • LEFT 20.00 PSP AT 0.00 FT. RIGHT 0.00 PSf AT 10.00 FT. MEMBER FORCES B -1631 4 -4577 4 -6749 . -8334 . -9369 . -9868 . -9831 . -92b8 . -8149 4 -6504 0 -4338 -3490 -2535 -1909 -1330 -770 -227 37.4 B76 1427 1979 2490 3490 2535 1909 1330 178 227 -324 -876 -1427 -1978/ -2498 • 3393 • 5857 / 1113 . 9006 . 916Z / 9983 . ?667 . 8816 . 1429 • 8505 • 3076 �1E4�p FOROF[;••pp1JJ,,jj, _ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ MEMBER FORCES CONT. • -1564 0 4 y10,915 I 3204 3237 PAINTY I.ETtf 8NU RCD olnsoM �� _ _ _ _ _ _ _ _ _ _ 1 �e 1L_a"�o T 2-97-1310 MATCHING PARALLEL TYPE C tJW DEPTH 34.00 - F�/N N.Gl-� BEARING CONUIIIONS 6" NO-NOTCH CLIP TOP LEFT AT 1 1- ) 6,, NO-NOTCH CLIP TOP NIGHT AT 113- > 1 TOP CHORD 30 REQUIRED 1.5K4.75 TJAA LENGTH 36 FT. 6.79 IN. TOP LEFT END • 3.00 PIN TO PIN • 36 it. 1.04 IN. TOP NIGH1 END • C.75 TOP PANELS 11 AT 36.1543 1 AT 35.3419 31 ROWS OF BRIDGING AT 7,6,140 ONG TO BRO MAIN SPAN 36 F1. 1.04 IN. PINS 5.0.315 L•0.625 DRILL PATTERN TOP 3L E•S 4L PT14 ZL 7S 3L CAMBER SETTINGS 0.0300 1 BTM PANELS I1 AT 36.1243 BTM LEFT END • 9.00 PIN TO PIN • 33 1'1. 1.37 IN. 01'M RIGHT END = 9.00 DTM CHORD 30 REQUIRED 1.5::4.15 tJA LENGTH • 34 FT. 7.37 IN. TOP CHORD FT. AND IN. LEFT TO RIGHT 0 3.00 3 3.16 6 3.31 9 3.46 12 3.62 15 3.77 18 3.93 21 4.08 24 4.23 27 4.39 30 4.54 3? 4.70 36 4.04 36 6.79 BTM CHORD FT. AND IN. LEFT TO RIGHT 0 9.00 3 9.12 6 1.Z5 9 9,57 12 9.50 15 9.62 18 9.75 21 9.87 24 9.99 27 10.12 30 10.24 33 10.37 34 7.37 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - - - - 2-87-1318 MATCHING PARALLEL TYPE L TJM DEPTH 34.00 ROOF 1 TUBE FTG 1.00019- 781' 1.00018• 391' 1.00016• 3911 1.00014• 391' 1.12513• 390' NMDR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 1.125135 5.05 37.19 30 1 1.00019 3.03 37.19 30 I t 1.12513 5.05 31.19 30 1 1.00018 5.03 37.19 30 2 1.00014 5.05 37.19 60 2 1.00016 5.05 37.19 60 l 1.00016 5.03 37.19 30 2 1.00014 5.05 37.19 60 1 1.00016 3.03 37.19 30 1 1.12513 5.05 37.19 30 2 1.00018 3.03 31.19 60 I 1.125135 5.05 36.80 30 9 :.00019 3.03 37.19 240 T 1 T 2 T 3 T 4 1 5 T 6 T 7 T 8 T 9 RO tit t12 T13 - - - - - - - - - - - - - - - 000 001 002 003 ,104 005 006 001 008 009 010 011 012 013 014 015 100 120 125 t24 115 117 119 118 118 i18 128 126 125 120 104 105 B t 0 2 B 3 8 4 B b B 6 B 7 8 8 9 9 810 Off B12 000 001 002 003 004 005 006 007 008 009 010 011 012 013 200 220 Z22 215 216 217 218 Z18 218 118 22'/ 275 ZZ5 202 ` - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ . _ _ - - - - ` - ` - - 1 CE- 96.1 0/0 TOTAL DIFF,• 116.19 1 CONTROL 6 LOCATION 7 1 I.13G6 2 1.000 J p H1LLSBUND PLANI HUNIZON1AL SPAN • 36 Fl. I./b IN. U.C. SPACING • 48.00 IN. • DEPTH 34.00 DESIGN LOAD +160.00 PLF 111 fL. TOP TO TOP BEARING ROOF 115 0/0 . TIGARD MRXT - LEASE BLDG CODE I ALLOWABLE IOAD•159.51 PLF • 39.88 PSF T BUILDING----URESON BTM CHORD SLOPED -0.2600 IN./FT. CONTROL 6 Al PIN 1 TOP • 99.69 0/0 • DEFT . tl • 0.898 L/ 483 LL 0,571 �. RCO In X 37 LF/EA 592 LIN F1 CAMBER • Li 723 • 0.600 INCHES REACTIONS LEF1 3256 LB. RIGHT 2928 LB. MAXIMUM PANEL POINT LOAD 839.76 LB. Al PIN. 2 TOP DISTRIBUTED LIVE LOAD TOP • LEFT 20.0: PSF AT 0.^0 FT. RIGHT 0.00 PSF AT 10.00 FT. MEMBER FORCES B -1634 0 -4887 0 -6164 . -9356 . -93'/1 . -9902 . -9871 . -9304 . -8201 . -6562 4 -4402 ` -3491 -2541 -1015 -1336 -785 -233 318 870 1421 1972 2492 "491 2541 1915 85 1336 7233 -318 -870 -1421 -1972 -2492 4 3400 4 5870 t/ 71'2 . 9030 . 9193 10020 . 9710 . 8865 . 7484 ;/ 5566 • 3144 pp�� • _ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - MEMBER FORCES CONT. • -1633 B 3,?4 T 2'34 PAINT LEFT END RED �I o 10,975 I r - _ _ _ OXtL, 2-87-1378 PARALLELI TYRE fl TJN DEPTH � 34.00 BEARING CONDITIONS 6" NO-NOTCH CLIP TOP LEFT AT 1 1- 1 6" NO-NO1CH CLIP 1011 RIGHT AT 113- +�•A tt'�u�4r0 TOC CHORD 16 REQUIRED 1.5X4.15 TJAA IENGTH • 36 Ft. 7.60 IN. /h N. TOP LEFT END • 3.00 PIN TO PIN • 36 F1. 1.85 IN. TOP R16HI END • :.75 TOP PANELS 1: AT 36.1543 ' i S E ROW$OF ONIDOING At y GJ►y BHG TO ORB MAIN SPAN 36 FT, 1.85 IN. PINS S•0.375 L•0.625 OWILL PATTERN TOP 3L 73 3L BTM 2L 8S ZL CAMBER SETTINGS 0.0300 BTM PANELS I1 AT 36.1243 BTM LEFT END • 9.00 PIN TO PIN • 33 1:1. 1.37 IN. BIM RIGHT END " 9.00 RTM CHORD 16 REQUIRED 1.5X4.1'5 TJA LENGTH • 34 FT. 7.37 IN. 1 TOP CHORD F1. AND IN. LEFT tU NIGHI 0 3.00 3 3.16 6 3.31 9 3.46 12 3.62 15 3.77 t8 3.93 2l 4.08 24 4.23 27 4.39 30 4.54 33 4.TO 36 4.85 36 1.60 BTM CHORD FT. AND IN. LEF1 TU RIO HI 0 9.00 3 9,12 6 9.25 9 9.31 12 9.90 15 9.62 1 l8 9.15 .l 9.87 24 9.99 21 10.12 30 10.24 33 10.37 34 7.37 - - _ . - - - - _ - - • • - - - - - • - • - - - - - - - - - - - - - - - - - - - - - • - - - _ - - - 2-87-1378 PARALLEL TYPE CI TJW DEPTH - 34.00 ROOF TUBE FtG 1.00019= 411' 1.00118• 208' 1.00016• 208' 1.00014• 208' 1.12513= 208' NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 1.125135 5.05 37.19 32 1 1.00016 3.03 37.19 32 l 1.12513 5.05 37.19 32 2 1.00019 3.03 31.19 64 , 2 1.00014 5.05 17.19 64 4 1.00019 3.03 37.19 128 1 1.00016 5.03 31.19 32 1 - - - - - - - - - - - - - - - • - _ - _ _ _ - - - - _ - - - - - - - - - - - - - - - - - - _ - - - I 1 T 2 T 3 T 4 t 5 T 6 1 1 T 8 T 9 T10 III tl2 T13 000 001 002 003 004 005 006 OC7 009 009 010 oil 012 013 014 L t00 120 125 124 115 117 118 Ito 118 118 118 t27 125 124 105 1 B 1 8 2 8 3 0 4 B 5 B 6 B 7 B 8 9 9 BIG 811 B12 000 001 002 003 004 105 006 001 008 009 01n 011 012 013 ` 200 220 222 215 716 211 218 219 218 218 211 226 225 202 - - - - - - - • - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CE- 96.4 0/0 TOTAL DIFF.- 56.87 1 CONTROL 6 LOCATION 1 1.051 2 0.992 HILLSBONO 0N PLANT NOHI21AL SPAN + 35�1T, 11.94 IN. O.C. SPACING 48.00 IN. DEPTH 34.00 DESIGN LOAD •160.00 PLF Ill PL. . TOP TO TOP BEARING ROOF I"' 0/0 . TIGARD MRKT - LEASE BLDG C13E 1 ALLOWABLE LOAD-160.65 PLF • 40.16 PSF BUILDING----OREGON BIM CHORD SLOPED -0.2600 IN./FT. CONTROL 6 AT PIN 7 TOP • 100.41 0/0 f DEFL. fL 0.684 • L/ 409 LL • 0.563 REO I5 K 31 LF/EA 555 LIN FT CAMDEft • 726 • 0.595 INCHES T REACTIONS • LEFT 3243 LB. RIGHT 2916 I.S. MAXIMUM PANEL POINT LOAD • 635.06 LB. AT PIN' 2 TOP l DISTRIBUTED LIVE LOAD TOP • LEFT 20.00 PSF AT 0.00 FT. RIGHT 0.00 PSF AT 10.00 FT. MEMBER FORCES B -!627 a -4566 4 -6730 . -8308 . -9335 . -9817 . -9782 . -9202 . -8085 a -6433 4 -4259 / -3482 -2527 -1901 -1322 -771 -219 332 884 1435 1986 2506 3482 2527 19011322 771 219 -33Z -884 -143B -1986/ -2506 a 3385 a 5b42 ./ 7690 . 8975 . 9124 .1 9938 . 9615 . 8156 . 1361 4 5430 • 2993 - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEMBER FORCES CONT, -1479 B q 10,7, _ 3168 PAINT LEFT END RED -3242 011t40M / / a 2-87-1378 MATCHING PARALLEL TYPE-C2 - - -TJW DEPTH • 34.00 - - - - - - - - - - - - - - - - - 'f"Fhb to.GL BEARING CUNDITIONS 6" NO-NOTCH CLIP TOP LEFT AT 1 I- 1 6" NO--N01CH CLIP TOP RIGHT AT 113- 1 N N.GL TOP C14URD 15 REQUIRED 1.5X4.75 TJAA LENGTH • 36 FT. 5.79 IN. 70P LEFT END • 3.00 PIN TO PIN • 36 FT. 0.04 IN. TOP RIGHT END • 2.75 TOP PANELS 11 AT 36.1543 1 AT 34.3416 36 ROWS OF BRIDGING AT 3e,�10 BRO TO 1380 MAIN SPAN 36 F1. 0.04 IN. PINS S=0.375 L•O.6Z5 OR PATTERN TOP ;•L 6S 4L BTM ZL 7S 3L I CAMBER SETTINGS 0.0300 bTM PANELS It AT 36.12.43 BTM LEFT END • 9.00 PIN TO PIN • 33 FT. 1.37 IN. BTM RIGHT END - 9.00 DTM CHORD 15 REQUIRED 1.5X4.15 TJA LENGTH • 34 FT. 7.37 IN. TOP CHORD FT. AND IN. LEFT 70 NIGHT 0 3.00 3 3.16 6 3.31 9 3.46 12 3.62 15 3.17 IS 3.93 21 4.08 24 4.23 27 4.39 30 4.54 33 4.70 36 3.04 36 5.79 1 PIM CHORD FT. AND IN. LEFT TO RIGHT 0 9.00 3 9,12 �. 9.25 9 9.37 12 9.50 15 9.62 18 9.75 21 9.87 24 9.99 21 10.1? 30 10.24 33 10.37 34 7.37 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2_-87-1378 MATCHING PARALLEL TYPE C2 TJW DEPTH • 34.00 ROOF TUPE FTG 1.00019• 391' 1.00018• 195' 1.00016• 195. 1.00014• 195' 1.12513• 194' NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 1.125135 5.05 37.19 15 1 1.00018 3.03 31.19 15 1 1.12513 5.05 37.19 15 1 1.00018 5.03 31.19 15 2 1.00014 5.05 37.19 30 2 1.00016 5.05 37.19 30 l f 1.00016 5.03 37.19 15 2 1.00014 5.05 3/.l9 30 1 1.00016 3.03 37.19 15 I 1.12513 5.05 37.19 15 2 1.000t8 3.03 37.19 30 1 1.125139 5.05 36.34 15 B_ .1-000!9 3.03_ 37_!9 _ 120 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T 1 T 2 T 3 T 4 1 5 T 6 T 7 T 8 T V TIO T I I T12 T13 000 001 00: 003 004 005 006 007 009 009 010 Oil Ott 013 014 015 100 120 125 124 115 117 118 110 118 till 128 126 t25 IZO 104 105 B 1B 2 B 3 B 4 3 5 B 6 B 7 B 8 8 9 B10 811 012 000 001 002 003 004 005 006 007 008 009 Ol0 011 012 013 200 220 Z22 215 216 217 218 216 218 218 221 225 225 202 CE.- 96'.1-0/0- - - TOTAL DIFF.,- - 137.97 - - - - - - - - - - - - - - - - - - - - - - - - - - CONTROL 6 LOCATION 7 1 1.062 2 1.010 Ni I og.; • H• V.vv V V 4, m HUI 11 JANUARY 8tl 16.4r.lc IOU • 0 21 115 Q .2 L 1 1. 1 0 '34 9.31.90 34.0000 0`. '86 .� / 2Z 3.D0 I.,t0• t1�0 fi.00• 49x00 40 3 '� Za.000 26 L 12.00 0.00 W 0.00 6.00 0.00 0.00 0.00 0.00 CATEGORY 1 DESIGN COS • 1.00000 TAN • 0.00000 PIN TO FIN DEPTHS • 0-1.9001, T SPAN CORR. LEFT • 0.081. SPAN CORR. RIJHI • -0.0872 CAUTION - BEVELED PLATE REQUIRED Al BCIN BLAHINGS. CONTROL 4 AT WEB 23 100.35 010 L BE • -0.0007 UE • 0.0000 RE • 0.0000 FIRST WEB • 16.6311 1A TAUS JOIST 2.87-1378 PARALLEL TYPE H TJ/50 UNIFORM LOAD • 40.63 PSF 1 HILLSBORO PLANT HORIZONTAL SPAN • 38 FT. 9.37 IN. O.C. SPACING • 48.00 IN. I . DEPTH 34.00 DESIGN LOAD •162.52 PLP TOP TO TOP BEARING ROOF Itb 010 . TIGARD MAX! - FOOD BLDG CODE. 1 ALLOWABLE LOAD•161.1`9 PLP • 40.45 PSF C1rNN.----ORERON DIM CHORD SLOPED 0.4286 IN./FT. CONTROL 6 AT PIN 8 TOP • 99.bb 0/0 . DEFT.. IL 1.548 L/ LL • 0.958 . REO 36 X 40 LF/FA • 1440 LIN FT CAMBEH • L/ •39 1.06310:N CHES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REACTIONS • LEFT 3331 LC. RIGHT 3164 LB. MAXIMUM PANEL POINT LOAD • 706.19 LB. AT PIN 2 TOP DISTRIBUTED LIVE LOAD TOP = LEFT 12.00 PSF AT 0.00 FT. RIGHT 0,00 PSF At 9.00 FT. MEMBER FORCES E -1764 0 -4613 4 -6984 • -8821 .-10190 .-11092 .-11b29 •-11199 .-11003 .-10041 . -8612 ��q Pr70ff'Qp -3588 -2191 -2269 -1159 -1252 -F45 -238 268 T75 1282 1788 ��CC��� 3598 2791 2269 17b9 1252 ''/46 238 -269 -775 -1282 -1198 `�7 10,975 -3307 4 -5868 0 7956 _ -9514 . 10126 11412 . 11631 . 11384 . 10671 _ 0492 _ 7846 MEMBER FORCES CONT. ansotoM / • -6718 • -4372 • -1482 BZ 1 2295 21`12 3461 PAINT RIGHT END RED $YS��M "" to,lsa 0 -2295 -2772 -3461 EXPOSED f�/�'N,CL�� • 5735 • 3194 2-87-1378 PARALLEL TYPE H TJ/50 DEPTH = 34.00 BEARING CONDITIONS S•CLIP TOP LEFT AT 1 1- I S-CLIP TOP MIGHT AT Ilb- I TOP CHORD 36 REQUIRED 2-1.5X1.9 MICRO-LAM LENGTH • 39 FT. 3.68 IN. TOP LEFT END • 2.91 PIN TO PIN • 38 FT. 9.67 IN. TOP RIGHT END • 3.09 TOP PANELS 14 AT 33.2622 0 ROW OF BRIDGING AT ONG TO BRG MAIN SPAN 38 FT. 9.67 IN. PINS 5.0.315 L•0.625 DRILL PATTERN IOP 4L. 7S 4L 8TM 3L 9S 3L CAMBER SETTINGS 0.04t8 I BTM PANELS 13 AT 33.2205 BTM LEFT END • 7.50 PIN TO FIN • 35 FT. 11.87 IN. BTM RIGHT END • 7.50 BTM CHORD 36 REQUIRED 2-1.5X1.9 MICRO-LAM LENGTH • 37 FT. 2.81 IN. TOP CHORD FT. AND IN. LEFT TO NIGHT 0 2.91 3 0.118 5 9.44 9 6.70 It 3.96 14 1.23 16 10.49 19 F.15 22 5.01 25 2.21 27 11.54 30 8.90 33 6.06 36 3.32 39 0.59 19 3.68 8TM CHORD F1. AND IN. LEFT TO RIGHT 0 7.50 3 4.72 6 1.94 8 11.16 11 8.38 14 5.60 11 2.82 20 0.04 22 9.26 25 6.48 28 3.F0 31 0.93 33 10.15 36 F.31 37 2.81 2- - - 97-1318 PARALLEL TYPEH TJ/50 DEPTH 34.00 - ROOF TUBE PTO 1.00019. 1389' 1.25019• 231' 1.25018• 694 1.25016• 463. 1.25014 463' l NMI" DIA.-BA. HOLES LENGTH TOTAL NMBR DIA.-BA. HOLES LENGTH TOTAL 1 51.25014 5.05 36.15 72 t 1.25019 5.Ob 36.15 72 1 1.25014 5.05 36.15 72 t 1.25018 5.03 36.15 72 2 1.2b016 5.015 36.113 144 1 1.15018 3.03 36.15 T2 L 1 1.25018 5.05 36.15 12 6 1.00019 3.03 36.15 432 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CE- 92.3 0/0 TOTAL DIFF.• 297.87 L L CONTROL 6 LO!AIION 8 1 1.289 2 0.983 t r at��Ye- ' J �u,l hU I it J ANUnHv 68 16.46.01 1uu • 0 b� 1l�,� A 141 V.•)V u u \~34.QQOO 0.27+79 ill -1 I1 0 lU•9.60j0,00 400 0 0.000 6:?000 3-60 7.00• 3�0 2. 0.00 N t 6.*G- 0.00 44 0.00 8rQ,0 L Q 26 L 1,00000 TAN • 0.00000 PiN TO IN UE P1H5 • D- 1.9000 MATCHING DESIGN COS ' SPAN CORR. RIGHT • -0.0565 SPAN CORP. LEFT • 0.0365 r CAUTION - CAMBLH SPECIFIES MAY NOT BE PER THUS JOIST POLICY• CAUTION - BEVELED PLATE HEOUI;UU.OB p�pH BEARINGS. CONTROL 4 Al WEU 0/0000 . 100.00 0.0000 FIRST NEB ^ 16.6311 BE • -0.,012 DE 40.00 PSf TJ/h0 UNIFORM LOAD • 48.00 IN. 7-1318 MATCHING PARALLEL. TYPE HI 8.50 IN. O•C. SPACING •140.00 PLF TRUE JOIST 2.8 HORIIUNTAL SPAN DESIGN LOAD HILLSBORO PLANT ' 34.00 • DEPTH cARINp H�70F 115 11/0 39.45 PSF TOP TO TOP B_ BLt0 COt1L t ALLOWAULE LOAU•159.91 FLF ' 99.88 0/0 CONTROL 6 AT PIN B TOP TIGAHU MRKi - FOO, ,LFL• T; 1.538 L/ 302 LL • U 475 CONN..---OREGON BTM CHORD SLOPED 0.2779 N./Fl. REO 31 % AO LF/EA • 1240 LIN rT-. CAMBER - - - - - • 1.056 INCHES - - - - LEFT 3260 LB. RIGHT 3134 CO. AXIMUM PANEL POINT LOAD 658.51 AT At 0 F 2 TOP _ 0,00 SF Al 8.00 FT. RCACTIONS . L 6.n Cr I-SF AT 0.00 FT. RIGHT 0.00 PSr AT 24.00 FT. DISiRTBUiE.0 LIVE LOAD TOP LETT 2 70 P5P At 6.00 FT. RIGHT DISTRIBUTED LiVE LOAD TOP:-6794 ._10168 .•11466 .•11439 •-10926 • -9951 • -8517 MEMBER FORCES ,-11064 ;98 1296 ►797 P .1702 • -4603 • -6936 .727 -214 295-198 -1290 -1797 -3541 -2199 -2295 -1166 -Ir".44 214 _Z9y - _ - IZ44 72'7 . ln577 - 4390 . 7727 3541 2799 2295 1166 0714 11384 . 11580 11309 - - _ _ _ - - • 3259 • 5833 • 1944 . 9570 _ �. - - - - - _ _ - o PPp,�f - - - - - - - - MEMBER rORCES CONT- EXPOSEp SYSTEM 10,975 4 • •6623 • -4284 • -1413 B PANT RIGHT END RED 2297 ZT6634N3399 _ - - - - _ - - X297 -2'166 _ - / 5614 • 3066 • - - - - - - - - - - - - - - - - - •i- �'4 14.is"� O - - - - - TJ/50 DEPTH • 34.00 S-CLIP TOP RIGHT AT 415- I �1 N GLL� 2-17-1378 MATCHING PARALLEL TYPETOPTOP LEFT AT 1 I- I o FT. 2.63 TN- 3,16 FEARING CONDITIONS 2-1.7%1.9 MICRO•LAM IENGS. 3. rt;• RIGHT END ' TOP TOP CHORDEND3• R?O44RFD PIN TO PiN • 36 F1. 8.62 IN. LEFT 151 TOP PANELS 13 AT 33.2622 t AT 32.2 NRO TOB914 AIN8S''A3L38 FT. 8.62 IN. 0 ROW OF BRIDGING ATL PATTERN TOP 4L IS 4L FINS S•0.3T7 L•0.627 GRIL 1 CAMBER SETTINGS 0.0418 BTM H1QH7 END 1.5� Sill PANELS 13 At 33.2204 PIN 1D pill • 35 tl. 11.8'1 iN. Dill LEFT END • 7.50 0,21 b 9.47 8 6.13 I1 3.49 14 1.26 Dill CHORD 31 REQUIRED 2-1.`%l.4 MICRO•LAM LENGTH • 37 FT. 2.87 I ' TOP CHORD FT. AND IN. LEFT TO RIGHT U 2.91 7 to 10.42 19 7.78 22 5.04 25 2.30 2t 11.51 30 8.83 33 6.09 36 3.34 38 tl.- t 1 39 2.63 7,y0 3 4.72 6 1.94 B 11.16 It 8.38 14 4.60 9.26 25 6.48 28 3.70 31 0.92 33 10.14 36 7.36 3T 2.86- BTM CHORD ��' 2N82iN20 L0.04TO22IB9- 0 _ _ - - - - - - - - - - - - 1, L - - - - - - - - - - - - - - - - - - - - _ _ ROOF 2-87-1370 MATCHING PARALLEL TYPE H1 TJ/50 DEPTH 34.00 i0.+ 09' 1.20018= 598' i.Zb016• 498' 1.25014• 298' L L TUBE FTQ 1.00019. 1196' 1.290. I 1.25019 5.05 36•Ib 3l ENGTH 31 11,25018 5.03 36.15 3I 1 HMBR DIA.-BA. RULES LENGTH TOTAL NMBR DIA•-GA• HOLES LENGTH 70131 NM1 D1:ZSOIB HOLES. ,.36.15 TO 93 I S1.24014 5.05 36.15 3I 1 1.25018 3.03 36.14 3 1.ZbOI6 5.05 36.15 r L 1 1.24011 4.05 36.15 1,010.9 3.03 36.15 371 1.23016 5.07 36.14 9f 11 1.29018 3.03 36.15 31 1 51.25014 S.OS 35.68 31 I 1-24010 7.05 36.15 1,17018 5.03 36.15 31 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 1.25014 7.05 36.17 31 I - - - - - - - - - - - - - - IOTAL ,IFF,• 29,.93 C. 91.2 0/0 Cr)N'-RnL 6 LOCATION 8 11.28 yY 1 ,Y 4. �i !� t. T 0U.u3 U V 3M40000 U:Qa16 P'4 7 000 ` `OO HU Il JA 4RY tit, t6.4b.1b lUU • 0 26 L ..:Q ,DGt�00.00 x.00 100• 4'8.00 4100 0 0.000 MATCHINL DESIGN 0'00 e?00 L 2-.,50 0.00 W COS I.Oi�000 TAN • 0.00000 PIN TO PIN DEPTHS b- 1.900 0 45.00 C SPAN CORN, �.Fc. . 0.091`3 SPAN CORR. RIGHT . CAUTION - CAMPER SPECIFIED MAY NOT BE PER THUS JOIST POLICY. CAUTION - BEVELED PLATE REQUIRED AT BOTH BEARINGS. f BE , -0.001%j DE • 0.0000 RE 0,0000 FIRST MEN ' 1e,6311 j`n'n 1 TRUS JOIST 2.87-131`8 MATCHING PARALLEL TYPE NZ IJ/50 UNIFORM LOAD 40.00 PSF T HILLSHORO PLANT HORIZONTAL SPAN DEPTH 38 FT. 7'50 IN, 0,(:, SPACING 48.00 IN. 34,00 DESIGN LOAD f TIGARU MNFT - FOOD TOP TO TOP BEARING ROOF' Ilb 0/0 '160.00 PLF CONN.----UHk.00N BTM CHORD SLOPED 0.2816LDO IN./OCODE 1 ALLOWABLE LOAD+160.92 PLF CONTROL 4 AT WEB Z7 40.23 PSI, . PEO 16 X UEFL. TL • 1,610 100.58 0/0 - - 40 LF/EA • 640 LIN FT CANNER L/ 307 LL , 0.992 REACTIONS - - - - - - - - - _ L/ 441 1.051 INCHES • LEFT 3186 1`,H. N(GH1 31U9 LB. MAXIMUM PANEL POINT LOAD • �,F.DPR,�Ff DISTNIBUYED LIVE LOAD i0P • Lf:FT 665.8b.LB, AT PIN - OtSTRtBUTEO LIVE. LOAD i0p 7.90 F5f AT 0.00 FT. RIGHT 0.00 PSF AT 2 TGF• MEMBER FORCES LLFI 2'50 PSF AT 4.00 FT. HIGHT 8.00 FT, 7p U.90 PSP Al Iy.00 FT, 10,975 4 , 8 -1692 0 -4969 • -6869 35193516 -2769 -2-'45 _8-1724_10022 1214-1049712.11312 .-11207 •-10763 . -9900 -8317 `- 2169 224b 1724 •`12 LB7 786 1285 orn•oA / /i • 3238 • 5786 • 1 1214 712 212 .287 17P4 �. 851 9438 10959 11209 -766 -1285 -1784 fF -° I•.�a" p _ _ 11409 11141 10418 c2^g 7F, FSH N GLEE MEM BEH FORCES CONI. � - - - - - - • -6499 • -4168 • -1311 B 2284 2754 3342 2284 -2794 -3427 RjQfr R8u EXPOSED g�•g 5492 • 2959 • - 2-87-1378 MATCHING PARALLEL TYPE H7. BEAPING CONDITIONS TJ/90 DEPTH 34,00 5-CLIP TOP LEFT AT f 1- 1 - - top CHORD 16 REQUIRFU 2-1.5X1.9 MICRO LENGTH 34 FT. 1.63 IN, TOP RIONI AT fly- 1 TOP LEFT END • 2.94 PIN TO PIN 38 FT. T. TOP PANELS 13 At 33.2622 1 AT 31.2180 63 IN. 0 ROM OF URI 1)GINS AT TOP RIGNT END = 3.06 PINS S•0.379 L•0.625 DRILL PATTERN TOP 4L 7S 4L URG TO ONG MAIN SPAN 38 FT. 7.63 IN. f CAMBER SETTINGS 0.0418 BtM 3L PS 3l BTM PANELS 13 At 33.2204 HTM LEFT END 7.90 PIN TO PIN 39 FT, 11.87 IN. i BTM CHORD 1`6 REQUIRED Z-1.5X1,0 MICRO-LAM LENGTH • 3T FT. TOP CHORD FT. AND IN. BTM RIGHT END 7,90 16 10.92 ly L7.79T0221855.04 p 2,94 2.87 IN. 3 0.21 9 9,47 8 6.73 11 3.09 14 1.25 1 3T 1,63 25 2.30 27 11.51 30 8.83 33 6.09 36 3,35 38 10.51 CTM CHORD FT. AND IN. LEFT TO H18HT 0 7.50 3 4.72 6 1,94 38 14 5,60 . 17- 2.82- 20- 0.04 2? 9.26 25 6.48 28 3.70 31 8 11,16 tl 80.92 33 10.16 36 9 36 37 2.86 2-87-1378 MATCHING PARALLEL TYPE H2 TJ/50 DEPTH 34.00 I TUBE FTG 1.00Ot9. 617' 1.29019. 103' 1.29018• 309. 1.29016• - - - - - - - - - - - - - - - - - NM1 DIA 5014 ROLES LENGTH TOTAL NM BR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL OF 1 51.29014 9.09 36.15 153' 1 1.25014 9.09 36.15 1`6 T 1.Zb018 5.03 36.19 16 1 2 1.2b016 9.09 36.1y 3� t 1.29018 3.03 36.19 1'29019 9,0b 36.15 16 1`2 1.00019 3.03 36.15 192 3 1'25018 �'.05 36.15 16 t 1.25018 5.05 36.19 16 1 1.25018 3.03 36.1E 1`6 1.2b016 M 05 36.15 48 ( 1 1'Zb019 5,05 36,15 16 1 1.25018 5. 1 51.29011 9.09 39.26 t6 1 - - _ 03 36.15 l� CE' 91.3 0/0 TOTAL DIFF.: - - - - - - - - - - - - - - - - - - ( C,iNrROI 6 LOCATtON B l 1.320 Ih0,97 - - - 2 1.053 l a'� \ ^N V.vu V v 21' CTS .5 .4 4�• .�uu HUI 11 JANUAkY ee 16.43.31 IVU U / 22 3\00 00a 13 QO 0 �' 84000 �8,4.n000 0 1 4 ' 93 26 L Li 00 0.00 w 0.00 OO.V 00 0.00 406V0 0 00..000 0.00 0.00 0.00 0.00 I MATCHING DESIGN COS • 1.00000 TAN • O,00000 PIN TO PIN DEPTHS • D- 1.9000 SPAN CORR. LEFT • 0.0921 SPAN CORR. RIGHT • -0.0921 CAUTION - CAMDEN SPECIFIED MAY NOT BE PER THUS JOIST POLICY. CAUTION - BEVELED PLATE REQUIRED At 80T14 BEARINGS. Tit • -0.0005 DE • 0.0000 RE • 0.0000 FIRST WED • 16 6311 7 CRUS JOIST 2-81-1378 MATCHING PARALLEL TYPE H3 iJ/50 UNIFORM LOAD • 40.00 PSF 1 y� HILLSBORO PLANT HORIZONTAL SPAN • 38 FT. 8.bO IN. D.C. SPACING • 48.00 IN. . DEPTH • 34.00 DESIGN LOAD •160.00 FLF f TOP 10 TOP BEARING ROOF lib 0/0 TIGARU MRKT - FOOD BLDG CODE 1 ALLOWABLE LOAD-161.66 PLF • 4n, CONN.----OREGON BTM CHORD SLOPED 0.45?1 IN./F1' •. - CONTROL 4 AT WEB 27 42 PSF DEFL. TL • 1.516 • L/ 306LLI.O0.990 . REO- 24..,X- 40 LF/EA • 960 LlN FT CAMBER • L/ 440 • l.Ob7 INCHES REACTIONS • LEFT 3276 LB. RIGHT 3110 LB. MAXIMUM PANEL POINT LOAD • 698,37 I.B. AT PIN 2.TOP DISTRIBUTED LIVE 1_OAD top • LEFT 12.00 PSF AT 0.00 Ft. RIGHT MEMBER FORCES 0.00 PSF AT 7.00 FT. B -1741 • -1898 • -e8e7 • -8668 .-10008 .-10890 .-11312 .-11-76 .-!0781 . -98Z7 , -8414 -3527 -2711 -2227 -1724 -1:26 -721 -228 271 391.7 2741 222'/ 1721 769 1268 1767 • 3215 ♦ 9767 • 7616 o4n�L6 727 228 -2'11 -169 -1268 -1767 _ . 10531 . It200 . 11410 . 11161 . 10453 . ?286 . 766n MEMBER FORCE S C 0 N T. - - - - - - - - - - - - - - - E �,��.F9 FHpFf�, i • -6942 • -4226 • -1375 n �GIHE` f 2166 2735 3379 `/SF p Q a 10,?]5 4 -1266 -2735 -3411 PAINT AUGHT Min Mo S`ySrE - • -5576 • 3054 • _- -- M - - - - �•wN / 2-87-1378 MATCHING PARALLEL TYPE H3 TJ/50 DEPTH - - - - " BEARING CONDITIONS ' 34.00 1- '4 t•.+•" O TOP CI!JRb 24 REOUTREO 5-CLIP T01' LEFT AT ( 1• ) S-CLIP TOP RIGH1 AT fly- ) To.ill TOF LEFT END • 2.91 2-1.5X1.9 MICRO-LAM LENGTH • 39 FT. 2.84"IN. PIN top PANELS 13 AT 32.2622 1 AT 32.4219 TO PIN 38 FT. 8.83 IN. TOP 'TIGHT END • 3.09 0 ROW OF BRIDGING AT PINS S•0.375 L•0.625 DRILL PAItERN top 4L IS 4L BRG TO SRO MAIN SPAN 38 FT. 8.63 IN. CAMPER SEITINGS 0.0418 BTM 3L 8S 31. GTN PANELS 13 At 33.2204 BiM LEFT END • 7.50 PIN 70 PIN • 35 FT, 11.87 IN. BTM CHORD 24 REQUIRED 2-1.5X1,9 MICRO-LAM LENGTH • 31 FT. 2,81 IN. BTM RIGHT Ellb 7.50 TOP CHORD FT. AND IN. LEFT TO NIGHT 0 7,91 3 0.17 5 9.43 8 6,70 If 3.96 14 I.ZZ 16 10.48 19 1,75 22 9.01 25 2.27 27 11.53 30 8.79 33 83 6.06 36 3.32 38 11.71 39 2, VIM CHORD FT. AND IN. LEFT TO RIGHT 0 1.50 3 4.72 6 1.94 8 11.16 11 8.38 14 5.60 17 2.82 20 0.04 22 9,26 25 6.48 28 3.70 31 0.92 33 10.14 36 1.36 37 2.86 2-87-1378 MATCHING PARALLEL TYPE H3 TJ/50 DEPTH - - - - TUBE FTG 1.00019• 926' 1.25019• 194' ' 34.00 -ROOF NM1 $1.25014 HOLES LENGTH TOTAL NN BR DIA.-GACIHOLES6LENGTHyTOTAL NMPR DIA.-GA016- 386' ' HOLES LENOTI4 TOTAL t 31.25014 5.05 36.15 24 1 1.25018 5,03 36.1b 24 t 1.29u19 b.05 36.15 24 f 1 1.25014 •.09 36.15 24 1 1.25018 3.03 36.15 14 1 1.25018 5.05 36.15 24 2 1.25016 5.05 36.15 48 12 l 1.29018 9.09 36.15 1.00019 3.03 36.15 Zee 3 1.25016 5.05 36.19 72 24 1 1.25018 3.03 36.15 24 1 51.1'ti0t4 9.05 35.17 1 1- -1_25019- 5.05 36.15 24 I 1.24010 5.03 36.19 24 24 CE. 91.2 0/0 TOIAL D11! :.16.86• - - - - - - - - - - T CONTROL 6 LOCATION 8 1 1.3:8 2 1.091 ��A.. 44- Am .:1 1Ib 9 1 I. ► V u 3V ti:QVu0 341.U.H10 0 �6 4�, 22' 3.•Cj0 I.DO• 31,00 1N. O• 48100 44.00 '1 S. 00 CATEGORY 1 DES ION COS • 1.00000 TAN + 0.00000 PIN TO PIN DEPTHS • 0.1.9000 f SPAN CORN. LEFT • 0.0855 SPAN CORN. RIGHT . -0.0855 CAUTION - BEVELED PLATE REQUIRED AT BOTH BEARINGS. T CONTROI 1 AT PIN 44 BTM • 101.41 0/0 BE • -0.0022 DE • 0.0000 RE • 0.0000 FIRST NED * 19.1266 WASE/,� C TRUE JOINT 2-87-1370 PARALLEL TYPE J TJ/50 UNlEOHM LOAD • 40.00 P5F � HILLSBORO PLANT HOR(4ONTA1. SPAN • 39 FT. 5.00 IN. O.C. SPACING • 48.00 IN. DEPlH 34.00 DESIGN LOAD -160.00 PLF ( TUP tO TOP BEARING ROOF 115 0/0 . TIGARD MRK1 - FOOD BLDG CODE 1 ALLOWABLE LOAD-159.90 PLF • 39.95 PSF CONN.----nREGON BTM CHORD SLOPED 0.4205 IN./FT. CONTROL 6 AT PIN 8 TOP • 99,87 0/0 / DEFL. 1L • 1.606 L/ 295 LL • 1.003 . REO 45 H 40 L.F/EA • 1800 LIN FT CAMBER • L/ 429 1.103 INCHES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REACTIONS • -t-FT 3153 LB. RIGHT 3153 LB. MAXIMUM PANEL FOINt LOAD • 621.62 LB. AT PIN l4 TOP MEMBER FORCES C -1921 4 .4864 • -'1238 • -9112 .-10383 .-11219 .-11630 .-11615 ,-11175 ,-10309 . -9006 t -3404 -2709 -2214 -1491 -1192 -115 -238 .238 715 1192 1764 3:45 2822 2307 1/62 1192 715 239 -238 -'/15 -1192 -1691 • 3334 0 5988 0 0157 . 9814 . 10878 . 11516 . I1729 . 11516 . 10878 . 9814 . 8157 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEMBER FORCES CONT. • -1099 • -4693 4 1108 N 2307 2822 354! PAINT RIGHT 6ND RBD 2:14 -2109 -3404 SY�T�M �,F➢pkOg • 5- - • 3- • pACJCD '`�G�HEt�(� - - - - - - - - - - - - - - - - - - - - - - - ;0' , 4-87-1378 PARALLEL T`'PE J TJ/50 DEPTH 34.00 975 BEARING CONDITIONS S-CLIP TOP LEFT AT ( 1- ) S-CLIP TOP RIGHT AT (15- i TOP CHORD 45 REQUIRED 2-1.5X1.9 MICRO•LAPI LENGTH • 39 FT. 11.29 IN. �4pM TOP LEFT END + '►j.W PIN 10 PIN • 39 F1. 5.29 IN. TOP RIGHT END • 3.•k7 .n TOP PANELS 4 AT 35.1404 6 At 32.021T 4 AT 35.1404 4- •4 t•.i•", O 0 ROMOF BRIDGING AT BRG 10 BRG MAIN SPAN 39 F1. 5.29 IN. //V N.CLF' PINS S•0.375 L•0.625 DRILL PATTERN TOP 4L 7S 4L BIM 3L 8S 3L CAMPER SETTINGS 0.0444 0.0405 0.0444 DTM PANELS 3 At 35.0960 7 AT 31.9972 3 At 35.0960 BTM LEFT END • 7.50 PIN 10 PIN • 36 F1. 2.49 IN. BIM RIGHT END • 1.50 GTN CHORD 45 REQUIRED 2-1.5)(1.9 MtCRO•I.AM LENGTH • 37 FT. 5.49 IN. L TOP CHORD FT. AMU IN. LEFT TO RIGHT 0 2.92 3 2.06 6 1.20 9 0.34 11 11.48 14 7.51 17 3.53 19 11.56 22 7.59 25 3.62 27 11.64 30 10.78 13 9.92 36 9,06 39 8.21 39 11.29 ( BTM CHORD FT. AND IN. LEFT 10 RIGHT 0 7.50 3 6.60 6 5.69 9 4.79 12 0.78 14 8.76 17 4.75 20 0.14 22 8.72 25 4.71 29 0.70 30 11.79 33 10.89 36 9.99 :17 5.49 ( 2-87-1378 PARALLEL TYPE J tJ/50 DEPTH • 34.00 ROOF TUBE FTO 1.00019. 1724' 1.25019• 287' 1.25018• 884' 1.25016• 873' 1.25014+ 298' L NMBR DIA.-GA. HOLES LENGTH TOTAL. NMBR DIA.-GA. HOLES LENGTH TOTAL i 1 51.25014 5.05 37.37 90 1 1.25019 5.05 35.87 90 1 1.75016 5.05 36.87 9U t 1.25018 5.03 37.37 90 1 1.25016 8.05 37.37 90 I 1.25018 3.03 35.87 90 t 1.25016 5.05 35.07 90 6 1.000)9 3.03 35.87 540 1 1.25018 5.05 37.37 90 L CE• 91.3 0/0 TOTAL DIFF'.-- IFF'.•- -419.48- - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - CONTROL 6 LOCATION 0 1 1.326 2 0.995 I is I443.q d �I.`q0.~ �.'► 0 500 341�,0.000 0.A%k3 -ip C oo MATCAING CENTER DESIGN COS 00 1.00000 TAN 0.000pO OPIN OTC PINDEPTHS = 0-1,9000 SPAN CORR, L:1'T • 0.0'/76 SPAN CORM. RIGHT • -0.0776 CAUTION - CI,MBER SPECIFIED MAY NOt BE PER iRU5 JOIST POLICY. CAUTION - REVELED PLATE REQUIRED AT BOTH BEARINGS. (,� �! CONTROL 1 AT PIN I BTM = 99.96 0/0 CONTROL 6 AT TIN 8 TOP • !00.51 0/0 '�"'��® BE • -O,OOIZ DE • 0.0000 RE • 0.0000 FIRST NEB 19.863'7 r TRUS JOIST 2-87-1378 MATCHING PARALLEL TYPE it TJ/50 UNIIORM LOAD • 40.00 PSF HILLSBORO PLANT HORIZONTAL SPAN • 39 FT. 3.Zb IN. O.C. SPACING • 48.00 IN. ! DEPTH 34.00 DESIGN LOAD •160.00 PLF TOP TO TOP BEARING ROOF llb 0/0 TIGARp MRKT - FOOD BLDG CODE 1 ALLOWABLE LOAD-159.93 PLF • 39,98 PSF Cl,NN.--- OREGON BIM (HORD SLOWED 0.3813 IN./F1. CONTROL I AT PIN 14 BIM • 99.96 0/0 . DEFL. It. • 1.583 • L/ 298 LL 0.989 ` - -REO TO X 40 LF/EA = Z800 LIN FT CAMBLR = L/ 43t • 1,09b INCHES REAC11UFO • LEFi 3142 LB. RIGHT 3142 LB, MAXIMUM PANEL POINT LOAD • 6Z7.a5 LB. AT PIN 14-TOP - MfMBER FORCES I 0 -1969 • -4943 4 -7329 4 -9030 .-10293 -11131 .-I1b43 .-11530 .-11090 .-10215 -8 3382 935 355928212681228821741669166911921192 115'1`15 238-938-238 238-71b 1`151192119216691669 i • -3382 . -6063 • 8238 . 9727 , 10792 . 11430 . 11643 . 11430 . 101`91 . 9727 . 8238 MEMBER FnRCE3 CONT, - - - - - - - - - - - - - - - - - - ` - - - - • - - - - - - - - • -1205 ♦ -4790 • -1'/76 P -2 1 742288269 1 2 821 3382 3659 PAINT RIGHT HND RHD EXPOSED SYSTEM • -6063 . -3382 . PRO,�� 4ciNt 2-87-1;78 MATCHING PARALLEL TYPE JI TJ/50 DEPTH 34.00 - - r 10,915 t* 9. BEARIN-- CONDITIONS S-CLIP TOP LEFT AT 11- I TOP CHLRD 70 REQUIRED2-1.5X1.9 MICRO-LAM LENGTH 39 FT. 9.49 IN. TOP NIGHT At 11h- > TOP LEFT END 71.00 PIN TO PIN • 39 FT. 3.49 IN. TOP PANELS 3 AT 35.8717 8 AT 32.0271 3 AT 35.8777 TOP RIGHT END + 3.49 0 RON OF BRIDGING AI O PINS S=0.375 L•0.625 DRILL PATTERN TOP IL lg 4L ONG TO PRO MAIN SPAN 39 F1. 3.49 IN. `.C�4'� i CAMPER SETTINGS 0.04b4 0.0406 BTM 3L BS 3L BTM PANELS 2 AT 35.8323 9 AT 31.9811 2 At 35.8323 BTM LEFT F%D • 7,50 PIN TO PIN • 35 F1. 11.11 IN. BTM CHORD 70 REQUIRED 2-1.5X1.9 MICRO-LAM LENGTH • 37 FT. 2.21 IN, DIM RIGHT END 7,50 TOP CHORD FT. AND IN. LEFT TO RIGHT 0 2.92 3 2.80 6 2.68 9 2.56 It 10.56 14 6.61 17 2.64 19 10.67 22 6.70 25 2.72 27 10.75 30 6.78 33 6.66 36 6.53 39 6.41 399.49 BTM CHORD FT. AND IN. LEFT TO RIGHT 0 7.50 3 7.33 6 7.16 9 3.15 It 11,14 14 7,13 IT 3.11 19 11.10 22 1`,09 25 3.07 27 11.06 30 1`.05 33 6.98 36 6.T1 37 2.21 I 2-81-1378 MATCHING PARALLEL TYPE JI TJ/50 DEPTH - - - - - - 1 TUBE FT8 1.00019. 2691' 1.25019• 447' ' 3400 ROOF ( NMBR DIA.-BA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES TOTAL1362' 1.25014• 469' I 91.25014 5.05 37.75 140 1 1.25019 5.05 35.87 140 1 1.25016 5.05 35.87 140 1 1.25018 5.03 35.97 140 1 1.25016 5.05 37.75 140 1 1.25018 3.03 35.87 140 L 1 1.25016 5.05 35.87 140 d 1.00019 3.03 35.87 840 1 1.25018 5.05 37.75 140 CE• 91.3 0/0 - - TOTA, DIFF.-" '652.44 - - - - - - - - - - - - - - - - - - - - - - - - - - - - L CONTROL 6 LOCATIOII 8 1 1.340 2 1.020 22' 11 3.QUA tI�U4J, 3`b� 0 1 00.1 8100 34411100 0 U O,OQp IN ( MATCHING CENTER DESIGN COS + 1.00000 TAN • 0.00000 PIN TO PIN DEPTHS D-1.9000 SPAN CORN. LEFT • 0.0648 SPAN CORR. RIGHT • -0.0648 ( CAUTION - CAMBER SPECIFIED MAY NOf BE PER TRUS JOIST POLICY. CAUTION - BLVELED PLATE REQUIRED AT BOTH MEANINGS. RE • -0.0012 DE + 0.0000 RE • 0.0000 FIRST WED • 19.5104 TRUS JOIST 2-07-1370 MATCHING PARALLEL TYPE J2 TJ/50 UNIFORM LOAD 40.00 PSF rIv1S CC1 HILLSBORO PLANT HORt2CNtAL SPAN • 39 FT. 1.25 IN. O.C. SPACING 48.00 IN. ( DEPTH 34.00 DESIGN LOAD •160.00 PLF . TOP TO TOP BEARING HOOF 115 0/0 . TIGARD MRKT - FOOD BLUG CODE t ALLOWABLL LOAD^160.14 PLF 40,03 PSF 7 CONN.----OREGON BTM CHORD SLOPED 0.3187 IN./FT. CONTROL 4 AT WEB 4 lOp.v9 0/0 . DEFT. TL 1.562 • L/ 300 LL • 0.977 REO 16 K 40 LF/EA • 640 LIN FT CAMBER L/ 4331,085 INCHES - REACTIONS • LEFT 3128 I.S. RIGHT 3129 I.S. MAXIMUM PANEL POINT LOAD 624.10L0. AT PIN 14 TOP- MEMbEN FORCES B -1914 4 -4857 • -9221 -6:923 .-10189 ,-II029 .-11444 .-11433 .-10095 .-10133 . -8844 •3371 -2674 -2172 -1669 -1192 -715 -738 C39 115 1192 1669 3530 2900 2275 1669 1192 715 238 -236 -7113 -1102 -1669 7 4 -3339 4 -5987 4 8139 . 9629 . 10693 . 11332 . 11545 . 11332 . 10693 . 9629 . 9138 MEMBER FORCES CONT.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i • -7117 • -4130 4 -1754 B 2275 2900 353n UW,• z env RIU, EXPOSED SYSTEM -2172 -2614 -3371 I • 5987 • 3339 • . - - - - � 2-87-1378 MATCHING PARAILEL TYPE J2 fJ/50 DEPTH 34.00 - - Y'p1N BEARING CONDITIONS S-CLIP TOT' _EF1 AT 1 1- 1 - - - - - - - - - - - - - - - CHORD 16 REQUIRED S-CLIP TOP RIGHT AT (14- TOP I 0 2-1.5X1.9 MICRO-LAN LENGTH + 39 FT. 7.42 IN. TOP LEFT END • 540 PIN TO PIN • 39 FT, t.42 IN. TOP RIGHT ENDrIf TOP PANELS 3 AT 35.9323 9 At 32.O27T 3 AT 35.533 T / 0 ROW OF BRIDGING AT BRO TO URO MAIN SPAN 39 FT. 1.4. IN. FF +4 '0.(0, O PINS S•0.375 L+0.625 DRILL PATTERN TOP 4L 7S 4L 8TM 3L BS 3L /�.CC CAMBER SETTINGS 0.0449 0.0406 0.0449 BTM PANELS 2 AT 35.4973 9 AT 31.9811 2 At 35.4873 8TH LEFT END • 7.b0 PIN TO PIN + 35 FT. 9.83 IN. BTM RIGHT END • 7.511 BTM CHORD 16 REQUIRED 2-1.5X1.9 MICRO-LAM LENGTH + 37 FT. 0.83 IN. TOP CHORD FT. AND IN. LEFT TO RIGHT 0 2.94 3 2.47 6 2.00 9 1.53 11 9.56 14 5.59 17 1.62 19 9,64 22 5.61 25 1.70 27 9.73 30 5.T5 33 5.29 36 4.82 39 4.35 ( 39 7,42 BTM CHORD FT. AND IN. LLF1 TO RIGHT 0 7.50 3 6.99 6 6.41 9 2,46 11 10.45 14 6.44 17 2.42 19 10.41 22 6.40 25 2.38 21 10.37 30 6.36 33 5.85 36 5.33 37 0.83 2-87-1378 MATCHING PARALLEL TYPE J2 1J150 DEPTH 31.00 -ROOF ( TUBE FTG 1.00019• 613' 1.25019• 102' 1.25018+ 413 1.25016• 209' 1.ZbO14• !OT' NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL l 1 SI.25014 5.05 37.51 32 1 1.25019 5.05 35.07 32 1 1.25016 5.05 35.97 32 t 1.25018 5.03 35.97 32 1 1.25016 5.05 37,bl 32 1 !.25018 3.03 35.07 32 6 1 1.25018 S. 35.b7 32 6 1.00019 3.03 35.87 192 1 1.25010 5.05 37.b7 32 - - - - - - - - - - - - - - - - - - 1 CE• 93.1 O/0 - TOTAL DIFF,- 119.09 ( CONTROL 6 LOCAT1011 R 1 1.355 2 1.(149 1 11131 IT DR W A I IIM(o 22' I ltl,�q 4 )SOOY1 Y Y 1 t 0 ar, 211500 34.'Noo MATCHING DESIGN CODS 0 • 10000 CAN 4#1.00 14.00 0 U.,00 SPAN CORM. LEFT 0.00000 PIN tO PIN DEPTHS D- 1.9000 0.0461 SPAN CORN. RIGHT • -0.0461 CAUTION - CAMBER SPECIFIED MAY NUT BE PER IRUS JOIST POLICY. BE • -0.0010 DE = 0.0000 RE . 0.0000 FIRST WEN • 19.8639 tRUS JOIST 2-87-1318 MATCHING PARALLEL TYPE JJ TJ/50 UNITURM LOAD 10.00 PSf J C HILLSBORO PLANT HORIZONTAL SPAN . 39 FT. . DEPTH 34.00 2.35 IN- O•C• SPACING • 48.00 IN. . . TOP TO TOP BEARINGROOF tt5 0/0 DESIGN LOAD •160.00 PLF t TIGARD MRKT - FOOD SLOG CODE 1 ALLOWABLE LOAD. 160,12 BrM CHORD SLOPED 0.2264 IN./FT. Ib0.t4 PLf • 40.03 PSf . CONTROL 4 AT WEB 4 • I00.08 0/0 � REO I5 N 40 LP/EA 600 LIN P1 LAMULFL. IL L 1.585 l./ 291 LL 0.900 - CAMI3LN • L./ 43Z 1.089 INCHES REACTIONS • LEFT 3135 I.P. RIGHT 3135 LB. MAXIMUM PANEL POINT LOAD 627.68 LB. AT PIN 2 TOP MEMBER FORCES 0 -15336 ♦ -4901 • -7:86 ♦ -8907 •-10149 •-11085 .-11495 •-114'19 .-11037 .-10170 -8876 -.3376 -2674 -2167 -166t -11@1 -TOT ' ?562 2814 22@0 1221 1184 707 "230 247 '724 1201 1618 • 337E • 6050 • 8,3.11 . 971111 Z30 -247 -7224 -1201 -1678 _ _ - _ - - - _ - - - _ IOT51 . 11368 , 11594 . 11373 10126 9654 P150 MEMBER FORCES CONT. - _ - - - - - - - - - _ _ ♦ --1157 ♦ -5553 ♦ -3679 ♦ -1502 B - - - - - 2155 -ZI55 -Z393 26782,101390833361351• EXPOSED SYSTEM • 6231 • 4447 • 2434 ♦ P'�INT RIGHT END RE's!) 2-87-1378 MATCHING PARALLEL TYPE J3 TJ/50 DEPTH " BEARING CONDITIONS TOP CHORD 15 REDUIRED 34.00S-CLIP 701' LEFT AT t 1- 1 S-CLIP TOP RIGHT AT t16- cEb pp TOP LEFT END app 2-1.5X1.9 MICRO•LAM LENGTH • 39 FT. 8.33 IN. 4 + top PANELS 3 AT 35.8777 9 AT 32.0211 T3 At 24.8171T- 2.33 IN. @1��E90!NAf TOP RIGHT END •o ��1Q515 4 0 ROW OF 9RIDOINB AT f•INS 5=0.375 L•0.625 DRILL PATTERN TOP 4L 1S 5L BkG TO 8RG MAIN SPAN 39 FT. CAMBER SETTINGS 0.0454 0.0406 Bt" 3L @S 4L - �n BTM PANELS 2 AT 35.8323 9 AT 31.901( 3 AT 24.8170 A s BTM LEFT END • 7.50 PIN 10 PIN A /0' 0 BTM CHORD 15 REQUIRED 36 F1. 2.00 IN. BIM RIGHT ENO 7.',� ��'�N.CLEC 2-1.5X1.9 MICRO-LAM LENGTH = 3T FT. 5.00 IN. COP [MORD FT. AND IN. LEFT TO RIGHT 0 2.95 3 :.8. 6 2.11 , � 17 2.67 19 IO-tO 22 6.73 25 2.75 27 10 4 .711 30 6.81 33 2.84 9 2.59 1 I1 t 10.62 14 3.65 37 6 6.1c 39 5,29 39 8.33 47 BTM CHORD FT. AND IN. LEFT to RIGHT 0 7.50 3 7.33 6 7.16 9 3.15 It 11.14 14 7 13 11- 3.11 19 11.10 22 T.09 25 3.07 21 11.06 30 T.OB 32 7,87 34 1.68 14 9.50 37 5.00 2-87-1378 MATCHING PARALLEL TYPE J3 - - - - - - TUBE FIG 1.00019• 575' 1.25019 140' 1-25018- 392' 1325016• 238' 1.25014• 98'- - - - - - - - NMBR DIA.-GA, HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL Of ' 1 SI.25014 5.0-1 37.75 15 1 1.25018 3.03 35.67 15 1 I-2bOI6 5.05 3b.86 15 5.05 35.87 I5 12 1.00019 3.03 35.87 190 1 1.25018 5.05 33.30 15 1 1.25016 5.05 37.75 to 1 1.25018 3.03 25.87 1 1.215018 5.05 35.87 16 1 1.25018 5.03 35.87 15 1 (•25016 5.05 33.31 15 1 1.25018 5.05 37.75 15 1 1.25019 5.05 35.87 1'J 1 51.25014 5.05 35.83 15 1 1.25019 5.05 35.87 15 1 1.25018 5.05 35.87 15 ( 1- -1.25018- 5.03- 35_07 - -15 1 1.25019 5.05 33.29 15 [E• 91.0 0/0 TOTAL DIFF..- 148.15 - - - - - - - - - - - - - - - - - - - - - - - - - - - t E CONTROL 6 LOCAtIUN B 1 1.347 2 1.034 c 22' 11y y • t 1 1 1 1 U 3"', 3:6.3,04 34AWQO O.Wo y� 3.pU 1 04 3:40 h 00♦ f41.00 MATCHING DESIGN COS • 1.00000 TAN • 0.00000 PIN TOOPINODEPTHSG•OD- 1,9000 SPAN CONN. LEFT • O.Ob09 SPAN CORN. RIGHT . -0.0509 CAUTION - CAM9ER SPECIFIED MAY NOT BE PER TRUS JOIST POLICY. @E • -0 o017 DE • 0.0000 RE • 0.0000 FIRST NEB . 19,1266 TRUS JOIST 2-87-1378 MATCHING PARALLEL TYPE J4 TJ/50 UNIFORM LOAD 40.00 PSF 1 HILLSBORO PLANT HORIZO141AL SPAN • 39 FT. 3,12 IN, O.C. SPACING • 48.00 IN. 1 ' bEPtll 31.00 DESIGN LOAD po 'OP TO TOP DEARINp ROOF Ily 0/0 •!60.00 PLF t TIGARD MRKT - FnUD BLDG CODE 1 ALLOWABLE LOAtI• (ONN.----OREGON BIM CHORD SLOPED 0.2500 IN./FT, CON1H01. 6 AT PIN 8 101'160.94 TOP . 40.23 PSF . I00.59 Oto 1 REQ 1 K 40 LF/EA DEFL. tL . 1.594 • L./ 296 LL • 0.996 _ _ _ _ - - 40 LIN FT CAMBFR • L/ 431 . 1,094 INCHES REACTIONS LEFT 3141 LB. RIGHT 3141 LB. MAXIMUM PANEL POINT LOAD • 621.20 I.B. AT PIN 2 TOP , MENDER FORCES 0 -1971 ♦ -4009 4 -7177 ♦ -9044 .-10309 ,-11138 .-11'_.41 .•I1y18 - .-11070 .-1019y -segs 339 .531 OZ8Ug2c9bL2o4220t1'l4'/1K/�117TIIiI 700 100 -223 264 731 1208 1695 • 3321 ♦ 5962 • ZZ3 -2b4 -731 -IZO@ -I6RS - - .@118 9761 10@IZ 11437 11636 11410 10757 9619 1174 MEMBER FORCES-CONT. • -7169 ♦ -5599 ♦ -3681 4 -1499 P 2162 2584 2914 3521 PAINT RIGHT END RRTT -216z -2399 -2707 -3214 EXPOSED SYSTEM 0 6244 0 4456 4 2439 • 2-87-1379 MATCHING PARALLEL TYPE J4 TJ/50 DEPTH . 31.U0 - - REAtop CHORD CONDITIONS S-CLIP TOP LEFT AT 1 1• I �lF� ,I top CHORD 1 REQUIRED 2 1.5Xt.9 MICRO-LAM LENGTH . 3o S-CLIP TOP RIGHT AT (16- 1 clNf TOP LE'tl END = 4j,00 FT. 9.23 iN. 4rr t PIN T TOP PANELS 4 AT 35.1404 8 AT 320217 N24.891FT� 3'23 IN. ION Nlbllt END = 3.00 Qj 10,975 4 0 RUM OF BRIDGING A' . 3 At PINS S•0.375 L•0.625 )RILL PATtE`NTOP 4L 7S bL BRa TO BRG MAIN SPAN 39 F1. 3.Z3 IN. OIM6g1 CAMBER SETTINGS 0.V446J BTM 3L 99 4L A L 0.0406 0.0311 'F�°6 n,i4° O BTM PANELS 3 At 35.0959 8 AT 31.9811 3 AT 24.8145 BTM LEFT END REQUIRED PIN TO PIN • 36 9I. 3.63 IN. tN N,G�� STM CHORD I REQUIRED 2-1.5X1.9 MICRO-LAM LENUtH . BTM N10H1 END • 7.50 TOP CHORD FT. AND IN. LEFT TO RIGHT 0 2.9b 3 2.i•9 36 F1.236�p 10 37 Il 11.51 14 1,54 17 3.57 19 11.59 22 1.62 25 3.65 27 11.68 30 1.►1 33 3.13 35 4.55 31 5,36 39 6.18 37 9,23 OTM CHORD FT. AND IN. LEFT TO RIGHT 0 1.50 3 6.60 6 5.69 9 4.79 12 0.78 14 8.76 1 _ 17 4.75 20 0,74 ZZ 8.72 25 4.71 28 0.70 30 8,68 32 9.50 34 10.31 36 11.13 37 6.63 TUBE FTe 2-97-1378 MATCHING PARALLEL TYPE J4 TJ/50 DEPTH 34.00 - - - - - - - - - - - - - - - - OOF NMUR DIA.-GA,ItHOLES LENGTH ITOTTAL9NMBR DIA!-GA. HOLES 2LENGTH STOTAL NMBR DIA.-GA.- HOLES LENGTH TOTAL l 1 51.25011 6.05 37.37 t 1 1.25019 3.U3 35.97 t 1.25016 5.05 35.87 1 12 1.00019 3.03 35.87 I2 1 1.2•!016 5.05 35.@6 1 i 1.25016 5.05 37.37 1 1 1.25010 3.03 15.87 l 1.1.018 5.05 33.30 1 ( t 1.25016 5.05 35.87 1 1 1.25018 5.03 35.97 1 1 I.2bOI6 5.0b 35.84 1 1 1.25018 5.09 37.37 1 1 1.25018 t 1.25016 5.05 33.31 1 1 1.25019 5.05 35.87 1 5.05 35.97 1 S1.75014 ti.Ub 35.03 1 1 1 1.25018 5'05 35.87 1 1.25018 5.03 37.37 1 _ _ _ _ _ _ 1 1 1.25019 5.05 33.29 1 CE. 90.8 0/0 TOTAL DIF) ..- - In.10 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 CONTROL 6 LOCATION B 1 1.341 2 1 023 1. !�1y 4 �I 11 I Itl 41-,1, 'L 4. 10 4'4250 34.'NOO 0.2!V4 Ij 22' '3wQ0 004 )� 1.00• 48100 4Q 00 0 4.O UO MATCHING UF.SIGN 1 OS • 1.00000 TAN + 0.00000 PIN TD PIN DEPTHS D• 1.9000 I SPAN CONN. LEFT • 0.0444 SPAN CONN. NIGHT • -0.0444 CAUTION - CAMBER SPECIFIED MAY NOT PL PER TRUS JOIST POLICY- / BE • -0.0010 DE • O.O000 RL = 0.(+000 FIRST WEB 1 19.1266 TRUE JOIST 2-87-1318 MATCHING PARALLEL TYPE J5 TJ/50 UNIFORM LOAD 40.00 PSF h7✓1� HILLSBORO PLANT HORIZONTAL SPAN • 39 FT. 4.12 IN. O.C. SPACING • 48.00 IN. . DEPTH 34.00 DESIGN LOAD •160.00 PLF TOP TO TOP BLA'1ING ROOF 115 0/0 . TIGARD MRKT - FOOD BLDG CODE 1 ALI.OWABLE LOAD•160.29 PLF 40.07 P5F C0/0 ONN.----OREGON VIM CHORD GLOVED 0.2184 !N./F'T. DEFLCONTHOTI.6•A1.606 • L/ 1294• LOO:l9 003 REO 15 X 40 LF/EA • 600 LIN F1 CAMBLR • L/ 430 • 1.098 INCHES - REACTIONS LEFT 3147 CO. RIUHT 3147 I.B. MAXIMUM PANIC POINT LOAD • 621.155 CO. AT PIN 2 TOP MEMBER FORCES B -1861 4 -4814 0 -7101 4 -9066 .-10339 .-11176 .-jibe .-11512 .-11131 •-10264 . -8071 -3398 -2104 -1208 -1605 -1185 -707 -230 Z47 -724 1201 1678 3540 2016 2300 11 b5 1185 707 230 -247 -124 -IZOI -1678 r - - 3319 • 5971 4 -9140 . _6791 _ 10949 . 11480 _ 11696 . 11466 . 10819 _ -9747 . 0249 _ - i 14EMBER FORCES LONT. • -7252 • -5625 • -3722 • -Ib09 B 2155 2580 2915 3524 RAWT Rl=END RHD EXPOSED SYSTEM •2155 -2401 -2715 -3185 • 6325 • 4517 • 2413 • _ _ _ _ _ _ - _ _ _ - ,_ 2-87-1318 MATCHING PARALLEL TYPE J5 TJ/50 DEPTH • 34.00 BEARING CONDITIONS S-CLIP TOP LEFT AT 1 !- 1 S-CLIP TOP RIGHT AT 116- I TOP CHORD 15 REQUIRED 2-1.5X1.9 MICRO-LAM LENGTH • 39 FT. 10.20 IN. TOi RIGHT END • 3.09 V'4r°+NAA TOP LEFT END • S-00 PIN 10 PIN • 39 T. 4.20 IN. TOP PANELS 4 AT 35.1404 8 AT 32.0271 3 AT 25.1400 J 10975 f 0 NOW OF BRIDGING Al DRG TO ORG MAIN SPAN 39 FT. 4.:0 IN. PINS 5=0.375 L•0.625 DRILL PATTERN TOP 4L 7S 5L BTM 3L BS 4L CAMBER SETTINGS 0.044b 0.0406 0.0318 / /7 BTM PANELS 3 AT 35.0959 8 AT 31.9811 3 AT 25.1400 BTM LEFT ENO • 7.50 PIN 10 PIN • 36 F1'. 4.60 IN. Bill NIGHT END • 7.50 �jN -L BIN BTM CHORD 15 REQUIRED Z-1.5X1.9 MICRO-LAM LENGTH • 31 FT. 7.60 IN. TOP CHORD FT. AND IN. LEFT TO RIGHT 0 2.96 3 2.10 6 1.24 9 0.38 11 11.52 14 T.55 1 17 3.57 19 11.60 22 7.63 25 3.66 21 11.68 30 7.71 33 3.74 35 4.80 37 6.02 ' 39 1.16 39 10.20 97H CHORD FT. AND IN. LEFT TO RIGHT 0 7.50 3 6.60 6 9.69 9 4.79 12 0.18 14 8.76 17 4.75 20 0.74 22 8.72 25 4.71 29 0.71) 30 R.68 3Z 9.82 34 10.96 31 0.10 37 7.60 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2-87-13TP MATCHING PARALLEL TYPE J5 TJ/50 DEPTH 34.00 ROOF 1 TUBE FTG 1.00019• 57b' 1.25019• 141' 1.25018• 336' 1.25016• 296' 1.25014• 98' NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. 140LES LENGTH TOTAL 1 1 SII25014 15 37.37 15 1 1.25018 :.03 35.87 IB 1 1.2b016 5.01) 35.86 15 I 1.25016 5.05 35.87 IS l2 1.00019 3.03 35.87 ISO 1 1.25010 5.05 33.39 l5 1 1.25016 5.05 37.31 15 1 1.25018 3.03 35.87 15 1 1.25016 5.O6 35.84 IS t 1.25016 5.05 35.87 E5 1 1.25011 5.03 35.BT IS l 1.25016 5.05 33.40 15 I 1.25018 5.05 31.31 15 1 1.25019 5.05 35.87 15 ! 51.29014 5.0b 35.83 15 1 1.25015 5.05 35.87 15 1 1.25018 5.05 35.9T 15 1 1.25018 5.03 31.37 I5 1 1.25019 5.05 33.30 15 I 1 - . ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CE- 90.9 0/0 TOTAL DIFF.- lb1.60 CONTROL 6 LOCATION B 1 1.333 2 1.007 r.. -w 411Lk it 4. L, 'I .x f -T. 0 3L N150 3.4.`4 00 O.N0 11 22. 3,00 11004 `3.00 TTQO• 00 1Q.00 0 O. 00 MATCHING DESIGN COS • 1.00000 TAN • 0.00000 PIN TO PIN DEPTHS • D- 1.9004 7 SPAN CORN. LEVI • 0.1099 SPAN CORN. RIOHT • -0.1099 CAUTION - CAMBER SPECIFIED MAY NOT BE PER TRUS JOIST POLICY. CAUTION - BEVELED PLATE REQUIRED AT BOTH BEARINGS. III. . -0.0012 DE • 0.0000 RE • 0.0000 FIRST WEB • 19.1.:66 TRUS JOIST 2-81-13/8 MATCHING PARALLEL TYPE J6 TJ/50 UNLf OHM LOAD • 40.00 PSF HILLSBORO PLANT HORIZONTAL SPAN • 39 PT. 4.12 IN. O.C. SPACING • 48.00 IN. DEPTH 34.00 DESIGN LOAD •160.00 PLF TOP TO TOP BEARING ROOF 11!`. 0/0 l TIGARD MRKT - FOOD BLDG CODE 1 ALLOWABLE LOAD•160.38 PLP • 40.10 PSF CONN.----OREGON BTM CHORD SLOPED 0.6408 IN./FT. CONTROL 6 AT PIN 8 TOP • 100.24 0/0 DEFL. TL = 1.608 L/ 294 LL • 1.005 . REQ 1 K 40 LF/EA 40 LIN FT CAMBER • L/ 430 • 1.100 INCHES - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - . - - 1 REACTIONS • LEFT 3141 LB. RIGHT 3141 '-P. MAXIMUM PANEL POINT LOAD • 621.16 LB. AT PIN 2 TOP i MEMBER FORCES B -1947 0 -4876 • -7239 0 -9102 .•10363 .-11190 .-I1b91 .-11967 .-11118 .-1.1744 . -8946 -3396 -2102 -2201 -1685 -1186 -109 -233 243 T20 1196 1672 4 3637 2815 2299 1765 1186 ''/09 233 -243 -720 -1196 -1672 • 3326 • 5913 4 8136 . 9786 . 10844 . 11470 . 11686 . 11469 . IOB26 . 9169 . 8266 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEMBER FORCES CONT. • •7,20 4 -5577 • -366' • -1421 0 ztae 21482398 14-2390 8 25732!14 -3204 IrIT 1910 3520 PAR1C* SM RBD EXPOSED SYSTEM �� 5f • 6348 • 4534 • 2482 • ��Y,clMtt - - - - - - - . .. - - - - - - - - - - -. - X10.515 2-ST-1378 MAT('.HING PARALLEL TYPE J6 TJ/50 DEPTH 34.00 -J BEARING CONDITIONS 0-CLIP TOP LEFT ..T L I- 1 S-CLIP TOP RIGHT AT 116- TOP CHORD 1 REOUIRED 2-1.5X1.9 141CRO=LAM LENGTH • 39 FT. 10.61 IN. /Z TOP LEFT END • S-00 PIN TO PIN • 39 F'1. 4.60 IN. TOF RIGHT END * 3.00lo,+•"� O TOP PANELS 4 AT 35.1404 B AT 32.0277 3 AT 25.2736 e'j, N GLF.T L 0 ROW OF BRIDGING AT ORG TO ORO MAIN SPAN 39 FT. 4.60 IN. PINS S•0.375 L•0.625 DRILL PATTERN TOP 4L 75 SL STM 3L 85 4L CAMBER SETTINGS 0.0449 0.0406 0.0320 ( BTM PANELS 3 AT 35.0959 8 AT 31.9871 3 AT 25.2735 BTM LEFT END • 7.50 PIN TO PIN • 36 F1. 5.01 IN. BTM NIGHT END 7.50 BTM CHORD I REQUIRED 2-1.5X1.9 MICRO•LA14 LENGTH • 3/ FT. 8.01 IN. ( TOP CHORD FT. AND IN. LEFT TO RIGHT 0 2.89 3 2.03 6 1.11 9 0.31 11 11.45 I4 1.46 17 3.51 l9 11.54 22 1.57 26 3.59 21 11.62 30 7.66 33 3.68 36 4.95 31 6.22 39 7.50 39 10.61 BTM CHORD FT. AND IN. LEFT TO FIGHT 0 7.50 3 6.60 6 9.69 9 4.79 12 0.19 14 8.76 17 4.75 20 0.74 72 8.72 25 4.71 28 0.70 30 8.68 32 9.96 34 11.23 37 0.50 37 8.00 L 2-87-1378 MATCHING FARALLEL TYPE J6 TJ/50 DEPTH 3400 ROOF TUBE FTG 1.00019= 38' 1.25019• 13' :.26018= 19. .1.25016• 19' 1.25014= 7' NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-9A. HOLES I.ENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 81.25014 5.05 37.37 1 1 1.29018 5.03 17.37 1 1 '.25019 5.05 33.42 1 1 1.25016 6.05 35.87 1 1 1.25018 3.03 35.87 1 1 1.25016 5.05 35.86 1 L 1 1.250:6 6.05 37.37 t 12 1.00019 3.03 35.87 12 1 1.2b018 S.00 33.43 1 L 1 1.25016 6.05 35.87 I 1 1.25010 3.03 35.87 I 1 1.26016 6.06 35.84 1 1 1.25018 5.05 37.37 I 1 1.25010 5.03 35.87 1 1 1.25016 5.05 33.44 1 1 -1_25019 5.05- 35_97 - - I 2 1.25019 5.05 35.87 2 l 51.25014 5.05 36-83 - 1 CE. 90.9 0/0 TOTAL DIFF.- 9.90 L CONTRnL 6 LOCATION 8 1 1.339 Z 1.009 L Construction Inspection&Related Tests Carlsson T`4-,sting, Inc. 4 x H Grout 'ngard,Oregon 97223 P.O.Bax 23814 REPORT OF �_— - TEST SPECIMENS Phone(503)884-3480 Date Molded: 1 -1 1 , 19 88 Job No. CP-I)L' Permit. # Client: ., Mercury De%,e I opmenL Company ^_ Project: -___i dEtas t. Shopping Cent.er Address: _1 iyard, Oregon Contractor: R & 11 Construction_ Sub Contractor: -_ CMG Masonry Concrete Supplier: Wj Isonvi 1 lP Conc ete Truck NoJl-. Tickel No. J06Fi44 -- Cast By: C. S Las c h — Test Time:91.40 load No. 1 Sunny 40 30 Weather: _ Temp. High: Temp. Low: East blcck wall first 8' , bldg A. Location of Placement: _ 7 Cu. Ydi. _ ._Concrete Temp: _ Strength Requirement:_ ___ 2000 PSI V 28 daysSlump I I owab I u Cement Type 2500 PSI placed Mix No./No. Sacks 7 sack Air Content Max. Aggregate 3/8" Pea Gravel Admix. Amount: Y urand: —___— Admix. Amount: Brand: _. Set Test V Register Date Date Unit Total Area Unit Report No. Days I Number Recd Test Wt. - load PSI No. I 1 8905 1-12 1 -18 43,980 116 sq i n 2750 28 28 8905 1-12 2 - 9 59,227 16 sq 1t} 3700 36 28 8905 1_12 2 - 8 58,560 16 sq t 3660 36 Remarks: cc: City of Tigard Building Department R K V! Z ons rucLion T. --�. --- --- - --- - --- ------ Richard Ehmann 8 Assoc. -- --� ac .(W IP rnginvering - lrve _arse i Carlson Testings Inc. t",onstructinn/napectfon&Related Tests P.O.Box 23814 4 x 8 Grout TEST SPECIMENS ngerd,Oregon 97223 REPORT OF Phone(503)664-3460 Date Molded: _ 1 -8 , 19 >3l3 — Job No. CP-3529 Perm1 L Client: Mercury Development Company _------®--- - -- Project: 1 i9ard Last Shoppiny — Address: —i is arl d, Oregon -- -- — Contractor: R K 11 Construction Sub Contractor: CMG Masonry Wi 1 scnv i 1 1 e Concrete Truk No?O Ticket No. 006143 Concrete Supplier. -- Cast i,._ M. 1, be r-L _ Test Time:1i25 load No. _ 1 4030 Weather: — R's i r' Temp. High: Temp. low: _ Walls line 6 and line G up to 16' level dock area to finish grade. Location of Placement: --� Food Cnnnection. 21 Cu. Yds. — Concrete Temp: Strength Requirement: 2000 PSI a 2t3 _daysSlump F 1 owab 1 e Cement Type 1 2500 PSI placed Mix No./No. Sacks 7 sack Air Content Max. Aggregate_3�8" Pea Gravel Admix. Amount: --_ _ Brand: Admix. Amount: _ Brand: Set Test® Register Date Date Unit Total Area Unit Report _Na. _Das Number Recd Test Wt. - Load PSI No. _ [ 7 8831 1 11 1 -15 41,943 16 sq '1 2620 27 28 8897 1-11 2 - 5 7F,488 16 sq if 4900 35 28 8891 1-11 2 5 77,760 16 sq if, 4860 35 Remarks: cc: City of Tigard Duiiding Department —_ ' rt ons rue ion o. Richard Ehmann S Assoc. Mackenzie Ingineering - ave rarig CM Masonr-y 2404 R-A, WALKER ENGINEERING STRUCTURAL CONSULTANT 4,140 SW CORBETT,SUITE 209,PORTLAND,OREGON 97209 (503)223-0555 Jobrt_ < <r��_ �nf �ti�►V.- h-l��Z. Client NIv1�,.,,N -- Job No._---- Sheet No. Oate-. / �0 3 LICENSED P.E. ARIZONA L� ToFF�C�E� CALIFORNIA COLORADO S'U IDAHO OREGON TEXAS 1 WASHINGTON �� go e, N/ - r -V, J Li �� �j/)YB 3�//�/Z = G2Z i.y, IGeo '4v—el ,0 �2Z_�.0/9r 9.g Mec.L Lasmo .� c;a.vf• G'M.S 3� 4 Lan -4Yi:.-/a� � hof,f111j tc 2L Yc' LC 0 'c PROD' MPos = 9 1 Fpfy\ /.eye 4v '19 OREGON n / z7A,,- �0 <1-17. %9 k Pk ch FST a Z71 RECEIVED Vsr W 1 4X3 JAN 2, 8 1988 FNMANP.KUS i MOQ. 114W # row, R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW COR©ETT,SUITE 201,PORTLANO,OREGON 97201 1503 223-0555 I Job ll&&An 1!0.01 Job No. Sheet No. Client r--W 4A4r4 _ Uate-J8yg:A-W LICENSEO P.E. ARI7ONA CALIFORNIA �[ C'-7L.ORA00 IDAHO OREGON / - TEXAS WASHINGTON r IZ z Tzi P� IGood/c�.•� 400 �' 4 90 072r 4-9 (14)Yr 4- .4-( 14)7 - 6,96.4- , ,9.r4- • 4.9(14), +_4 - S.j4 = 1-3 10-1 Awl cclS_ (�Se s Pat( low = -Z8 /� 13-r- OK _ Su'0000 6 1- t M R -_ 7_loK J-1S. 6Ic pL S-3L" +13.4 I A.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 4440 SW CORSET F,SUITE 201,PORTLAND OREGON 97201 (50:31 223-0656 Job -1i 4 Ch,rQ tJ- Job Nc. _ Sheet No. Client _ L ,4.*lN Oate_—VAR —_ By -Cbl/NG.� ��Serc = 2oon p5�) LICEfV9Eo P.E. _ ARIZONA CALIFORNIA / COLORADO AA6/Q IDAHO OREGON TEXAS ( /` WASHINGTON F 2 24�Z /d, 7 4-- 7;9 CSI,c✓ PE�rry�,� -�•�-�s- �a,of�?.r v7'e %2./�'//8? si7�e Demme/ov�r�h-� -• G�nc_ .-al PE'rirri7/ /lo. 705s� , ICAC-Crly7ZNO- 259940, v/'4 /87 t¢pz.;, IIF(R P/ac't9 zoo,OOO t cy le;// P��.►,i /1/o. 7oS81 RGGN1.Ocr1 No. /8 7 3.Zg- /U 7/z0, Z,6-71-531 10129/8 7 / Z; 556,86 G.z,d'n�, ��b/�rl d_tQni-�ea�y •,TCuJG-yrJ� �-7vihc� A/c, 7/,2 6, Az eIt / /1/o. 16 7S/ /%Z 71,87 / 7-5 7e74m/. X1:51 757,59 f"l/oh chock No. /0-31c , X,rc./1/O. 26733 /ol2..3187 ,f' •Z,S/7,/.5 Mo. 8700/3, k ec. No. 2'6901 ////61s7 40.5 30 >�oc.nc�cr-1,/ 4r1/}/ '219,1711-5 n No. 8 7 0066, �r,,,Alo. 2*0 q-Z 77�Z �z/Q s�B/S 7 3 31 39.5.�� iCrmi Tc c,l .39/389.FP P�*,,7,-/ No. -700'VO k'ec. IVO .2679 (!g90 Fvc�n�a fi'o� 011/y Z7 ? �iVo o iP•- r7��t�s.) 7"cr{u/' je QC�S,30 P/o n chec k M. //-,Z8 C, Alo. 11�90/ /i//6/,q 7 4/. Fo Pc�r►y► '7` Mo . -F3 7U/91, X,-c.!yo. z-7 78 3 %Zig/e7 ��/.• 1� �,9/4. .30 COREGON7 F TIG December 23, 1987 Mr. Don Bewley Bewley Mechanical Systems, Inc. PO Box 1.661 Beaverton, OR 97005 Project: Food Connection Mechanical - HVAC Dear Mr. Bewley: The plans for this project have been reviewed for conformity with applicable nodes. The proposed work appears to comply with code requirements for such systems. We will check systems as they are installed to be sure they comply with the plans. We realize that there may be changes on a project such as this one. ' The permit may be issued rpt any time, and a stamped copy of the plan is ready. If you have any questions or if we may be of assistance, contact us at arty time. Si.ncervly, /im /uh Plana Examiner cnf 2b44D ` I 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 Construction Inspection&Belated'/i sts Carlson Testing, Ince P,O Box 23114 (AU (�f' I sms Tigard,Oregon 97123 REPORT OF _ i F51 SPECIMENS Phone(503)684-3460 Dote Molded:_--_ 12 -21 19 Job No. �.SLq Client: ___ Li:Lf�L Y Lll[1➢lta_l� emu, y- -- Project: _ I tu;arrl Lasi_ shr111c1tllll_1.LJJirr - Address: ---i-147Lirrl, Qt-egnn Contractor: 42 Y'-Il (Lun ,t Sub Contractor: ('Ml: Ma,_11r:_v Concrete Supplier: W 1 _nnv i I ('nn. ru LE __ Truck No. 3U Ticket No. II]6498 Cott By: _ I,�rrt,�n _ Test Time: __ _ —_load No. Z Low: 30 Weather: C I oudy Temp. Nigh: .__ `10 Temp. Location of Placement; I4arket.plaCr! bldg. , 8" NO wal i (itltr th W" I 1 , r?s1 w,111 and snuth waI 1 ) to 8' elevations. — -- ---- Cu. Yds. 1 Concrete Temp: 40 Strength Requirement: 1500? PSI a 28 days Slump _J_J Iw 1 r' Cement Type Mix No /No. Sacks_ 7 ;ark Air Content ,__ _ Max. Aggregate ' Brand: Admix. Amount: Brand: Admix. Amount: __—_ - Set Test® Register Date Date - Unit Total Area Report _No. Days Number Recd Test Wt. _-_ load PSI No. 1 1 8801 12-22 12 -28 260,690 119.1 2190 19 28 8801 12-22 1 -18 300,130 2520 30 i t 28 8801 12-2.2 1 -18 310,046 _2600 30 _ 4 I Remarks: cc: City of T i U�1r d Bu i I d ing Deciartmr?rlt - R K 11 Const.y uct.ion (:o. Richard Ehmann & AsSOL . -- ackenrie Lngineering - )avt' I arson ff"W1 qw-1 qN w tw a[ w (;rrnstnuYiun Inspea-tion!R RelatedTrsrs Carlson Testing, I��c. P.O.Box 23814 REPORT OF 4 x a Gtrou L TEST SPECIMENS Tigard,Oregon 97223 — -- Phone(.503)684-3460 Date Molded: 12 -21 _, 19—HL_ Job No. Cl)-3529 Permit. No. Client _Mr,r.r-rrr-y I)PVP I tipmont CnmpAnV Project: I iljar-d Frost Shnlipinp f'ontnr ------_-----_ Address: Llaard nrognn _ - ---_--------- Contractor: 12 K 11 Cnnct r ur 1 inn �— Sub Contractor; CMG 11as:ar1r Concrete Supplier: WilrsaAy„iLla Lui-cceLe r Truck No.;Jq _ Ticket No. ,lp(aggg Cost By: 341t-clan Test Time: _-- load No. 2 Weather: C 1 oudy - — Temp. High: 40 Temp. Low: 30 _ Location of Placement: Market, u I ace bldg. , ti" CMII wa I I s (north wa I I , Pa.t, wa 1 1 and snuth wa I I 1 elova t. ions. Cu. Yds. I^ Concrete Temp: 40 Strength Requirement: 2000? _-- PSI (it )st days Slump _.0 1,,w-iLu__Cement Type 2500 PSI placed Mix No./No. Sacks I carle Air Content^_ _-_— Max. Aggregate �,"�i" llt,,A C., J Admix. Amount:_ Brand: Admix. Amount: _—._�_ Brand: _ - -Set Test® Register Date Date Unit Total Area Unit Report Na. Days Number Recd Test Wt. Load PSI No. 1 8800 12-22 P -28 51,949 16 sq n 3250 18 28 8800 12-22 1 -18 83,986 16 sq n 5250 29 28 8800 12-2.2 1 -18 80,061 16 sq i n 5000 29 Remarks: cc: City of Tigard Bu iding Depai tment. K & N Const.ruct.inn (.it. Richard thmann K Assoc. - - - l Macken? 1 rr I ny i near i nr) - Davr- I ar ,,err - --- -- —--- (:'un.+tructiun In.slx•rtion R Related Yett, Carlson Testing, Inc. ~-- P.U.Box 23811 Ei x 1,` Crnlcrete Tigard,Orimion91223 REPORT OF TEST SPECIMENS Phone 15031684-3460 Date Molded: 12 -18 19_8! Job No. CO-3529 Fermi t a Client. Mercury Development Company Project: __ l igard East Shopping Center Address: 1 t gar-d, Oregon _— Contractor: R K 11 Cormitruct.i oil Co. Sub Contractor. _ Concre;P S.ippirer: floss Island - -____-- Truck No. l.i �_---- h-ket No. - 1'4-410:38 Cast B M. 1ahert _ Test Time: _ load No. l)V4,rr rp; 111 3/ Weather. Temp. High: Temp. Low: All I.arge Interior Footings For Bldg, 1 Location of Placement: �,- Cu. Yds. . _ Concrete Temp: . _ Strength Requirement: — 000 PSI @_.'11 _____days Slump _ 'T —Cement Type Mix No./No. Sacks hi r x #3000B Air Content Max. Aggregate_ 314 Admix. Amor-,ii: Brand: llrtl. W'tt.t t — Admix. Amount: Brand: Set Test( Register Date Date Unit Total Area Unit Report No Days Number Recd Test Wt. _ load PSI No. _ I I 8793 12-21 12 -25 93,616 28.Z1 3310 16 Al 8193 12-I1 1 -15 128,710 28.1l 4550 26 2F1 A 19:1 17-21 1 -15 129,111 28'2 4570 26 2AI" 1'I 8'793 12-21 1-15 131,672 28.27 4660 26 Remarks: r.C : City of I iilird Nut Idiny DepartmenL rlichard Ehmattn K Assoc . Conshvctinn/ns�';m 1C Hilar,-d 7i r. Carlson Testing, Inc. P.O.Sox 23N14 Tlgerct,Oregon 97223 Phone(503)6tK•341;U 6 x 12 Conct of r' TEST SPECIMENS REPORT-OF ----"'-'— 81 Job No. fir;?y Per—Mit No. [late Molded: -12--:-16 ' 19 Client. _Mercury Oev-lo Umpnt Comuanv — -- — r_..,.t Project. Address: __ 1 ,n ird Orel�►i-- __ ( _ Sub Ccntracror: _-------- Contractor: -1�-- Ticket No. . Truck No. �----- -- Concrete Supplier Load No. Test Time: . --- Cast By: ')0 Temp. Nigh: Temp. Low: — Overcast. - --- weather: -- Sma 1 I ShOPS footing H I tne . ._._- Location of Placement: ------- Cu. Yds. Concrete TemP: . - _.��-- ---�--------- Cement Type r r tr��rte.%------ Strength Requirement: . — PSI � daYsSlump_ ir Content Max.MAggregate ;�----•-- --��(-_ -_ ---- Mix No./No. Socks_-.rte-X #; ) l )0 - Brand: t••+I •h I t Admix. Amount: -moi.- Report Brand: Ii - -` -" Unit Admix. Amount: __ T-""-� Unit Total Area PSI No. —.-_.-.-r.___ Register Date Desf �Yt. Load Set Test® - Recd No. Days Number _ 78.27 3240 15 i H/61 1.2--11 ll -23 91,b3�? 134,880 "f3.21 4770 25 — 2H 7.8.21 4730 25 l3 1 133, ).7 2F3 F3161 12-17 1 - ' rr CitY of Tigard Nui ldin0 OepatAmeot ---- -- Remarks: K 11 Constr uct.ion Co — kichard Ehmann & As,or. • ave ars _ aC .enT tf' n(J1r1Cr'1'lny - _—___ -- RICHARD C. EHMANN & ASSOCIATES . . . ARCHITECTS&PLANNERS 6775 S.W. 111th AVENUE, SUITE 20 BEAVERTON, OREGON 97005 PH. (503) 644-4222 15 December 1987 RICHARD C EHMANN AIA, FCSI The following are responses to your reviews of this project: ROBERT R. KLAS AIA, CSI City of Tigard letter - Dec. 7, 1987: 1 . Truss shop drawings will be submitted to Building Dept. 2. This is a grey area. Section 3303 (c) says "When three or more exits are required, they shall be arranged a reasonable distance apart so that if one becomes blocked the others will be available." We believe that thirty one and one half feet separation is enocigth so that doors 1 & 2 can be counted as 2 exits. However, to avoid delays and appeals we have added door 32. See Sheet A-1 with Rev. 12/7/87. 3. Mechanical design is caxler separate contract . Drawings will be submitted as corn as they an? completed. eted. 4. Refrigerated boxes will be provded by United Grocers. Submittals of this equipment will be furnished to the Building Dept. for review. Tualatin Fire District letter, Nov. 30, 1987: 1. the tenant has revised the mezz@nine layout. See Sheet A--1 & A-2 with Rev. �/ . 12/15/87. 2. Sep sketch for proposed cntryway received from United Grocers Office today. 3. See above and Sheet A-1 with Rev. © 12/7/87. 4. r''1 Electrical design is under separate contract. Drawings indicating compliance will be submitted as soon as they are completed. Battexy packs may be used for back-up source of power. 6. This entire parcel is imxler one ownership, and one tax lot. There Ls no property line at this location, however the wall. is a separation wall . The scupper has been replaced with an overflow pipe. See A/A4 and D/A5 rev. Q dated 12/7/87. 7. See addendum #1, enclosed. 8. See spec section 08951, Operation & Safety, item 4. The Besam Company will 1�� contacting your office regarding their product which is approved for use thru- out the country. 9. See Sheet A-2, Door Schedule, with rev. & , 12/7/87. 10. See addendum #1 ; enclosed. 11 . See Sheet A-2, Icor 'lYpes, with rev. ® , 12/7/87. 15 December 1987 Response to Review of Project Page Two 12. The refrigerant used in this facility is non-toxic, non-flammable fluorocarbon. We believe this falls under exception 3 of Section 1505(a) , and additicmal protection of the compressor room is not required. 13. Fire hydrant is Located accordingly. Sprinkler system drawings indicating 14. compliance will be submitted to the Building and Fire Departments for review. 15. Contractor will comply with this requirement. 16. 17. Specifications and details require compliance with all applicable code require- ments. Contractor is requested to be certain that this occurs. 19.1 Mechanical design is under separate contract. M--wings indicating compliance, and UL approved equipment will. be submitted as soon as they are completed. 2.0.121 Owner and/or Tenant will provide addresses and fire extinguishers that ccaTiply. 22. Sprinkler system drawings will be submitted, as require(]. 23 25. 24. Contractor will comply. Tualatin Fire District letter Dec. 3, 1987: I. 'This building is designed as Type VN construction. I have verified with the designers of the B1 Mart building that the north wall be a 2 hour separation wall with a parapet, etc. 2. See adoe-ldun #1 , enclosed. 3. Tenant. improvements wi.11 c(vply with exit requirements per UBC: Table 33-A. 4. The Fire Hydrant is locatcd across the drive, behind the common wall with Bi Mart. Fire Department connection will be mounted (and identified) adjacent to the Bi Mart wall. within 70' of the hydrant. 5. See Item 15. abcrv(_. 6. It is not intended that the attic area be a plenum. There is to be a sheet: metal plenum in the attic below the AC Units, to which supply and return ducts will be connected. 7. See Sheet 3, A/3 Roof Plan, Note at Grid O7 8. See addendum #1, enclosed. 9. See items 16. & 17. above. 10. ��inkNAELMLMRUIIIIILmqiLm-qmLllgmI0 15 December 1987 Response to Review of Project I Page Three 11. See item 19. above 12' See itoms 20. & 21. above. 13. 14. See item 22. above. 15. 16. See items 22. , 23. , & 24. above. 1-7. City of Tigard letter Dec. 9, 1987: 1 . See item 1 re: letter dated Dec. 3, 1987 above. 2. Truss shop drawings will_ be submitted to Building Dept. 3. Interior liihti �� will be designed with Lhc LeiuinL Improvements. Our evaluation of Ixjildings similar Lo this, and experience designing many similar retail buildings, indicate that providing perimeter floor insulation, ny:tionry walls at 3 sides, and R-19 roof insulation in this climate results in a building that conforms with requirements of chapter 53. 4. These items are to be designed under separate contract. Drawings should be submitted for permit and approval when they are completed. i cc: Dave ZimA R & H Const. - Dan Doe.rner Wayne Kun7imn United Grocers Bewiley Mech. St. Johns Elec. ....... .........._.._ _:�..n.,.,....,....:,..�.a,.cnw0:««.Mrwu..T,.....a,ew..c.,w�,..r.,.:.wwvr,.w®,......aw.,..,..,,u ......,...._.._. _ y ADDENDUM NO. 1 Tigard Marketplace 11 December 1937 Tigard, Oregon 23 Ocotber 1987 Food Connection and Lease Building Tigard Marketplace Pacific Highway & Park Street Tigard, OR F HANN-10AS & ASSOCIATES 6775 S.W. 111th Avenue - Suite 20 Beaverton, OR 97005 This Addendum shall supplement, amend and became a fart of the bidding documents, the specifications and the drawings. All_ bids and construction contracts shall be based on the inclusion of this Addendum. SPECIFICATIONS Alternatives: (Food Ccnmec t ion only) No. 1: Delete Batt Insulation and vinyl wrap at underside of roof deck. Provide R--12.5 rigid insulation on top of roof deck. Adjust roofing system to be. cORIX-Itible w/rigid insulation Paint underside of roof deck, framing, etc. as originally specified In the sales area. No. 2: Delete vinyl wrap frnn Batt In—lation. Sarface of Batt Insulation to ccxnpiy with ccxl-,, requtrements. Delete painting (Finish Type 8) above coiling 1 1 pie. Provide suspended acoustic tile ceiling system at + 12'-0" in the sales area. SECTION 042(X1 Unit Masonry Para 2.01, A After "AS'T1 C-33" ado] ASTM 0-331 . Para 2.06 Control joints in wall ac grid � of the Food Connection btdl.dtng and the lease building shall be hour rated. SECTION 08300 Roll-up Doors Para 2.01 Mange from "Chain operator" to Electric Operated. SECTION 09900 Painting Para 3.11 Finish Type 8: C}tiinge "2 coats PPC; ." to 2 coats Miller 7050 Acri-Lite. ADDS4DLN NO. 1 Tigard Marketplace 11 December 1987 Tigard Oregon Page Two SPKIFICATIONS (cont'd) SECTION 10700 Illuminated Awnings Para 2.02 Change weight to 16 oz per square yard. DRAWINGS SHEET 2 - Door Schedule (Fcxxl COMICction) At doors 1, 2, 4, 6, & 32 provide sign "This door must rembin unlocked during lxisi ness hoi i. s" not 1 ess than l." high, on a contrasting backgrournl. Similar signs to be provided at doors in storefront of Lease Building. SHEET A4, AN - R(x)f Plan (Food Connection) Grunge rcxof height at grid coordinates 1 , G from 19'-7" to 20'-1" 1. F from 20'-10" to-TT'71-411, SHEET 5, C/ - East Elevation At grid ll , change T.O.M. from 23'•-4" to 24'-0" T. Extend additional course of :masonry from grid D to the �'ear :or 52'-0". SHEET A-7, A/A7 - South Elevation (Food -, mnection) Delete 3 - 48" x 48" relites in office wall on mezzanine. SHEET 4 - C/4 (Lqkse Building) Wall at grid 1 shall be 2 hour rated Top of masonry at this wall shall be raisEd + 2 courses to maintain 2'-6" (minimum) high parapet foi 23'-4" south o? grid ®. SHEET SD-1, A/SDI Site Plan Change specification for parking lot light fixture and pole as follows: SA: 11vin 400 watt HPS Type V distribution with 6:1 spacing ratio and cube cone. Nminaire - Holophance PL2A400MP20SSCGZ SB: Single 400 watt HPS Assymetrical. distribution with house side shield. 6:1 spacing ratio and cube cone Luminaire - Holophane PI.2A400HP20SACBZ-SD Fixture to be mounted on 35' steel poles: SA - Holophane C5ZSQ35J/2A/ SB - Holophane C57SQ35J/IA/ OR Gardco: H192VS/4001IPS (6:1 spacing ratio) for SA Gardco: 111913/4001flPS (6:1 spacing ratio) for SB On 40' high round tapered steel pale (facotry finish) w/base cover. 1 ADDIM M NO. 1. Tigard Warketplace 11 December 1987 Tigard, Oregon Page Three APPROVALS All :approvals have been given with the unierstanding that the requirements of the Contract Documents shall be complied with iiaal.l respects. Approval of materials on the basis of submitted catalogs, brochures,e te. , in no way lowers the requireients of the Contract DoLuments to possibly less stringent limits set forth in the approved catal-og,, brochures, etc. Section 07500 - Owens Corning rvanite 09900 - Poxy Cckit ovc • :rimer for finish Type 2 f -y V�t�,,;.y-.:NIiIYFMu\Y4A.811l1UY9iW °'rt"��Mnwrr..Mrr..w Con.*tM don lnxpccNon!4 Rr/ated Tests Carlson Testing, Inc. P.O.Box 23914 ngerd.Oregon 97223 E, x l7 l:on+:+ rrt-'' TEST SPECIMENS Phone 1 5031 684-3460 REPORT OF -- -` CI'-3529 I'prmit No Dote Molded: 19 I31 Job No. — Mercury Development Company Client: -- - Project: _ 1 iyar if I +est. Shopping (ent.er 1350() S.W. Pac i f i c I lwy. , I i yard Address --_ — Contractor: p K 11 Construct,ton Co. — Sub Contractor. _- -�- 1_446836 41O Ticket No. — RosS Island —_ Truck No. .—._.__---'-- Concrete Supplier: — 1 _ Load No. tl { a ,on — rest Timet — _----=—___— Cast By: y=- --------- - c)5 C I oody Temp. High: Temp. low: — Weathpr: _— — *3, y and 11 . ! rra ;v h I du. 1 i nr� I foot.i ngs _ _—____--- Location of Placement: ._ G+. Yds. Concrete Temp: _ -' -- -- 3Cement Type _ 1 :1000 PSI 0.---Z -- JcysSlump Strength Requirement: ._.,.--------` 3/4"Mix >w3000f3 Max. Aggregate-_— -- Mix No./No. Sacks Air Content Brcnd: —�_--- — drond: Admix. Amount: — _— Admix. Amount — - Total Unit Report Register Date Date Unit Load Area PSI No. Set Test g Recd Test wt. — No. Days Number 28.21 1 (31 73 1:'-17 12 --18 93,517 3310 ]-3 -� -- - 8 136,840 '71 4840 24 — 78 8173 17-17 1 — 78.21 4710 24 28—__� -- P/ 3 17--12 1 - 8 li 33,266 -- — CT : C i L y (if -- Remarks: Richar-d Fhmann '} ASSM, --__------- �_--- - - f Conatnicrion lnspt+ction&Rclatcd 7iesr� (Carlson Testing, 3111C. 6 x I? Concrett, P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 -`-'--V Phone(503)fiU-34i;o Date Molded: 12 -10 19 81 Job No. CP-3529 Permit. No, Client Mercury Deva i opment. Cornpan,r Project. I igard East Shoppinq Center Address: 13SOO S.W. Pac I r i C Hwy. , T igard Contractor: _ k & It Con,t.ruct.ion Co. _ Sub Contractor. Concrete Supplier: Ross Island ' / A--1659 1`, _- Truck No. ' _ Ticket No. _, Cast B S• Jordan 1 ::30 1 Y�� _ Test Time: -.- Load No. .-__` _ Weather: . Temp, High: Temp. low: Location of Placement: Continuous foot.inds (east side) fnr retail 1)1dgs north rat Hi -Mart Store 56 Cu. Yds. Concrete Temp: _ Strength Requirement: 3000 PSI ®_ 29 da sSlurn `i 1 Y P�__�-_�_�Cement Type Mix No./No. Sacks Mix u3000H Air Content Max. Aggregate ___ Admix. Amount:Amount: _ Brand: _- Admix. Amount: Brand: Set Test a Register - Date Date S1nit Total Unit o.::,,rt No. Days Number Recd Test Wt, Load A-eci PSI No. 1 7 8101 17-11 ll -11 �- '1.8.27 �— _ 78,073 2760 11 148,770_ 5260 23 145,307 5140 23 rr Remarks City of Tigard Richard t hmann K Assoc VUIL LING PEF.MIT J C17YOFTIGrARD cir c PERMIT N�7, r Etl.lf�'r 1Cl66 Mn.on COMMUNITY DEVELOPMENT DEPARTTMENT I!ATE ISSIIEDt 12/ 13125 S.W.Hall Blvd.,P.O.Bow 2339..`.pard.Oregon 9722J.('43)6J9-4175 — _ pt !Ob ADDRESS$ 1::15t:►O SW POCIFIC HWY LTr 01w,t TAX MAP/LOT 2S12C9 SUB t 1 I GAP0 MARk E TPLACE LAND USE r LID LOT SIZES ';ALUAT;t qf'•I t 4 1 .iii�t�l�(iii(;► SE:TFAIw F+S FRONT I FEAR t at:' WORkCLASS( NEW DWELL.UNITS: LFF1 t PIGHT t 8t.I USE TYRES COMMERCIAL NO. BEDROOMSt EXT.WALL CONSTS CONST. TYF'E i VN NO.PATHS t Nt i. HP St E I l HR W t 1 Hf` t]CCIlF`, C1FP. r el. PRO'T.OPEN I NGS t OCCUP.LOAD 98? N I NR S r NP E't NF' W/NP TOTAL AREAe 41+1-118 .STOR:cC 1 IST( 40644 ROOF' CONST'( A FIRE RET? YES N0 NO.STT r ^4 -'NDS q74 AREA SEPAP? NO RATED( E!(JHTs1.NC, 'YF.Di OCCUP.SEPAR7 NO PATEL- MEZZANINE"' YES PASEM 'T FIRE SF'Rk:LR? YES At,ARM F'L('11113R LUADt 56 GARAGE:t FLOWtGPM) 6000 DETECT NO 171 FLAN CHECb: AY S ih.i HE MARP S t PEISSUE SSUE OF hJO. — Fuad Connection bldg. Tigard Marketplace `J _ Spe Plans Exam notes for req 'd i tem+ _ LAST RE 15SUE U I F. .a 683. Orr N Fartlane} FivtureLtd F's-tnt-!ahp F'EPMIT !1 743.15 E F'.O, BOX 5Ati 1 PLAN REVIEW �,-� , FIRE DEFT $1 ,07-1. 110 T I BART) OR 1 228 *134. 15 PHONE (5'!'5) 223-20"16 STATE TAX OTHER 111�+.85111115. r'►rr C DEVELOPMENT CHARGES( o R AND H CONSTR SUC (STOF'M) TLF* SD(STREET) 911; .'Ir". , R AND H CONSTUCTION 0 BOX 5401 FDC 1N Par^tla►ndOR 972:8 F'REP(aID ��i7PHONE (5 r') ai8•-717-7 .err,*ntoAT t rltal Stn i7 N TOTAL.r This permit is issued subject to the regulations contained in Title 14 RECEIPT NO.-_____ of the TMC. State of Oregon Specialty Codes.toning regulations -�' -- ---" and all other applicable codes and ordinances, and it is hereby REQUIRED INSPECTIONS agreed that the work will be done in accordance with the plans and FOUNDATION WALL OTHER* specifications and in compliance with all applicable codes and RE I NF.MASONRY ordinances The issuance of this permit does not waive restrictive covenants. Contractor and subcontractors shall have current city PI-P.1 OPOUT business tax permits. This permit will expire and become null and PAAmkl�t9E. void it work is not started within 180 days,or if work is suspended or INSULATION abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure GYP. BOARD all required Inspections are requested and approved. ROOF NAILING SUSPEND.CEILING \, MECHANCL.SYSTEM RAIN DRAINS + - - – - {,see ri? i tpmr, vv,rmtteh Signature -'-fes' Issued By -_ ---- - - SEPARATE PERMIT'S REOUIRED FOR WORK OTHER THAN (DESCRIBED ABOVE w wr WAL, �H t Gt.nstr�.+sYion/napartiun!t Hrlatccf Tests Carlson Testing, Inc. REPORT OF 4 " 1� ('r 'rrr I P.O.Box.73814 TEST SPECIMENS Tigard,Oregon 97223 Phone(503)694.3460 Dcte Molded: _-- 12 -8 19 F3/ Job No. Ct'- a" pvr'mit No Client: Mercury Ueve 1 o2ment Company Project: _ t It 3rd fast. Sh app i nit Canter �— �--_^---- Address: _____1 I(1,A1 r•ec n — -------- Contractor. -R-& H Coll' ► J i•in -- N --__ Soli Contrectar. Concrete Supplier: W 1 I sony i I �; et. ..—__ -tick No. �;2Ticket No.Cast By: By: Test Time: _ toad No. Weather: - C I oudy — Temp. High: SS location of PlacemenTemp. low: _Placement: Fief tmetr�r he I nw yroun�l (eve 1 , ma I n s t ore. Cv. Yds. Concrete Temp: _ Strength Requirement; L` J — P51 a 28____._ daysSlvmp_ F I Uwah I Cement Type Mix No./No. .ocks / s a k— Air Content_— _ Max. Aggregate_-_3/8" t,Pa f aye) Admix. Amount: Brand: — T Admix. Amount: Brand: _. No. I Test q Dry Numrber Date Date lJnit� Total Recd Test Area Ur,it Report Wt. load _ PSI No. -- _ 43, 762 16 sq n 2740 8 28 8128 63,998 16 sq n 28 8728 3970 22 60,960 16 sq n3810 22 Remarks: _ r:r :—amity of Tigard Wdy. Deparl_ment ~— ons .rue ►.Ion ei, Richard Ehmann K Assoc . ac —n 7 i e ng i neer-i ng -----—.. _ —_ Job Site P.O. BOX 23397 Date TIGARD,OR 97223 Lot ViFl—cocMap ` Subc�ivlslonl��rossPermitVsPlumb Cash ���[�/_ -_ Other Rec. F1 Sewer Other Acct. No. Oescriptlon - Amount 10.437 _ Building?ermit Fees 10.431 600 Plumbing Permit Fees -- t0.431Z01 Mechanical Permit Fees 10.230-501 10-433 _y Check Fee — 30--443 Sdwer Connection 30 444_ Sewsr 1n ectlon 51.448 Street Syst. Dev. Charge ��-- _52.449.610 Parks I cyst. Dev. Charge - 52.449.620 Parks 11_Syst. Dev. Charge 31.450Sto_rm Drainage Sy Charye 10-d30 _ Business Tax _ - to.434 Alarm Permit- — 10.227 Ball - 10-455• Fines TrafficlMisdlPar --- 10.230• CPTH TrafficlMls_dlVi . Asst. Indigent Defense 30:7f-22--,C0 Sewer Se ice/US -- -- 30-122we .402 Ser ServicelCit 30'/0 -_ 30-t23 SewerSevicelCity__ 30. m 125 Unatched 31-124 Storm Drainage - 40-47-5 Bancroft Prin. ymt. 40.471 �ancrolt Int_Pymt. - C - w[ 7R Alf � i 1 CITYQF TIFAID No. 27782 13125 S.W. HALL BLVD. i PC OX 23397 TIGAHD, OR 97223 Dat® 4" ", Name / ��� , (L r Address 1-,i f n Lot rBlock/Mapubdivisiion lAddress I Permit M's Bldg. Plumb-~- ------ Cash Check Sewer --- Other Other Rec7B—y Acct, No. Description - 10-432_ Building_Permit Fees Amount 10-431.600 mbing Permit Fees ---- `- - 10-431 601_ Mechanical Permit Fees --- 10.230.501 State Bldg. Tax -�---�-- 10-433 _ Plans Check Fee - - 430.443 Sewer C_onnec lon __ -- -- 30-444 - Sewer Inspectlon - - 51448 Street Sy'st. D-- Dev, Char-e 449.810Parks I Syst. Dev. Charge 52.449.620 Parks II Syst. Dev. Charge 31.450 Starm Drainage Syst. Dei. Charge -- ---- 10.430 - Business Ta---x—-�-- 10.434 Alarm Permit — ---- 10.227 Bail- _—'-_'--- 10.455- Fines • TrafNclMisdlParking - - 10.230• _ CPTA TrafficlMisdJVic. Asst. --'�- -- 10-456 Indigent—Defense -30 12e•401S9wer Sery Ui lec lec SA ---- 30-122.402 Sewer Service/City 30% - 30.123--- Sewer SevicelCi yt Ma ni t. ------'-'----- -- 30-125 Unmatched -- _ 11.124 Storm Dral an ge 40.475-- ancroft Trin. Pymt. 4i,471 antro t Int. Pymt. — -- - --- 1 TOTAL rs opt. 1 W AW W W-X! N- CITY OF TIFA RD I?(!cember 7 , 1987 OREGON 25 Years of Servfcra 1961.1986 / -r Robert R. Klas , AIA, CSI Richard C. Ehmann & Associates 6775 SW 111th Ave. Beaverton OR 97005 I -r' �f �►oj`.C� : Pcood Connt-c-kon- / 7'90q�InC41 � Tj��QCC Dear Mr. Klas: Project plans ravu been reviewed f,-)r conformance with applicable codes , and are approved for construction contingent upon the items listed here and in the letter from the Tualatin Fire Department . The following items need to be addressed: 1 . Tr1:ss details , showing design loads and spacing. 2 . Addition of a third exit as required due to an occupant load of 994 . The location as shown on the plumbing plan, a drawing from 0nited Grocers, Inc. , dated 6-29-87 and revised 8-29-87 , is acceptable. 3 . Mechanical system plans and specifications. 4 . Prefabricated freezer/cooler unit plans and Oregon Structural Specialty Code, Chapter 50, approvals . Some of these items will have to be cleared by material suppliers, and we will work with them, or anyone to whom we are directed, to resolve these items . Tf we may be of service , or .if you have any questions , please contact us at any time. Sincerely, rt m Jaqt/ Plans Examiner JJ/jdo 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-41'1 -- — -------— PERMIT # PLAN CHECK - BUILDING RECEIPT DATE: /?�/"%�•'�� ADDRESS & LOT # & SUBDIVISION NAME: /J,, j ACCT. DESCRIPTION AMOUNT _4 0 v r r, • 10-432 Building Permit Fees ee 10-431-600 Plumbing Permit Fees $ L p 10-431-601 Mechanical Permit Fees Z a r-,- 10-230-501 ri.0-230-501 State Building Tax —�1 5 C t% 10-433 Plana Check Fee 30-443 Sewer Conu qct��on (20x) ' (080/97)( �AJo(—) - 30-202 Sewer Connection (60x) � 1 30-444 Sewer Inspection 51-448 St feet 5ysteip Dev. Charle SDC) .Zjots PO 52-449-610 Parks I. System Dev. Charge (PDC) 52-449-620 Parks II System Dev. Charge (PDC) rk i' _ 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-230-565 TRFD (95X) s .54 10-435 ,5 10-435 TRFD (5X) 4 �O 1.0-230-506 Washington County Fire #1 (95X) $ 10-435 Washington County Fire #1 (5X) _ 10-220 Amart/Wedgewood r- r TOTAL (Separate Check for Leron Heights t150.Ow, -2 50 (br/1214P) to'sj S, 00 l jnfie t TM1 � ql •� 7 .AY 7 w PERMIT PLAN CHECK # BUILDING RECEIPT N4MF:Al, rr"iA� % vc'/ ��Jr.` _, u ,'=;,;�r+/C DATE: 1,2 ADDRESS 6 LOT # 6 SUBDIVISION NAME: ACCs. # DESCRIPTION AMOUNT �Cwiu/ 10-432 Building Permit Fees 1 10--431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees �•� e 10-230-501. State Building Tax 10-433 Plane Check Fee ,7/' -5 30-443 Sewer Connegtion (20X) egg-�r9�� CCcs�-399s;� 30-202 Sewer Connection (80X) -r ,rjj 2��J 30-444 Sewer Inspection 51-448 St eet System Dev. Charge SDC)J S %b; 52-449-610 Parks I System Dev. Charge (PDC) 4 52--449-620 Parka II System Dev. Charge (PDC) 31-450 Storm Drainage System Dev: Chrg (SSDC) 10-230-505 TRFD (95x) s •��/ ` s'`h 10-435 MFD (5%) 10-230-.506 Washington County Fire #1 (95X) 10-435 Washington Coonty Fire #1 (5%) s 10-220 Amart/Wedgewood S TOTALLy p - v (Separate Check for Leron Heights $150.00). 3 (br/1214P) =-Lg14' P, = l co Cho. oo s w Ar PERMIT A PLAN CHECK J BUILDING RECEIPT NAE �/� � DAM' ADDRESS & LOT & SUBDIVISION NAME: /7 ) ,. ./'. ACCT. i DESMIPTION AMOUNT 10-432 Building Permit Fees `s 10-431-600 Plumbing Permit Fees 10-431-601_ Mechanical Permit Fees 10-230-501 State Building Tax (5%) 10-433 Plana Check Fee g i 30-441 Sewer Connection (20%) 30--202 .Sewer Connection (80X) � 30-444 Sewer Inspection 3 5 51-448 St eet Syptem Dev. Chatge (SDC) 52-1,49-610 Parka I System Dev. Charge (PDC) 52.-449-620 Parka II System Dev. Charge (PDC) 3 V 31-450 Storm Drainage System Dev. Chrg (SSDC) $ - 10-230-505 TRFD (95x) Q,C�,2h s c- L 10-435 TRFD (5X) 4 2 q1 10--230--506 Washington County Fire #1 (95X) � 10-435 Washington County Fire N1. (5%) 10•-220 Amart/Wedgewood TOTAL - 6116 (91 G;J (Separate Check for Leron Heigh-cs $150.00). �?, y-5 9. 0-5 (br/1214P) i i CITYOFTIVA- RD No. 27770 13125 S.W. HALL BLVD. / '] RC OX 23397 Date TIGAHD,OR 97223 Name Address Lot BlocklMep Sul CglvlsionlAddresg,-� Permit #'s Bldg. Plumb Cash Check Sewer Other Other Rec. Br Acct. No. Description Amount 10.432 Building Permit Fees 10.431-600 Plumbing Permit Fees — 10-431-601 Mechanical Permit Fees 10.230.501 State Bldg. Tax ' 10.433 Plans Check Foe 30.443 Sewer Connection 30.44A Sewer Inspection 51.448 Street Syst. Dev. Charge__ 52.449.610 Parks I Syst. Dev. Charge 52.449.620 Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax 10-434 Alarm Permit _ 10-227 Bail 10-455- Fines - TrafficlMisdlParking 10-230- CPTA TrafficlMisdlVic. Asst. 10.456 Indigent Defense 30.122-401 Sewer ServicelUSA 30-122-402 Sewer ServicelCity 30% i—___ 30.123 Sewer Sevice!City Maint_ 30.125 Unmatched 31.124 Storm Drainage 40-475 Bancroft Prin. Pymt. �- f 40471 Bancroft Int. Pymt. — ----------- ---- TOTAL -� i DST. i Construction/n.,F[wMoru&Related Tests Carlson Testing, Ince _ P.O.Box 23814 7 x lin 1 Tigard,0iogon 97223 REPORT Of -TEST SPECIMENS Phone(503)684.3460 11 -1 HI Cl'-3V9 11c,t nt i t Nu Uote Molded: ____.— ., 19 Job No. ____ (;hent: Mercury 0ove!olm1e111. Ctttnprtny __- - ----- --- Project: 1 i(lard EaA 5holtp 1 W) Center' Address -- Cigard, Oregon - R K 11 Const.ruc:t t on Sub Contractor: -- - Contractor: _ Concrete Supplier: Joh Mix Tru— k No. — Ticl et No. ---- Cost B _ 11• O'Connor, _ Test Time: — load No. —_ Cloud 55 35 Weather: _ Y _ —_ Temp. High: . Temp. low: 6 1 i ne G to 13. location of Placement: — _Cu. Yds. __ Concrete Temp: l_000 PSI ® _ 28 days Slump ._ Cerumen' Tyrie --- —_- Strength Requ-rernenf: — Mix No./No. Seeks —. _ lir Content _ _ Max. Aggregate Brand: Admix. kmount: Brand: _- - Admix. Amount: _ _. -- —' Area Unit Report Set Tert g Register Date Date Unit Load PSI No. No. Days Number Recd _ Test wt. - 1 1 8619 12-3 12 - 9 x ,983.4 ?, 14 1500 7 —_ 2H 8618 12-3 17 -30 8,780.2 '1' 14 2800 21 -- 28 8618 r I 12-3 12 -30 9,200.2 3. 14 2930 21 m (. it.y of I Irlal11 111(1q. I)mml I'mettt. Remarks: — — TTT't'TTTTC-f'T"— -----------.—..——_ I:m m h,1rm1 i hnt,lnn � �s�;ot. lnh (111.1. rr CtncfntYion frnpa.tion(C Hr LurA 7iaf Car tson "Testing, enc• ,_ -- _ PO.80■23014 h K ' ' I [M( I i'I t' regard,Oregon 97223 REPORI Of - —._.____-_. _ . -TEST SPECIMENS Phone(503)684-3460 I l I CI' .31W9 — Net m I t No. Job No _ Dote Molded 39 - }3 Client: __ Mercury De'vel I nlnuent. Cnm(tan•y _ -- - Protect . I ittard Fall. Shftttttin(t Center --- --- --"-"— Address: --f igard Oregon __---_ Contractor: - 12 K 11 ConsLrucl ton Co. __ Sub Contractor: _— Concrete Supplier: Ross Island _ Truck No. 1.3 Ticket No. _ "/146.t)80 Load No. oa1 Cast B l3• O'Connor Test Time: __ l — _ y' — — C I oudy Temp. High: Temp. Low: Weather; Stem walls For loading dock area. _ _- location of Placement: --- -- - Cu. Yds. _ Concrete Temp: _ - ____ •� Strength Requirement: •3000 -_ PSI (a . "'8 days Slump 4 Type Cement T e Mix #300013 _____ Max. Aggregate--__3/4" - Mix No./No. Sacks Air Content Admix. Amount: Brand: Admix. Amount: Brand: Total_ Areo Unit Report EN et Test® Register Date Date Unit Load PSI No. o. Days Number Recd Test _ l 8611 12-3 12 - 9 19,358 28.21 2810 6 ?8 8611 12-3 12_ -30 135,240 2.8.2.1 4780 20 28 8Ei11 17-3 12 --30 132,590 28.11 4690 20 --- __ - — 1-1-fi I+{ iry t-ritr-t"irr, ' 1,'I 1 .11 it ConitnuYion fnsprtYinn(F!(claret!Tests CZrlsoa� Testing, Itic. REPORT of t' I'' I +InI t I't t' PO Hot 23814 TL')I ' I'f I'.,: NS_ Tigard,Oregon 97223 Phone(503)684.3460 Date Molded 19 __.13L— Jotj No. ..)�--�1�.'_� I'1lr m I t Nn Client: --- _Mil, cury_..11►wi!-W>Jtu:r>.L..L'nuuianv ._.__ Project: Citku:lLL:�.:Lsli►surl t n�� ('r,tsLu____ Address: -- Contractor. Sub Contractor: Concrete Supplier -- _ Truck No. 4_ Ticket No, — Cast By: Test Time: -- load No. Weather: C I otld.y I.I —, — Temp. High: — .» Temp. low: Location a(PlaCement: 117o In{T 38(G_I4) and G(3.8-6) , _ —�� Cu. Yds. 1 _.Concrete Temp. Strength Requirement: 3Q00__ PSI — days Slump _—_—Cement Type Mix No./No. ;locks _ Air Content Max, Aggregate .4,44— Admix. 44—Admix. Amount• _ _ Brand: Admix. Amount: Brand: Set No Test l� Register Dore r Dote—r UnitTotal Unit=1ep { Days Number Recd Test Wt, load Area PSI I H��HH 17-1 1l - 1 ' 2H — HSRh 1 18, 17U 4180 I 17 ---+—-- — _ HSH8 1>-1 17 -lti Il -- __ `i,7_1Cl 7H,ll 40$0 17 ,. II 1 lul•.' I •111 t1.1• il+ 1111 f ; rl I.t LIII+ I+I ;+ 1. , i ,'i .1tui 'Ill:+lit .1 I I � Ir I 1 I i II'.+r•- .1111' rualatilt &V A04� &kt P.O. BOX 127•TUALAT!N, ORFGON 97062 44 ' r November 30, 1987 R & 11 Construction 338 N.W. 5th Portland. OR 97228 Gentlemen: RE: Foed Connection Tigard East Association 11500 s.W. Pacific Highway A fire and life safety plan review was conducted on the above- captioned project for compliance with they 1985 editions of the Unif.)rm Building Code (UBC) , Uniform Mechanical Code (UMC), ►110 Uniform Fire Code (UFC) as amended by Tualatin Rural Firs: Protee- tiuu Distri(. t 's Ordinance 86-5. 1. Second Floor Storage: A letter from the Owner/operator (of this grocery store is required stating that they are understanding that storage area 02 is to be used for storage and is not to he used f«r an employee lunchroom. This requirement is in lieu )f a second exit. from the second floor area due to the potential occupatlt lonO that can be generated for lunchroom areas. (UBC Sec. 501 and 302(b)) 2. Front Door Exit System: Provide this office with a plan for the grocery cart storage and retention system located in the front entry lobby. It has been the experience of this plan reviewer that. where grocery carts are stored or returned to areas such as designed on theso plans that Lhe grocery carts are either left or roll ]tit(, exit way :systems. In accordance with both the Building Code and the Fire C(.-de, exit waY systems shall be innintained clear and free at all times. , where. '.f such a1 system cannot he designed, them 5i.otage of grvt:Pr>' carts shall be else- (UBC Spec. 3101(h) net. of Exit ; C►FC Articler 12) 3. Number of Exits Required: Occupant load calculated for this huil(!n is over 1000 requiring not less than three exits. These exits s11.,11 be qually spaced ars:-jnd the stt.ire ur the main 3hopning areea of the store. Me main R & H Construction November 30. 1987 Page 2 (entrance) can only be considered as one because of the closeness of the two openings. Add at least one addi- tional exit. preferably on the south side of the struct.ute. (UBC: Sec. 3303) 4. Floor Plans: Provide this office with floor plans show- ing .here exit signs and emergency illutnitaation equtpiriertt is to be installed and a description on how these devices are to be puwered. With over 1000 People in this struc- ture, both exit signs and emergency illumination requi.r(i two separate sources of power. (UBC Sec. 3313 and 3314 ; UBC Sec 302(!x)) 5. Emergency Power Diagram: Provide this office with a diagram of the em�,r> eney lighting and ttlarrn power tatp- In to the main electrical system. (URC 302(b)) 0. Fire-Resistive Wall : Scupper through the indicated 2- hour fire resi.;tivc wall -ah(.awn on sheet 5-A, elevation D/A5 east elevation is not .allowed. An assumed property line is being est.at,lished between this structure and the adjacent proper.t> (Bi.-Kart). As this structure is of t'-N construction. Uniform Building Code Table 5-A comes into play. This table does lot. allow openings in walls that etre 5 feet Car closer to a larot,elty lince. (LBC Ser_. 304) 7 , Fire Resistiveness oaf Exterior Wall.: Expansion joints in 2-hour fire walls shown on sheet 5-A, elevatton D/A5 east elevation shall he of not less than 1-hour fire re5tstivet ass(!mblies. (See rommentary in the above item. ) Table 5-A requires 1-hour F.11-e resistive assemblies with- in 20 fet-t cif a propel ty line. pl.jq'irle this (-off ice with documentation that expansion j(.1ints (c(mtrolled joint.;) will lie these reyuiretnetlts or show as listed sy!-A.ent that meet the requirements of Table 5-A. A. Automatic Doors: Provide d(n.umentatiun that aautorliati(: i.liding doors cumply with Untfotm Buil(Ang Code Standard 33-1. (UAC Ser.. 3304(8) and UBC Sec. 302(b)) �. Trash Chute D-urs: i'rurars 07 :and 8 shall be of not less than 1-1►our fire resistive assemblies (UPC 1706(c)) and shall be either automatic or self.-(:losing assemblies. R & H Construction November 30. 1987 Page 3 10. Exterior Exit Door: Hardware for the exterior doors and key- operated deadlocks may be permitted where there is a sign posted on or over the door reading. "THIS DOOR MUST REMAIN 1'NLOCFED DURING BUSINESS HOURS" in letters not. less 1.11811 one hich in height un a cuuti:asting background. (UBC Set_ . 3,104) NOTE: P1eFa,ie verify that door 06 complies with the above item. 11. View Panels in Doors: View panels of nut less than 200 square iti(lles shall be installed in doutrle-acting doors. Doors Noted un plans are 018, 19, 20, and 22. (UEC Sec. 3304(b)) 12. Refri,Ueratlon Machinery Room: Please verify the need for a. iu:.1i,ilinrery rr•un► .as requited in Uniform Corle Sec, 1505 or 1506. Verify this tired with this office. T neode(1, plenst! sul+mit details (,lt:awings and slit-c•i f i+•:+t ions) for the requirements of said machfitery roum to this +,ffil:e for re- vi,w ::lnd appLUVal. (t.T1C i;hapt.er 1,5: l'MC Sec. 302(b)) li. Fire Department Connection 1,ocat.iort: Fire department. cuunEc- tion shall L+_ located within 70 feet of ,ln appt+.+ved rite hydrant nssembl\ and so that dri\ iug surfaces :are Plot blocked when hoses it:tetcunnect th? two above apt-11:4nc?s And fire engine. (t�FC Sec. 10.301(c) amended by TRFPD Ordinanr.e 86-5; UBC Se( . 3801(b)) 14 , Supervision of Valves: Vial,.-es in ,+i is controlling water ,�upplv to ouLamatic sprinkler system shall be stip�,rvised by :in :approved central st:►tion monitoring facility a5 wo•11. as Later flow. (UBC Sec.. 3806) 15. Automatic Sprinkler UnderUruund: Underground for automatic sprinkler system shall he instHlled, tested, end f1+:shed in accordance with National Fire Protection Ass+irintiou St:+n( ard 2/4 . Testing shell he curiduc-ted with open JrAtit s :and a memhe►: of this department shall he notified f.t:r t+itill?-.sing. Test results shall be submitted to this offive on furms found in 1.1FPA. Standard 24 . Please gine 24-iu,ut notice prier to testing. `TRFPD Ordinance 86- ,) R & H Construction November 30, 1987 Pane 4 1G. Firestupping: In .all wood-framed walls anti partitions, fire- stopping consis•tirtg of 2-inch numW.illy-Sized lumber tit other approved materials must he installed at all floorand t:eiling levels;. Penetrations in this prescribed firesttepping to accommodate airing, plumbing. and uther si.ml.lar utility runs must he picked with noncombustible materials io an approved manner so :as to prevent. the passnge of flame. (UBC Se... 2516) 17. Insulation Fl,.tnte Spread: The insulnti.on. ine:luding breather papers .and vapor irarri.er s whie_h rarry not 11'1 cretttact with the upper surface of the ceiling and under surface of rile floor, as Qi,! L-;i%e wad he. must have a flame spread rating of r►r,t to e%ceed 25 11111 a smoke development glass i f iration of not ;ttr:,tet than 450 as me :+sur ed on the St ein,:�t TurrnFr] Tc:st sccilt: teCe!rre:el tv as UBC St.indat'd No. 42-1 . i 1'BC See.. 1'11) IS. Mecham i c:t l Plaits Rt!yu i r•ed: Plans refer red to ;and examinees by this offiic :rent:tined no lel:ans fret hent inu or coir culldit iean- ing systems. U1114:s•, elr.,,-tric hnseho:atd hea.et is onevloy-11, ct.impletet mechnnicnl system plans for the HVAC eyniprrresnt and dut.t work must be submitted ti, and ,epprv\ed b% thi.,s ( f f i, t pr iur to 1nsta31.lat ion. (UMC Sec. 302) NOTE: This will include :►].1 Iterating plans nne:l i•efti;eraaticrn plans and their specif icat i cont.. 19. Mechanie:•al Equipment Appr.uval: All. heat producing and elr:e:tt i:al equipment and appliance, installed in curtjw'tc•- t ion with the construe:t bin r%r ocrupaan%• of this profit- 't must be approved by Undetwriters t.Hburatt+ti.es, In:. nt r,ther nertion111y recognized testing agrrt,:y and hist-rillod in accutdanue with the testing .agency's spec•iticrsatiolls. (UMC Sec. 501.) 20. Address Required: The tena.tnt sprite, number must he prom- irteutls displayed on the street front Whet it. is readil> visible to dril.er's and officers of re,laotiding fire nlepara+ties and rather etnurt,et►cy vehicles. (ttF(.' Sec. 10.280) 21 . Fire Extinguisher Requirements: Mk:et less than one (1) ,apprt,ved fire extinguishe-r(s) with rating of not less than 2AlOB:C shall be provided ft,r onelt 1500 square feet t f fleeur :area ut frael.i011 thereof. The travel distatice to ;..in estingui,.het from ;arty pt,rtittn of the building Shall not rxc r•ed i 5 CeN[ . (UFC Standard 10-1) R & H GonstruCtiorl November 30, 1987 Page 5 22. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. N.o t less than Three sets of plans for the installation shall be submitted to this office for approval prior to insr_allation. 23. approved Plans on Job Site: One set of approves' plans bear- int; the stamps of the Tigard Building Department and this office must be maintained on the prtaject cite thruughout all phases of construction and must be made available to build- ing and fire ittspecturs for referent:e during regt►ired t-on- stluction inspectiur►s. (IJBC Sec. 303) 24. ins et:ti.ons Required: Inspectil:►n and approval of construc- tion by to represeutativr of this office is required: (a) t,rior to the cover of any new fr:tmintr, elements following the instaLlat ion of •111 utiliLy tuns which will Ise co"c•ealed within t::til and partition caviL•ies; (b) upon t:ompl"tion of t.cnlst ruc't i oil atil pl'iut (t., ut ruponr.y c,f the t erv.4n( space. NBC Sec. 305) 25. CprtificcaLe of Occ•up:.,ncy Required: pr'iu► to the use and t,t'Cupatl.y t+f the prt:,je(A (cpN,:a,) t ti certifit:mp of t►c tl- I):.)ni:y ul )t.h'!1 written instrument if opprtivstl must be obtained flt,m the (:it.\' of Tigard Buil(l'iag Depattment.. (IJBC Sec.. :107) SPECIAL NOTICE: T►E\ ATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY-APPROVED PLANS DURI.%G THE COURSE OF CONSTRPC f T ON. EXCL.uS I\'E OI' THOSE NEUSSARY TO Ct7MPLY WITH FIVE SAFETY REQUIREMENTS AS LTtiTE'.0 HERETN. ARF pROHI.BITI D WITHOUT THE WRITTEN AUTHORI7ATION of THF WASHINGTON c;OUNTY BUILDING DEPARTMENT AND T.HTS OFFICE.. If 1f +r►> fol tile, a8sistatlt;e to �t,n. i,lease feel ftet� Ccs t•aII me at 649-8577. S inC etely. ;'UALATiN RURAL UIRF PROTECTION tiViTRIC"t lit•IIE' B1►::l'till BuiIdin; itff it: i.tl C,CO., , , Tigard H10:•. U-tit . Permit No. 5P 165-87 CITY OF 1IGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: _ Tigard East-- 13500 Std Pacif;c ,Wy ZONING:C--G _, NAME OF COMPANY: Food Connection APPLICANVAGENT: Steve McDonald, Security Signs 232-4172 —_ The City of Tigard imposes an annual Business Tax which must be kept current on al] persons doing business in the City. Do you presently have a current Business Tax? __ Yes PROPOSED SIGN: PERMANENT' (xx)o FREESTANDING ( ) TEMPORARY ( ) WALL (XXx) BILLBOARD ( ) SIGN DIMENSIONS: TOTAL SIGN AREA (Sq. ft.) : WALL AREA (Sq. ft.): 4000 sg. ft. HEIGHT (ft): NA PROJECTION: _ N/A _ IL;..UMINATION: YES ( xx) NO ( ) COPY: Food Connection _ ---- —- MATERIALS: plastic facingL Channelume _ EXISTING SIGNS: none — OTHER PERMITS REQUIRED: YES ( ) NO (xx ) — COMMENTS: willqo on west side PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee: 35.00 — scale drawing and plot plan. if work Receipt No. :�� �_ authorized order a sign permit has not been Approved B�__�g—_�.— completed within ninety days after the Date: 11/�g/B7 issuance of the permit, the perciit shall become null and void. I CERTIFY/THAT I AM THC RECORDED OWNER OF THE PROPERTY OR AN AGENT" AUT'TORT.ZED BY THE OWNER. - Applicant' s Signature Address �^r,._ � , Telephone nAS�bs6'1_ Permit No. '1 CITY OF IIGARD SIGN PERMIT' APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. G (}Y SIGN LOCATION ADURFSS: 7 i ZONING. NAME OF COMPANY: APPLICANT/AGENT: The City of Tigard imposes an arinual Business Tax which must be kept current on all persons doingb sines!, in the City. Do you presently have a current Business Tax? — PROPOSED SIGN: PLRMANENT ( ` ) FRLESTANOING ( ) TEMPORARY ( ) WALL BILLBOARD ( ) SIGN DIMENSIONS: TOTAL SIGN ARLA (Sq. WALL AREA (Sq. ft.); HEIGHT (ft) : PROJr:CT ION: k,YA ILLI -NATION: YES s, NO ( ) COPY: MATERIALS: EXISTING SIGNS: OTHF..R PERMITS RFQUIRED; YES ( ) NO COMMENTS: PLANNING UEPARTMENT All sign permits must be accompanied by a Permit Fee: .[, scale drawing and plot plan. If work Recei t No. : authorized under a sign permit has not been ApQroved By: completed within ninety days after the Date. 5;' issuance of the permit, the permit shall become null and void. I CERTIFY THAI I AM THE RECORDED OWNER OF THE PROPERTY OR AN AGENT AUT14ORIZED BY TILE OWNER. Applicant' s Signature Address Telephot% F- FO D CONNEC i[ON - _ lAl FRONT E:LIV. S F 71-41' X 39' WALL SIGN LETTERS: 40" RED CHNLUME #2 ,CCS WITH 5" BRONZE; SID DETAIL: GREEN CHNLUME #210 WITH 5" BRONZE SID LIGHTING: TRANSF. I - LETTER `7j�\ }� .��� 30 MA RED & GREEN BOX ''� O c .o IANEON SECURI '- 1. 1� FOOD CON k TIGARD,O DETAIL , � 87-211 10-16- i fQ�U CONNEC i ION.____ j r _FRONT ELEV Si F WALL SI��iJ UTTERS: \ 40" RI;1] CHNLUME #2753 WITH 5" BRONZE SIDES DETAIL: GREEN CHNLUME #2108 j? a� WITH 5" BRONZE SIDES �� LIGHTING: c• rO 30 MA [ZED & GRLLN NEON ');R A, I 10 SECURI-TY SIGNS FOOD CONNECTION -rIGARD,OREG0N 87—21 1 10-16-87 SiM 00 Cnn+tnutiou In..+IK•.rian K• ►Zelatrd 7i•+r.+ Carlson Testing, Inc. rO Box 23814 h X 17 Concrete Tigard,Oregon 37.23 REPORT OF TEST SPECIMENS Phone t503I684-3460 Date Molded: _-- ' 1 -l4 , 19 I"31 Job No. _rh-3r'I�3 f t�rtrn t. No.. Client. - Ntercury DWvtr l rtpmenL Cant{t,+ny -_------____--- ----- Project: Tigard E.a,t. - Address: T i g ted Orpgoo --- --- Contractor: R K II Co. Sub Contractor: — Concrete S,rpplier: Poss k l and Truck 1hJo. 1b Ticket No. 1-4,16351 Cast By: H. I'aysnr) _ Tost Time: Load No. . 1 —. ,httwcrs Wetither. ;emp High: _ Temp. Low: I-i ne G, 1 .5 to :3 and I nad i no drtrle area dart i a 1 . Location of Placement: --- 't Cu. Yds. _ — Concrete Temp: -- Strength Pequirement: �. 3000 _PSI (2_____doy%Slump_.-3�L Cement Type _ Mix No./No. Socks—_ 'I t X .30001 Air Content _ Max. Aggregate Admix. Amount; _ Brand: Admix. Amount: . Brand: — Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 1 855 11-l5 17 - 1 96,464 1H.I1 3410 4 -V 132,750 /8 1 4700 14 136260 7H 4820 14 - I Remarks (: t I y fit I I i t.t x-11 — if n f2ich�trtl I hmrinn K /1;:tt . rTr`-1'ITZT+7TT'�1,*1 1 ' t14,( i i(..tt I II , , R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 223-t�iB6 4440 SW CORBETT.SUITE 201.PORTLAND,OREGON 97201 1C--'03j LICENSED P.E. November 23, 1987 AR ONA 1 1 :30 A.M. CALIFORNIA COLORADO IDAHO OREGONEHMAPJP!-KLAS ASSOC I Al ES TEXAS Tl] WAF9HINGTON FROM: Robert A. Walker SUBJECT: FIELD REPORT/T16ARD MARKET PLACE FOOD CONNE'-'TION STORE ITEM #1 : ith occasional showers and Cool ; Weather is overcast w temperature is about 45 degrees. , ITEM ##Z site are � or_kad w3 th I-urbs installed Building pad and the and asphalt being pl�acerJ . Abut 3/4 's o continuous Perimeter footYngs have been poureron the . building , however nn interior footing' are in. ITEM ##3: Currently the footings for the back load°fn9h�°►ebaalis are being formed and about Ihalf in the bottom of installed . Gravel has been p the footings and compacted to provide a gook working surface. The steel installed was held with the proper tietladeAuatelY clearances off the grade and is being oundationS to a center form. The dowels from the 5paG�ngland previously poured appeared to by of proper- held in qood alignment . ITEM N4: ears to be of good At this point all concrete work app quality . RAW cc : R & H Construction/Wayf Gr1'y sr- L;.1 v ui •��Mt� r nS�r1r R.A. WALKER ENGINEERING STRUCTURAL CONSULTANT 414413 SW COI-41 IF TT. SUITE 201, PORTLAND, OREGON 97201 150311223-015355 Job -T - Job No. Date TrL:Insmitted to Rhone 0 with Conference 0 with Field 0 with Memo 0 to Subject: J1,E:'C ---MAIO P5,j Ago .7 44a"CAl � ffe Z*- 00ir Al 7987 DiBtribution: ­ ANN A By .�F wsr W4A qw gar Aa w wR xer Connmedoe lespecdon R Related Teats Carlson Testing, Inc. 6 x i7 Conrret.e P.O.Box 23814 REPORT OF TEST SPECIMENS TnQard,Oregon 97223 -- --- Phone(51,3)1164.3460 Date Molded: 1 1 -?0 , 19 F31 Job No. CP-3529 Permit No. Client: _ Mercury Deve i opment. Company Proiect: _ T i yard Last. Shopping Center Address: . I igard Oregon _ Contractor: Il K 11 Construc t.i on C(). Sub Contractor: — Concrete Supplier: Po'`!•; Island Truck No. 19 Ticket No. T-446283 Cart By: 11. Payson Test Time: __load No. C 1 milfy 60 40 Weather: Temp. High: Temp. low: — t not,i nyy, ll I o G nn 1 and G, 1 l.o 1 Location of Placement: — ------ c1 — Cu. Yds. —_ Concrete Temp: Streng!k Req-.-:rement: _ 3000 PSI ® ?H —doy.Slump Cement Type Mix No./No. Socks__— Mix #300011 Air Centert—� Max. Aggregate— 314 Admix, Amount: Brand: Admix. At ___ Brand: - set Test aRegister Date Date _ Unit Total Area Unit Report No. _Days _Number Recd Test Wt. Load PSI No. _ 1 1 8531 11-?3 11 -? 1 56,537 28.21 2000 3 F3 - 8531 117,420 28.l_ l 4150 12 - -- 7t1 85 113,650 ?.8.27 4020 12 Remarks: cc: Cit.y of Tigard K It 11 WM71tl 11F t.i off MI. ... kirhav-d r hmann K A`;sov Inspected re-bar prior to placement of concrete aril found all to conform to plans and specifications in Hie above refecancerl location. Construction Inspection&Related Testis Carlson T'csting, Inco P.O.Box 238+4 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)N4-3460 Dote Molded: 11 -19 ' 19 H Job No. CP-352`9 Herrn►t Nu._ Client: — Murcury Development. Company - - -- Project: t iUard Cast. ShoppinO Center — Address- Contractor: ddress Contractor: k K H Con!;,., uc L ion ('.o. Sub Contractor: Concrete Supplier: kn5s I s 1 and Truck No. 1_ — Ticket Nr. ,_(=4462?? Test Time __— load No. _ 1 Cast By: C.M. Yur.kert. —_ -- A(1 OVr�rc�'• Temp. High: Temp. low: Weather: — f o n(1s i i nes A (a 1 I ) , f3 ( 1-3) and 1 (D-6) ____---------_.-- _—. Location of Placement: t ) Cu. Yds. — Concrete Temp: --_ 3000 051 ®_ ��k1 daysSfump Cement Type _ Strength Requirement: -- --- Mix No./No. Sacks x 0,3000H Air Content Max. Aggregate. 1�A _ ----- Brand: Admix. Amount: — Brand: Admix. Amount: _ _ — Set lest Register Dote T Date - Unit Total Area I Unit Report ---t}} PSI flu. _No. Days Number Recd Test Wt. Load � 2'740 ' 1� Hr►29 t ,, '17,479 H., 1 —_ i'H H!,29 t 1 ;'t t 11 121,360 2H.-' 1 4?y0 10 290 4 0 7H H5l9 1 ' -2Q l2 -i 1 119,299 _11 �01 - -- C I ty of i iilat-d Remarks: _ -�r►rr►*►-t,t r.�*trrfr•+rt--,rt . A 'P i Construction Inslxrtinn R Re/fired Tests tin Carlson Tes g, Inc P.O.Box 23814 6 X l7 Conct oLo ngerd,Oregon 97223 REPORT OF E,, _PECIMENS Phone 1503►684.3460 1 1 1 tt Job No. , A 1 l,!'-3579 1'o rm i t. NO— Date _- Date Molded: _ 1l,!'-3579 Cheng . Mur cury UevP I ot-nnwnt Company _ Project: Tigard CflSt 5h01tt1112 rt CPnt.nl ____-.------ I Address: l i ga-d Ore( on ------ Contractor: R K H Constt-110 inrr CI). — Sub Contractor: --- r Ticket No. 1-4461156 Ross 1 s I,1nti Truck No. Concrete Supplier. - --- Cost By: — C.M. uckt?r't. Test Time: Load No —_— Uv r Tem low: — Weather! — Temp. High: __—_. p --- H-1tnP footings. Location of Placement: ._— — — — Cu. Yds. -- --Concrete Temp: Strength Requirement: 3000 PSI 0 - ` tt __doysSlump Cement Type MIlx a 10,00t' Max. Aggregate .3/,A Mix No./No. Socks Air Content --_ --- Admix. Amount. --_ Brand: _ Admix. Amount: _ _ __Brand. Set Test ®—T Register 'Date Date TUn t Total Area----Unit Report No. Days Number Recd Test Wt_ Load i 56,554 7H.71 2000 1 103,860 It2 .71 3670 9 105,728 '�Z I 3740 9`� t I Remarks: — :T f-rr—---- --- -- — ,.t, it hvn,vi,i il. T it .Job `i to CITY OF TIG�4RD No. 26901 13125 S.W. HALL BLVD. ���'/ l ` ' r'.0. BOX 23397 Date!L!L1_ LI- f TIGARD,OR 97223 Name Address "- i Lot Block/Map SubdiylslonlAtdrese Permit M's Bldg. ��;�yp Pi K umb Cash Check Sewer Other Other Rec. By I Acct. No. _ Description — mount 10.432 !Lu ildin Permit Fees 10.431.600 Plumbing Permit Fees _ 1_0.431-601 Mechanical Permit Fees - - 10.230.501 State Bldg. Tax �� F 10.433-�Plans Check Fee 30-443 Sewer Connection 30.444 Sewer Inspection 51.448 Street Syst. Dev. Charge 52-449.610 Parks I Syst. Dev. Charge 52-449.620 Parks II Syst. Dev. Charge 1.450 -Storm Drainage Syst. Dev. Charge_ 3 �`- 10.4300 Business Tax '- 10.434_�. Alarm Permit 10.227 Bail -- 10.455- Fines . rratllclMisd/Parking 10 230 CPTA TratticlMisd/Vic. Asst. 10.456 �- Indigent Detense� 5-0-122-4-0-1 Sswer ServlcelUSA --- 30.122.402 Sewer Service/City 30% V123 Sewer SevicelClty Malnt. +"- 30 125 31.124 --- Storm Drainage40-475 Bancro�n. Pymt� 40.471 Bancro 1 Int. Pymt. ., FILE COPY Tr C17YOF T 1 CARD � � eco C17YOFTION; COMMUNITY DEVELOPMENT DEPARTMENT DATF' ISSUEPt 13125 S.W Hall Blvd.P O.Box 23397.Tigard.Oregon 97221.(.503)6394175 PF I M.PM T.NO. JOB ADDPESSt 135009W PACIFIC HWY TAX MAP/LOT 2S1 i'C81i00 SUFI LTi LAND USEll co LOT SIZE: VALUATION: $ 30,000 SETR ACk'S FP014T i PFAPt 50'1 WORK CLASSI NEW DWELL.LINITSe LEF'r, RIGHTi 4" USE TYPE COMMERCIAL NO. SEDRO'jMSI; EXT. WALL_ CONSTs CONST. 'TYPE v VIN NO. BATHS It Nt St F t Wt OCCUP.6RP. 1 82 PROT.OPENINGS3 OCCUP. LOAD Nt TOTAL AREAL 40644 NO. STOPIESt I ISTS 40644 ROOF CONSTe FIRE PET'7' HEIGHTS 2NDIf APEA SEPAP-' PATEDi BASEMENT"' 3RDI OCCUP. SEPAP 7' RATEDe MEZZANIME' BASEM'T FLOOR LOADs GARAGE FIRE SF'PPLP' AL.A PM"' EAT TYPEe HDCP.ACCESS'�' FLOW(GPM) DETECT CORP PLAN CHECK BY PEMARi!Sr found only "Food Conniaction" HEISSUE OF NO. LAS'7 REISSUE FEESr F 0i turvo W 1"Ut-t I*rid PERH I I N P 0 Pay 5303 PLAN REVIEW R E Portland FIRE DEPT 1177,20 PHONE (50'3) 223-211.18 STATE TAX $9. 63 OTHER CDEVELOPMENT CHARGE51 0 (704SPLIC T ION R AND H SDC (STOPM) N P 0410 H CONSTUCTION SDC(STPKFT) T R P 0 BOX 54011 PDC (# A par-t I And OR 97228 PREPAID C T PHONE 22181-7177 0 PEGISTPATION NO. P H R TOTAL i RECEIPT NO. This permit is issued subject to the regulations contained In Title 14 ————————----_— of -----of the TMC. State of Oregon Specialty Codes.zoning regulations REQUIRED INSPECTIONS A/0- 'LC'*71- and all other applicable codes and ordinances. and it is hereby FOUNDATION WALL agreed that the work will be done In accordance with the plans and FOOTING gr i4d, specifications and in compliance with all applicable codes and ordinances. The issuance of this permit does not waive restrictive SLAB covenants Contractor and subcontractors shall have current city F;WI3-0�0 40 k&A business tax permits This permit will expire and become null and void if work is not started within 180 days or if work is suspended or abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved. Permittee Siqnatuie issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CrIYOF TWARD OREGON i!f November 4, .1.987 •y r/�'�in. •- ice^ Mr. Dave Zimel / MercUty Development 338 NW 5th Avenue y, _.--- Portland, OR 97228 �`� .f Re: Tigard Market Place "Food Connection" 13500 SW Pacific Highway Dear Mr. Zi.mel: A plan review has been conducted for the "Foundation Only" permit on the above referenced project. The following shall apply: 1. All reinforcing steel shall be tied In place. 2. Approval of footings and foundations is not a guarantee of approval for the entire project. 3. Concrete tenting shall be provided as per UBC Section 2604(c), , Submit test reports to this office. 4. Assumed evil bearing value is 1500 P.S.F. Designs in excess of assumed value shall require a report prepared by a registered engineer verifying the soil bearing capacity. If you have any questions, please call me at 639-4171 . \� Sincerely, Brad Roast Building Official -� cs/1646D l 05 13125 SW Hall Blvd .PC) Box 23397,Tigard,OregM 223 (503)639-4171 i I CITYO* TIVARD No. 26799 i 13125 S.W. HALL BLVD. P.O. BOX 23397 pate [�`1L .2 �Z1 TIGARD,OR 97223 Name Address Lot BiocklMap Subdivision/Address Permit M's Bldg. plumb CashT , Check Sewer _-- --- —- ether i��___ Other -� Rec. By Acct. Nu. _ Description Amount 14432 Building Permit Fees 10-431.600 Plumbing Permit Fees 10.431-601 Mechanical Permit Fees _ 10.230.501 State T1 Tax _ 10-43_3 Plans Check Fee Jr X43 Sewer Connection 0-444 _ Sewer Inspection — --__ -�- 5+-448 Street Syst. Dev Charge 52.449.610 Parks I Syst. Dev. Charge____ 52-449 620 Parks 11 Syst. Dev. Charge _ v 31.450_ Storm Drainage Syst. Dev. Charge 10.430, J Business Tax__ _ _-- 10.434 _ Alarm Permit 10.227 Bail -�___---- -- --------- ----- -- 0-459- Fines TrafficlMisd/Parking j 10 230 CPTA TrafficlMisdlVlc. Asst, I 10.456 Indigent Defense 30.122-401 Sewer Service/USA 30-122.402 Sewer Service/City 30% 30.123 Y Sewer Sevice/City Iib aint. 30125 — Unmatched s --- - 31.124 Storm Drainage _40-475_ Bancroft Prin. Pymt.-� _- --� 40 471 _ E`a'croft Int. Pymt. FILE COPY � No. 26783 CITY OF TIIFA RD 13125 BLVD. Date �D � � P.O. BOXOX 23397397 I r TIGARD.OR 97223 �, ) ��/ �'�E'r � Name Address Block/Map Srh _ �dris Bldg. M's /�D Plumb--^ Cash f Permit q Other Other IeG-//-$� Sewer -- — --- - Description A unt —Acct. No.� 10.432 Building Permii Fees — 10-431.600 Plumbing Permit Fees 10.431-601 Mechanical 10-230-501 State Bldg Tax 10-433 Plans Check Fee _ 30 443 Sewer Connection _— 30 444 Sewer Inspection T_—__-_.—__---- 51 448 Street Sys_t Dev. Charge -- - Parks I S st Dev. Charge --- 52.449-610 Y _• _ — 52.449.620 Parks II Syst. Dev. Charge •� 31450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax .__—_. 10.434 Alarm Fermit _ 10.227 :iaH __ 10455- Fines-TrafficlMisdlParking 10.230• CPTA Traff clMisdlVic. 10 456 _- indigent Defense_ 30.122.401 Sewer USAServicel ^ 30-122 402 Sewer ServicelCity 30% — 30.123 Sewerr SevicelCity Maint_ _ 301? Unmatched ---— 31.124 Storm Dra�nz9e - 40 Bancroft Prin. -- - 40 471 Bancroft int— __Pymt mt._ — --- - --------. — -TOTAL I � F!i.L':- COPY m� I i r— No. 26751 CITY WARD OF /- -' 13175 S.W. HALL BLVD. P.C. BOX 23397 Date { TIGARD.OR 97223 I Name Address ----- ` BIooKIMap Subdivision/Address er ssd vF n(- I Lot i � 7 / Ch ck Permit 'A's Bld-- / Plumbr 7 �� l( Gther - Rec. By - Other Sewer-- -- -- ---- Amount Desrription Acct. No. - 10.432 Buildin Permit Fees I 10.431.600 Plumbin Permit Fees - ( 1()431-601 _Mechanical Perini t Fees_..--.---- 10-2.30.501 - 10.433 ___ Plans Check Fee - — 30.443 Sewer Connection _- 30 444 Sewer Inspection 51-448 Street Syst. De:: 7 harge ____-- --- -- - 52449-610 Parks I SysL Uev._Charge__- 1 82.449.620 Parks II Syst. Dev. Charge 31.450 _Storm Drainage Syst. Dev. Charg_ e t10 430 --- Busi- -ie_ _ss Tax --- _-_- -- _ i 10.434 Alarm Permit --- 10 227 Bail— __ ---`- 10 455 Fines -TraHiclMisdlParking 10 230 CPTA TralficfMisdlVic. Asst. 10.456 Indigent Defense 30.122-401 Sew-- er 5ervioelUSA - — 30.122-402 Sewer ServicelCity 309/6 _ I 30.123 � Sewer SevlcelCity M-�- eint. 30.125- -Unmatched ____ -------- -- 31.1 Storm Drainage 40 475^ Bancro t Prin. Pymt.J Ba 40 471 ncroft Int. Pymt._ TOTAL FILE COPY �- C I I �� CITY OF TIGARD BUILDING DEPARTMENT PLAN CHECK NO. : / G • 31 C- PLAN CHECK APPLICATION DATE RECEIVED: !0 �Z 9 r P.O. Box 23397 Tigr.rd OR 97223 PSC DE20SIT PAID: This is to certicy that the attached 3 sets of plans have been submitter `''.r plan check pursuant to the Oregon Structural Code and Fire b Life Safety Code, y c PROPERTY OWNER:�� £)a-�z 7 OWNER'S ADDRESS: — 2 Z d'- /44rc- CONTRACTOR: `� 107 TELEPHONE: _ 6 '�'`�- S'2 2- JOB :OB ADDRESS: 1?SD�� I+a�. f��W� -- LOT NO. 6 MAP: DESCRIPTION OF WORK: )te,,) ^ 12- 1, /-_�� �4�= —/0 GO't.moo 1 Z,h1 Approvals Required SPECIAL NOTES Planning Dept. 5,04Z U Reissue / Engineering Dept. O Flood Plain/Sensitive Lands ja�Fi~e District Q Seater Availability U Other O Other Items Required --- '-' OList of subcontractors OBusiness Tax Calculations OTruss Details 0 Parking Plan 0 Landscape Plan Other CO�WNTS: City of Tigard Building Depattment I CITYMJFTIFARD No. 26733 i 13125 S.W. HALL BLVD. P.O. BOX 23397 pate TIGARD,OR 97223 Name ,4ddress Lot Block/Map- ubdivis�onlAddress - I Permit TVIT Bldg. Plumb Cash Check Sewer Oth�r Other Rec, By Acct No. u� Description Amount 10.432 Building Permit Fees 10.431.600 Plumbin Pg ermit Fees____ 10.431.601 Mechanical Permit Fees 1 10.230.501 State Bldg.Tax— _ _ 10.433 Plans Check Fee 30.443 Sewer Connection' 30 444 Sewer Inspoction 51.446 _ Street Syst. Dey. Charge 52 449 610 Barks l Sysf evharge 52-449 620 Parks II Sysl. Dev. Charg-.i _-- 1 31.450Storm Drainage Syst. Dev. Charge 10.430 Business Tax '-TO—434` Alarm Permit 10.227 Ball 10-455 Fines - TrafflclMledlParking 10-230- - CPTA TrafficlMisdlVic. Asst, — 0.456_.— Indigent Defense 30 122 01 Sewer Service/USA _ 3Q-122 402 SewerervicelCity 30% 1 30.123 Sewer SevicelC1y Maint. _ 30.125 nmatched 31-124 Stora Drainage 4 -475 Bancroft Prr n. Pymt. 40-471 ancrott Int. ymt. I�L -aLO73. .Zo Al I I 1 PERMIT it _ PLAN CHECK # � C 3C- BUILDING RECEIPT n /� lc���� t c • • DArF: Z 8 NAME: ADDRESS & LOT # & SUBDIVISION NAME: I c"�� ( Cr � �+) - ACCT. # DESCRIPTION AMOUNT 10-432 Building Permit Fees 10-43i-600 Plumbing Permit Fees �— - 10-431-601 Mechanical Permit Fees 10-230-501 State Building Tax ( %) 1.0-433 Plans Check Fee 30-443 Sewer Connection (20X) _ -- 30-202 Sewer Connection (80X) 30-444 Sewer Inspection — - 51-448 Street System Dev. Charge (SDC) _— 52-449-610 Parks I System Dev. Charge (PDC) 52--449-620 Parks II System Dev. Charge (PDC) — 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-230-505 TRFD (95X) 10-435 TRFD (5X) 10-230-506 Washington County Fire #1 (95X) 10--435 Washington County Fire #1 (5b) — 10-220 Amart/Wedgewood TOTAL (Separate Check for Leron Heights 1150.00). (br/1214P) S P E C I F I C A T I O N S for FOOD CONNECT I ON - 8 I°19, TIGARD MARKLrP1ACE -jLcatc BI% Pacific `Highway and Park Street IIgard, Oregon �� eA URICNARD C.EH ANN'S c � B AV RUN, ORE. cO� OF 010 ARCH I11,='S JOB NO. 85-31T 23 October 1987 RIUl" C. UHANN & ASSOCIATES AR(1inwr ( 503) 644-4222 6775 S.W. 111th Avenue - Suite 20 Beaverton, Oregon 97005 R. A. WALIT.R ENGI NEERI NG STRUCIURAI, JW;I NFI R (503) 223-0555 NOTICE TO ALL BIDDERS Please rote that the Table of Contents lists all Sections, Char each of the specifications consists of three pants, that paragraph, within each Section are consecutively rarsbered, and that on the last psge of the Section the wards "END OF SECTION' appear. Bidders should use these checkpoints to ascertain that all pages appear in the Sections they are concerned with. Bidders are also reminded that the drawings and specifications are complementary and that bidders are responsible for comparing requirements of the various Sections with each other and with the drawings. If there are questions, or if certain pages or Sections have been removed from the specification boob: with which you are working, contact the office of the Architect for clarification or replacement. r Table of Contents Page 1 of 3 TABLE OF CONTITN'TS SPECIFICATIONS Title Page Notice to all Bidders Table of Contents DIVISION 0 - BIDDING REQ:IRE2,SE�TS SECTION 00231 General Conditions 00232 Supplementary C r di.tions 00950 Drawings Irxiex DIVISION 1 - GL-NLRkL R�7L'I L1TS SECTION 01010 Su-r.ary of the work 01020 General Contractor's lvork C1300 Prerequisites for Pa,.---,ents 01400 Testing Laboratory Services 0 100 Temporary Facilities 01600 Subtituticns and Product Options 01700 Clean-up and Dispc:sal DIVISION, 2 - SI17E WORK SECTION 02200 Farr!vcrk DIVISION 3 - CONCRM SECTION 03100 Concrete formwork 03200 Reinforcement 03300 Cast-in-place concrete iVISION 4 - 'RASO",RY ' SECTION, 04201) Unit Masonry, ffger we' R-RAR-NMWNSAoffitRNAnw w IN Table of Contents Page 2 of 3 DIVISION 5 - !MALS SECTION 05100 Structural steel 05500 Miscellaneous metal DIVISION 6 - WOOD AND PLASTICS SECTION 06010 Iunber 06100 Rough carpentry 06170 Prefabricated structural wood 06200 Finish carpentry DIVISION 7 - 7TE.�;r;? AND MOISTtRE PRCrMC-TION SECTION 07100 Fluid applied elastomeric waterproofing 07150 ''�aterprocfing 07200 &—lding insulation 072+0 E.Nterior :insulation and finish system 07500 Me--)rane roofing 0?600 Sheet metal C 79_ ) Calking DIVISION 8 - DOORS A,� 1A*i\?,SMS SECTION 08100 Metal doors and frames 08200 wood doors 08300 Roll-un doers 0430 Access doors 09375 Stockroom doors 03700 Finish harc:„;are 08800 Glass and glazing 08950 SLcrefront system 08951 Automatic door operators DIVISION 9 - FINISHES SECTION 09250 Gypsum drywall 09500 Suspended acoustical cellijig 09650 Resilient flooring Gg720 Epr_-xv floor surfacing 09900 Painting 09975 Fiberglass Reinforced Panels Table of Contents Page 3 of 3 DIVISION 10 - SPECIALTIES SECTION 10150 Toilet partitions 10700 Illuminated ad,nings 10800 'Toilet accessories DIVISION 11 - EQLIF�= SECTION 11160 Dock equipment DIVISION 12 - FLRNISHINGS SECTION 12.670 Rigs and mats DIVISION 13 - SPECIAL. CONSTRUCTION — NOT REWIRED DIVISION 14 - CO'%TEYING SYS= DIVISION 15 - ^ECRkNICAL Plumbing SEPARATE Air conditioning CON" ACT Refrigeration SECTION 15500 Autcxnatic Sprinkler Systez DIVISION 16 - El FCTRI CAI, SEPARATE CONTRACT E'Z OF SEC-HON General Conditions Sectior 00231 - Page 1 1. STANDARD FORM The General. Conditions of this Contract is the American Institute of Architects :standard Document No. A201, "THF GENERAL CONDITIO11S Or THE CONTRACT' FOR THE CONSTRUCTION OF BUILDINGS", August 1976 Edition, 14 Articles, 19 pages, hereinafter referred to as the "GENERAL CONDITIONS", which document is hereby specifically made a part of the Contract Documents with the same force and effect as though set forth in full. 2. CONFLICTS In case of conflict between the "General Conditions" and these Specifications, the Specifications govern. END OF SECTION 1 Supplementary Conditions Section 00232 - Page 1 I. M_ TYAL The following Supplements modify, change, delete from or add to the General ConditicnF Sectior 00231. Where any Article of the General Conditions is modified o any Paragraph, Subparagraph, or Clause thereof is modified or deleted by these Supplements, the unaltered provisions of that Article, Parag--aph, Subparagraph, or Clause shall remain in effect. 2. ADDITIONAL DEFINITIONS Article 1.1.5 shall be added as follows: , , ,stems "1 - uoa ct�incTix�Ies feria s , and Equipment. Project Manual" men.ns the volume which includes the Bidding Requirements, Conditions of the Contract, and Specifications. "Approved" means "approved by Architect". "For approval" means "for Architect's approval" "Selected" means "selected by Architect". "Provide" means "furnish and install" "As directeG" means "as directed by Architect". Where words "or approved" are used, Architect .is sole judge of quality and suitability of proposed substitution. Where words "the Owner" are used, it shall mean "'Tigard Fast Associates". 3. DIVISION, SECTION, AND PARAGRAPH NUMBERING Article 1.2.4 shall be added to as follows: NinT&rir a: Tet—ter'ng o ivisions, eetions, and Paragraphs in these Specifications are merely for identification and may not be consecutive. Divisions and Sections included are listed in "Table of Contents". Contractor shall check his copies of Specifications to be sure they are complete. 6. tNURDING OF ']NESE SPECIFICATIONS Article 1.2.4 shall be added to as follows: THese peci cat ons are or a reviat(' I-)r "streamlined" type and frequently include incomplete sentences. Words such as "shall", "shall. be", "Contractor shall", and similar mandatory phrases shall be supplied by inference in same manner as they are in a note on Drawings. Contractor shall provide all items listed and perform all operations required, in accordance with Article 1.1.3 of. "General Conditions", if and as modified in these Spec- ifications. 5. RU ERFNCED AGENCIES Article 1..2.4 shall be added to as follows: r can Asso—c a ni_0T7t_ate Highway and Transportation Officials 341 National Press Building Washington, D.C. 20045 Supplementary (ndi t ions Sec t l un 002 32 - Page: 2 5. RJ•TEW C D AGENCIES (cont'd) Article 1.2.4 shall be ackled as follows: (cont'd) ANSI American National St--- Institute 1430 Bruadway New York, NY 10018 ASA American StandarxIs Association (Nuw known is ANSI: See above) AS-N American Society for 'Testing and Materials 1916 Race Street Philadelphia, 1'A J9103 CS Comwrcial Standards of the Ccxrmodlties Division of the Department of 1'unnerce Washington, U.C. 20 X)6 Fed. Spec. Federal Specifications of the United States Gen,!ral Services &.lminlstration Wdshingtun, U.C. 2(Xx)6 HUD U.S. Department of Housing and Urban Devel()pnent Arcade Plaza Building 1321 2nd Seattle, WA 98101 (206) 442-4867 W. Headley NEC National Electrical Cude Ixjbll,,hed by the Natiuiul lire Prutectiun Asit>ciation (See Nl-1'A Lx.-1 uw) NFPA National Fire Prutectlon Association 410 Atlantic_ Ave. Huston, MA 02210 PS 1'r-JULL Staixiards ut the CUMIlWicles Division of the Dt-j,artinent ut Cuimerce Washington, U.C. UBC lhil f o rm Building Crile lob L i 5 hed by the Intt-'rnatiunal Cuntererxe of Building OfficidLs (LCRO) 5160 S w t h Wu rkm<1 n Mill Road Whittler, CA 906(11 UBC Std Dhllfurm Building Cude SLarxl,lyds, Vulilne III P%-61 i shed by ICHO (See 1Jli(; above) Lk C 11n i f u rm Me c hani ca 1 Code Published by ICHO (See UBC above) USASI United states of A,nerican StarYlards Institute (NOW kj xn,ni as ANS l : See Above) UL- lhtletwriter's Liburatories '207 E. 011to St. Chicago, 11 60611 Supplementary Conditions Section 00232 - Page 3 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - 6. REFERENCED SPECIFICATIONS AND STANDARDS Article 1.2.4 shall be added to as follows: References herell, to pec, cat ons a tal-dards issued by above named Agencies, Manufacturers, or other similar Organizations shall mean edition current on date of Invitation to Bid, unless otherwise noted. Wherever referenced Standard Specifications or Standards issued by Manu- with thes�tractrpocumentsOthe Contract Documentzations contain sovisions shallgovern. conflict with t 7. CONFLIC T`5 Article 1.2.5 shall be added to as follows: esorve contra ct ons tween trac l cuments as follows: Large scale Drawings take preference over smaller scale Drawings. Written dimension numbers take preference over scaled dimensions of Drawings. Article 1.5.13 - See ►)awe 3a 8. WARRANTY Article 4.5.1 shall be added to as follows: The entire wor s warrant aga nst defects in material and workmanship for a period of one (1) year from the date of final acceptance by the Owner. The warranty shall specifically provide that all. defects in material and workmanship appearing during the warranty period, as determined by the Arch- itect, will be remedied to the satisfaction of the Architect at no additional cost to the Owner. Where a two-year or greater warranty is called for in the Specifications, the Contractor and his Subcontractor together on a single form, and the Material Manufacturer on the same or on a separate form, shall jointly furnish the Owner with their written warranty for the specified period in accordance with this article, Such warranties shall be in the Contractor's or Manufacturer's form, or in a trade association form, all subject to the Owner's and Architect's approval.. (See suggested form at Section 01300. ) The Contractor shall secure and furnish to the Owner through the Architect., as a condition precedent to final acceptance and prior to application for final payment, all written guarantees and warranties called for in the Specifications. The Contractor shall, within a reasonable time after receipt of written noti(-e thereof, make good any defects in noterial, equipment and workmanship which may develop within period for which warranties are in effect, and alsoHake good any damage to other work caused by the defect or the repairing of the defect at his own expense and withi .it cost to the Owner. However, the fore-going remedies shall not deprive the Owner- of any action, right or remedy otherwise available to him for the breach of an.; of the provisions of the Contract Documents by the Contractor. 'rhe one year period referred to above, or such longer time as may be specified elsewhere, shall not be construed as a limitation upon the time in which the Owner may pursue such other action, right or remedy. UK= Supplementary Conditions Section 00232 - Page 3a ' Article 1.5.13 Delete and substitute: The Architect shall review and take appropriate action upon the Contractor's submittals such as requested Shop Drawings, Prrduct Data and Samples, but only for determination of conformance with the design concept of the Work and general compliance with the Contract Documients, but such review does not relieve the Contractor from his responsibilities urxjer .:he Construction Contract. Such action shall be taken with reasonable promptness so as to cause no delay. The Architect's review of a specific item shall not indicate approval of an assembly of which the item is a component. Supplementary Conditions Section 00232 - Page 4 9. TAXES Article 4.6.1 shall be added to as follows: The Contractor sHa-1T7Yy—Ta-%-v= payment relieve the Owner from any federal, state or municipal taxes under all laws now existing or hereafter amended or enacted which apply to the performance of the Contract. He shall. further relieve the Omer from the payment of all comtributinns or payroll taxes imposed by federal , state or municipal authority under any employment, compensation or insurance laws and under any old age benefit laws which apply to the performance of the Contract. 10. PERMITS Article 4.7.1 shall be mdofied as follows: The general Building Permit shall be secured and paid for by the Contractor. The Plan Checking Fee has been paid by Owner. All other fees shall be included by the Contractor. 11. LIENS Article 4.4.1 shall. be added to as follows: Contractor shall not peiiUt Tiens or claims to be filed or prosecuted against Owner on account of any furnished labor or materials. 12. OWNER'S RIGHT TO PAY CIAIMS AGAINST CONTRACTOR Article 4.4.1 shal.l. be added to as follows: It Contractor tails, neglects, or re uses to make prompt payment of any claim for labor or services furnished to the Contractor or any Subcontractor as such claim becomes due for Work performed on this Project, Owner may pay such claim to the person furnishing such labor or services and charge the amount of the payment against funds due or to become due the Contractor by reason of Chis Contract. Owner's payment of such claim will not relieve Contractor or his Surety from his obligation with respect to any unpaid claims. 13. GOVERNMMAL REQU I RRIMS Article 4.7.5 shall be added to as follows: The Contractor agrees to meet all requirements that may be specified under regulations of any governmental agency having jurisdiction insofar as the requirements relate to the materials furnished pursuant to this Contract or work performed in accordance therewith, including but not limited to, minimum wages and maximum hours, all federal, state, and local health and safety acts and r8gulations, and all applicable requirements relating to equal. emplcy„e-meopportunity, maintenance of nonsegregated facilities, affirmative action for handicapped persons and disabled and Vietnam era veterans, and utilization of minority business enterprises. If required, the Contractor must have executed within one year of the date of this Contract a compliance certificate, the applicable portions of which are incorporated herein. If such compliance certificate has not been executed and filed with Owner when required, this Contract may be cancelled, terminated, or suspended in whole or in part. Supolerr-ntary Conditions Section 00232 - Page 5 14. PROGRESS SCHEDULE Article 4.10.1 shall be added to as follows: Submit torArchitect's review within reasonable time determined by Architect and with each Progress Request, one copy prepared in Bar Graph form approved by Architect, showing Work order and dates on which each Trade will start and complete their Work. Include critical dates for procurement of Products. Indicate, at suitable scale, percentage of Work scheduled for completion at any time. Enter actual prcgress on Chart prior to each progress payment for .direct comparison with Schedule. If Contractor fails to deliver Schedule on time or properly update Schedule, Architect may withhold Progress Payment approval until such time as Contractor complies with these requirements. If, in Architect's opinion, Work progress falls behind approved Schedule, Contractor shall take necessary action to regain lost time. Contractor shall. increase Work amount, or number of shifts, or establish overtime operations, or all of them, and submit for review Schedule revisions in which progress rate will be regained, all without additional cost to Owner. Contractor's failure to comply with these requirements shall be grounds for j determination that Contractor is not prosecuting Work with such diligence as will insure Project completion within scheduled time. Upon such deter- mination Owner may terminate Contractor's right to proceed with Work, or any separable part thereof, in accordance with Article 14.2 of General Conditions. The Contractor and all Subcontractors, Suppliers, and Manufacturer shall. schedule material deliveries and installations to conform with the Schedule, and provisions to this effect shall. be included in all Subcontracts. 15. SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES Article 4.1.2.4 shall be added to as follows: Submit six copies ot all submittaffsand —two of each required sample. 16. CLEANING AND TRASH RFl10VAL Article 4.15.1 shall be added to as follows: t ona y, _o ow requirements—specitie in Section 01700. 17. PERFORMANCE AND PAYMENT BONDS Article 7.5 shall be modified as follows: Comply with requirements spec ie 11-n rection 00110. 18. SUBSTANTIAL COMPLETION Article 8.1.3 shall be added to as follaas: No ng or Fficility wilAbe cons�c e-i:R Substantially Complete unless all Utilities art- connected and operating as required for a normal use, and the Building or Facility is accessible by normal vehicular and pedestrian traffic routes. Supplementary Conditions Section 00232 - Page 6 19. DEFItiITION OF "DAV' Article 8.1.,t shall be changed to read as follows: ii r_ s retract, the term "day'Tshall mean a calendar day ef. 24 hours beginning at 12:00 midnight. The term "working day" shall mean any calendar day except Saturdays, Sundays, and Legal Holidays at the place of building. 20. PROVISIGNS OR PA'iMiNr Arti.cle 9.'�.l shall be modified as follows: 7 e--Scheaii e of VTuesdescribed-in Article 9.2.1 and the Application for Payment described in Article 9.3.1 shall identify each major item of Work by number and title as listed in the Table of Contents of tris Project Manual. The form of Application for Payment shall be AIA Document G702, Application and Certificate for Payment, supported by AIA Document G702A, Continuation Sheet. On or befoce 25th day of month for which pajm;ent is due: 7iTani t P-T cation for* ient to Archti i ec t. On or before the eight day of the month following Application submittal : Ninety-fi(-!-T1ercent (957.) ot the va :ie ot Workpertormed, and ot materials stored as defined in Paragraph 9.3.2, during the previous month, as established by the Architect, will be raid. 1' execution of Certificate of Substantial_ Cltion: 1T'hen ai ance due under the Contrac—tVn paid excTC ing a retainage anx)unt of at least twice the estimated value of uncompleted and/or unacceptable portions of the Work, or $1,000.00 whichever the greLter amount. Thirty days, after final inspection and substantial acceptance by (X,mer: Theince-ue under the Contract, will be -fiai p�ided—the T,c�rTc�e then fully completed and the G:ntract fully performed. 21 . PAyTtNI FOR PRODUCTS STORED OFF THF PROJECT SITE Article 4.3.2 shall be �pm lified as follows: Whenae aTy or aTd'e cost to t1�e miner cane avoided by storing Products off the Site the Caner will make payment to the Contractor for said Products provided the Contractor shall : Locate storage facilities within 20 miles or Pr-,ject Site or within 20 miles ofd Architect's Office. ~take storage facilities available for Architect's visual inspection. Segregate and label stored Products for specified Project. Assume all risk for loss. Protect stored Products and provide applicable insurance against their damage, discoloration, and theft, naming the Cleaner and any Mortgagee as additional insureds. Submit an itemized Inventory and Schedule of Values for the stored Products together with Certificate of Insurance. Submit payment requests to the Owner as part of the Cont actor's regular Progress Patiment Request. Reimburse the Owner for damages sustained if the stored Products are not delivered to the Job site when needed, I Supplementary Conditions Section 00232 - Page 7 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - 21. PAYMENT FOR PRODUCTS STORED OFF THE PRa= SITE (cont'd) Article 9.3.2 shall be amplified as follows: (cont'd) Submit to the Owner with a copy to the Ar—Mitect a written Waiver of. Lien insuring the Owner against claims for unpaid storage costs. Upon receipt of payment from the Owner prepare and issue to the Owner, with a copy to the Architect and any Mortgagee, a Bill of Sale for the Stored Products. 22. PRIOR USE OR OCCUPANCY -ARETET-e-T.5.5 shall be added to as follows: N—mer reserves right to use or occupy F jcct or any part thereof, or to use Equipment installed under Contract prior to final Project acceptance. 23. INSURANCE In the first line following the word "maintain", insert the words "in a Company or Companies licensed to do business in the State in which the Project is located". Workmen's Compensation: As required by law. Employer's Liability: $1,000,000.00. Contractor's Liability and Contractural Liability as follows: Form: Comprehensive General Liability, including Premises- erations; Independent Contractor's Protective; Broad Form Property Damage; and Products and Completed Operations. Bodily Injury: $1.000,000.00 aggregate and $1,000,000.00 per occurence. Property Damage: $1,000,000.00 aggregate and $1.,000,000.00 per occurence. Personal Injury with Employment Exclusion deleted: $1,000,000.00. ontractura . Liability—with Hold Harmless Coverage: $1,000,000.00 TFoUily injury per occurence roperty Damage per occurence. $1,000,000.00 Property Damage aggregate. Comprehensive Automobile Liability, including Owned, Non-owned, and Hired Vehicles as follows: Bodily Injury: $1,000,000.00 per person and $1,000,000.00 per accident. Property Damage: $1,000,000.00 per occurence. Completed Operations and Products Liability: Furnish and maintain for 2 year period after final payment. Coverage against Explosion, Collapse, and Underground Damage. Aircraft Liability, owned and non-owned, if Aircraft are utilized as follows: Bodily Injury: $1,000,000.00 per person and $1,000,000.00 per occurence. Property Damage: $1,000,000.00 per occurence. Article 11..1.4 stall be added to as follows: assurance Certiticate s n AIAorm G705. Article 11.1.4 shall be modified as follows: Cancellation on no ces s delivered o Owner by registered mail. Should insurance be cancelled or reduced prior to the Contract closeout and should any insurance bearing an adequacy of performance be reduced prior to end of warranty periods, and if Contractor fails immediately to procure other Insurance as specified, the Owner reserves the right to procure such insurance and to charge the cost thereof to the Contractor. Supplementary Cocom'itions S---tion 00232 - Page 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 23. INSURANCE: (cont'd) Article 11. 1.5 shall be added as follows: Nothing contain in t ese TnsLFr i-ice Requirements shall be constnied as limiting the extent of the Contractor's responsibility for payment of damages resulting from his operations under this Contract. Article 11..3.1 shall have second sentence chanced as follows: This insurances a7T l n`cTude--t iFee nterests of the owner;Me—Contractor, the Subc--mtractors, and Sub-subccmtractors in the Work and shall. insure against perils of fire, extended coverage, vandalism and malicious mischief, and theft. Article 11.3.1.1 shall be added as follows: The torm oT'the policyor this cove rage`FA11 be "Completed Value". Article 11.3.1.2 shall be added as follows: It by the terms of t h snsu►=ance any nr-iuT�itorydeductibles are required, the Cerner will be responsible for payment of such mandatory deductibles in the event of a paid claim. Should the (caner elect to increase any mandatory deductibles or purchase deductibles not otherwise required, he will be responsible for payment of such additional deductible amounts. Article 11.3.6 shall be revised as follows_: TF-T e rst'�t sentence, ater the words '-. . . f?) the Architect." insert the words: ' -tis Consultants,". After the words ". separate contractors, if any, and," insert the words: "any of." 24. CHANGES IN THE WORK Article 12.1.6 shall he sILTlemented as follows: In order to facilLtate cieMFig- of quotat ons or extras or credits, all. proposals, except those so minor that their propriety can be seen by Inspection, shall be accompanied by a complete itemization of costs including, labor, materials, and Subcontracts. Where major costs are Subcontracts, they shall be itemized also. 25. OWNF:RSH I P AND USE OF DOCUNWS Article 1. 3. 1 si,m i 1 be 5u4»p 1 emented as fol l ows: Tfese drawings at specifications annd the architectural and engineering design and work they pertain to are intended solely for this project. The Architect and his consulting engineers disclaim all. Liability if these documents or the design, advice, and instruction given therein are used on any other project. f Supplementary Conditions Section 00232 - Page 9 26. WARRANTY PERIODS Article 11.2.2 shall be modified as follows: Wararranty jo-T, ee.-_ a r, ma-ter al.s, and equipment incorp- orated into this project shall. be under full warranty for one (1) full calendar year after the opening date of the store and final acceptance of the project by the Owner; except for longer. period,, specifies for various items. Owner's occupancy or use of the Project will not alter the Warranty Period herein defined. The Contractor shall and hereby does guarantee ag,_inst ordinary wear and usage the following Work. as noted and for the following periods of time atter the start of tra Warranty Period as defined above: SECTION NO. OF YEARS VALID 07500 - Membrane Roof i-v.., 5 07600 - Sheet Metal 2 07900 - Caulking 2 O81.00 - Metal Doors a-KJ Frames 2 The above warrantieE are an extension of the one--year warranty called for in the General Conditions and are in addition to any Guarantee Bond called for elsewhere. Owner reserves the right to make temporary and emergency repairs as necessary to maintain Products without voiding specified Warranties nor relieving Contractor of his responsibilities during Warranty Period. END OF SECTION f Drawings Index Section 00950 - Page 1 SECTION 00950 DRAW"!,S INDEX A-1 FLOOR PLAN A-2 MEZZhNINE FLAN, SCLiZXTLES A-3 REFLECTED CEILING PIAN A-4 ROOF PLAN A-5 EXTERIOR ELEVATION A-6 BUILDING SECTIONS A-7 IMI RIOR ELEVATIONS S-1 FOUNDATION PIAN S-2 ROOF FRAMING PLAN S-3 FOUNDATION DETAILS S-4 P.00F & I;^_? DETA I I-S S-5 MFZZANINE. FK\MING 8, DETAILS .,L-la REFERENCE SIFE PLAN ►.n a� � ww �s Summary of the Work Section 01010 - Page 1 SECTION 01010 - SUNWARY OF THE WORK 1.00 GENERAL 1.01 SCOPE A. Furnish all labor and material necessary to complete the general construction work, excluding mechanical and electrical work, in strict accordance with these specifications and accompanying drawings. B. Drawings: The drawi.rgs which form a part of the Contract Documents and which accompany these specifications are as listed in the Sheet Index on the drawings. Ilie Contracror shall keep available at the site a complete set of all Contract Drawings, supplementary drawings and approved shop drawings, including the Building Department "stamped" set of plans. C. Specifications: The specifications which form a part of the CJntra(a Documenr.s consist of the divisions as listed in the Table of Contents in the forepart of these specifications. 1) Division of specifications: For convenience of reference only, these specifications are separated into Divisions and Sections. The terms and conditions of limits of the work are entirely between the Contractor and his subcontractors or tradesmen. The Contractor is solely responsible for the accomplistiment of all work and the furnishing of a complete and properly operating facility, whether the work is done by subcontractors or his own forces. The contractor shall act as cooidi.nator in the work and shall proceed without Ln-inecessary delay or hindrance. 2) A complete copy of the :specifications wi_h all addenda, bulletins, amendments and a copy of project correspondence affecting the work shall be available at the job site for ready reference. END OF SECTION q 7f General Contractor's Fork Section 01020 - Page 1 SECTION 01020 - GENERA:. AC'1M S WORK 1.00 GENERAL 1.01 Layout and Coordinat' m General Contractor, all other contractors and subcontractors shall coordinate their work with all adjacent work and shall cooperate with all ottm-r trades to facilitate general progress of work. Each trade shall afford all other trades every reasonable opportunity for installation of their work and for storage of their material. 1.02 Measurements A. Before ordering any material or doing any work, the Contractor shall verify all measurements and shall be responsible for their correctness. No extra charge or compensation will be allowed or accepted for e,iffererwes between actual measurements and the measurements indicated on .:he drawings. Any difference which may be found shall. be submitted to Architect for consideration before proceeding with the work. Elmld he fail to comply with the above instructions he shall al.ter his work at his own expense as directed by the Architect. 1.03 Codes A. All work muse comply with all applicable laws, codes and regulations of local, state and national governing agencies, and the General Requirements set forth herein. B. All work must comply with the Federal Occz*ational Safety and Health Act ani/or the camarable act of the state in which the construction oceLws. Fine3 inclu-red by the Owner as a result of failure to comply with these rules and regulations shall be the responsibility of the contractor and/or the subcontractors. C. deliver certificates of inspection and co piance issued by proper authorities to the Architect for filing with Owner as a condition of F!.nal Payment. 1.04 ManufactLxer's Directions A. All marufactimed articles, materiala and equipment shill be applied, instilled, connected, erected, used, cleaned and conditioned, in accord with manufacturer's printed directions, unless herein specified to the contrary. 1bere reference is made to marufactiLrer's directions, Contractor shall submit specified "Lvimr of copies of such directions to Architect. mar wi v �r General Contractor's Work ,ection 01020 - Page 2 1.05 Responsibility for damage and lass A. Th* contractor shall be respvsible for arry loss or damage caused by hin or his workmen, to the property of the Owner or to the work or material of other Crntraztors or sub:ontractors and shall make good any loss, damage or injury without cost to the Owner. B. Each contractor shall be responsible for any loss of his materials, equipment, etc. , delivered at the site, as well as for their proper care and protection. 1.06 Standards A. Any material specified by reference to the ember, symbol or title of a specific standard such as Commercial Standard, Federal Specification, trade association standard or other stmiiar; shall comply with the r quirerrvaits in the latest revision thereof and any ameiximient or supplemer,t thereto, in effect an the date of Invitation for Bids, except as limited to type, class or grade, or modified in such reference, B. TT-* standard referred to, except as modified to the specificatioru !`wall !ave full force and effect as though printed in the specifications. These standards are not furnished to bidders for rhe reason that the rarxdac-t ner's and trades i►ivolved are asstmad co be familiar with t!*ir requirements. 71-w Architect will furnish, upon re—guest, inf-rm- ation on haw copies of the std-dards referred to may be obtained. 1.07 Record dram rigs As the work proceeds, keep a careful record of piping and other concealed work whose installed locacion.s vary from those show on contract drawings, uheCher because of change orda_rs or job _auditions. mark such variati-qu on prints furnished by ArChicrot and deliver to him before final payment. Also see requi rentient s for this work at Divi s i orus 15 and 16. EM OF SECTION 1'reren'ui.sites for P�aymenCs Section 01300 - Page 1 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -• - - - - SECTION 01300 - PRFRF,QUISITE:S FOR PAYMlF1Yi'S 1.00 GENERAL 1.01 SCOPE: This Section establishes certain requirements which must ib fulfilled before payment_ will be made on the first and the final Requests for Payment. 2.00 PRODUCTS None 3.00 E XMrrION 3.01 PREREQIJI S ITES TO FIRST PAYMENT: A. Prior to submission of the first request for payment under this Contracr, Contractor shall have submitted or performed the ttems of work l'.sted on the following tabulation: PRER� U1 I S I TES FIOR F I R-ST PAY 1ZEit 7 1. List of Subcontractors with address and phony rtxnbers. 2. C.)nstruction Progress Schedule. 3. [detailed cost breakdown indicating the schedules of prices covering various divisions of the work. 4. Verification of bond coverage: a. Performance Bond. b. labor & Material Payment Bond. 5. Certificate: of Insurance - showing (U-ser and Architect as additional insured- and holding the O"r and Architect harmless from any and all claims: a. Contracwr's Liability Insurance. b. Workman's Uxrpensation Insurance. c. General Liabilic;-: EkAily Injury - Property Damage. d. Autombi12 Insurance: Bodily Injury - Property Damage. e. Fire and Extended Coverage. 6, Surveyors Certification that existing grades, utility and property lines, have been located and verified, and that building locations, and elevations have been correctly placed. 7. Contractors Ce-tification that existing grades, utilities, elevations and similar items have been verified to be as shown on drawings. Prerequisites for Pa ""nts SeCtlun 01300 - Pdgr 2 3.02 PREREIQuISIM T'0 FINAL PAY494T: A. Prior to authorization of final payment, the following requirements of the Contract Documents shall have been fulfilled: 1. Satisfactory completion of all construction work and acceptance by the Architect, and owner. 2. Submission, by the Contractor to the Architect, of all rend red written guarantees and written approvals from governing agencies as specified. 3. Subs ssion, by the contractor to the Architect, of "Record" drawings completely posted, signed by the General Contractor and the applicable Subcontractors. 4. Submission, by the Contractor to the owner of an affidavit, sworn to before a Notary Public, stating that all workmen arxi persons employed, all firma supplying the materials, and all Subcontractors upon the project have been paid in frill , and that there are no bills outstanding against the project for either labor or material except certaiii items, if any, to be set forth in such affidavit covering claims, or items in connection with which notice to withhold has been filed urxier the provisions of the Statutes of the State in which the project was ccnistructed. 5. Return all available plans and Specifications, with all Addenda and suppleex.ntary drawings. h. Submission of a complete listing of the tames, addresses and tele- phone numbers of all yubcontractors employe on the work. 7. Submission of operating instructions, p&I% s lists and maintenance manuals on all equipment Prerequisites for Payments Section 01300 - Page 3 - - - - -- - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - -- - - - 3.03 WARPA N 11w Contractor and his Subcontractor shall provide Warrantie_ as required by Subparagraph 4.5.1 of the Supplementary General Condition-a, eiL!-pr in the Contractor's form, the Manufacturer's form, or a Trade Association form, all subject to the Owner's and the Architect's approval. Alternatively they may use the following form: (Contractor's or Subcontractor's letterhead) WARRANIY FOR We hereby guarantee that the which we have installed at s been done in strict accordance witthe Contract Docunenr.s a-nc—tT1;i tF4 worjc - installed will fulfill the requirements of those Specifcatlons. We agree to repair or replace, or cakuse to be repaired, any or all of our worse which may prove defective Ln workmanship or mater.als, rogether with any adjacent work which requires repair or replacement because of our defective work, within a period of years from rhe Date of Final Acceptance by the Owner of the above-named project, ordinary wear- u�Yi-tear, unusual abuse or neglect except--l. If we fail to co m-enceccvrliance with the above paragraph within ten (10) days after receipt of written notice from the ()wner or the Architect to do so, or fail to pursue Such conplianr_e with diligence, we, jointly and severally, do hereby authorize the Cmw.r to proceed to have the defects repaired and made good at our sole expense, and we will honor and pay the costs and charges for it together with interest at the maximum rate then permitted by governing state law, upx)n demand. If we fail to fulfill the preceding obligations, and if the Owner brings action to enforce this warranty, we agree to pay the Owner's reasonable attorney's fees Incurred in connection there- with. Signed _ _ - ontractor Dia t e Cointers i gned (General Cantractor Date — The warranty shall be for that period of time stated in the various trade sections uE the Specificationns. When no period is stared, the warranty shall be for one year. END OF SECTION wr wn � .� .w •� a .R Testing LAboratory Services Section 01400 - Page i sm-nom 01400 - TESTING LABORATORY SERvicEs 1.Oo GENF3tAl- ,.Ol Description: Fms tine to time during progress uf the Work, the Owner may require that testi,14 be pQrformed co determine that msterlsls provide for the Work meet the specified requirements. Such testing includes, but is nut necessarily limited to, fill material for the site, concrete, steel, timbers, and masonry. 1.02 Related work specified In other Sections: Requirements for testing are described in various Sections of these specifications. Where no testing requirements are descrishut Owner formed deternines that testing is required, the Owner may require under Lurrent recognized standards for testing. 1.03 Work not included: A. Selection of testing laborato 1 se:�rt pre-¢�are-" ifted, independent testing agency. 1�Fte Owner wi 1 B. Pa rat Eor initial twinjt services: 11w Owns r pay or a I-Lit a services of the testing agency as further described in Part 2.00 of thfa Section. 1.04 Codes and standards: Testing, when required, will be in accordance with all pertinent codes and regu'.ations and with selected stardarda of the Amsric.an Society for Testing and Materials. 1.05 Qualiflcations of testing laboratory: The testing laboratory will be qualified to the Owner's approval in accordance with ASN E-324-70 "Recon-vended Pratice for Inspectiori and Testing Agencies for Concrete and Steel Used in Construction". 1.06 Product handl lrjL: Prraptly pru :ess and distribute all required copies of the test reports and related instructions to enure all -ecessary retestinngg and/or nplaceeaent of materials with the least possible delay to progress of the Work. 2.04 PROQJGIS 2.01 Payment for testing services: A. Initial Services: The Owner will pay for all initial testing services requested by the Owner. When the initial teats indicate non-c- liana with the Contract Documents, the costs of all initial tests associated with that nors-craPliance will be dedr:ted by the Owner it m the Contract Sun. Testing laboratory Services Section 01400 - Page 2 B. Retesting: When the initial test indicate non-carrpliance with the Contract Documents, all subsequent retesting occasioned by the nar!-conpliance shall be performed by the sartm agency and the costs thereof will be deducted by the Owner from the Contract sum. 2.02 Code Coapliance Testing: Inspections and tests required by codes or ordinances, or by a plan approval authority, and made by a legally constituted authority, shall be the responsibllty of and shall be paid for by the Contractor, unless otherwise provided in the Contract Docunents. 2.03 Contractor's convenience testing: Inspection or testing performed exclutively for the Contractor's convenience shall be the sole resoonsiblity of the Contractor. 3.00 ' E.)T=I ON 3.01 gyration with testtrg agency: Representatives of the testing agency shallhave access to the Work at all tLmes. Provide facillci.es for such access to other that the agency may properly perform its functions. 3.02 Schedules for testing: A. By advance discussion with the testi.ng agency seLxted by the Owner, determine the time required for the testing agency to perform its tests and to issue each of its findings. Prcrvide all mr .tired time within th.% constriction schedule. B. When changes of construction schedule are necessary during construction, coordinate all such cha %es of schedule with the testing ag!arcy as regLared. 3.03 Taki ryt S pec Uwas: All specimens and samples for testing will be taken by the testing agency all sampling equipment ar><! personnel will be provided by the testing agency, and ill deliveries of specimens and saneplee to the testing laboratory will be performed by the testing agency. END 4F SFC'I'ICN Temporary Facilities Section 01500 - Page 1 S ECT I ON 01500 -- MTORARY FAC I L.I T I FS 1.00 GENERAL NERAL 1.01 Specified elsewhere Refer to individual requirements of various sections for additional items of tenporary construction and facilities. 1 2.00 PROCUCTS 2.01 Detailed ISguirements A. Field office building: Provide substantial weathertight office Nillding on site where directed. Provide wood floor above grcx.md, dour with cylinder lock and large glazed windows. Equip with shelving, plan rack, plan tabla, and chairs as directed. Provide adequate heat, electric ll.ght ark janitor service. B. Tenporary sturaxe: The contractor shall provide on the premises where directed, maintain in good condition and shall remove when directed, suitable, substantial , watertight storage sheds in which he shall store all his materials wh:.ch would be damaged by weather. All storage sheds shall have floors raised at least b" above the grcxmi on heavy joists or sleepers. C. Temporary stars, ladders, ramps, nmwrays, Etc: The contractor shall Furnish and maintai.n all equipment such as temporary stairs, ladders, ramps, scaffolds, runways, derricks, chutes, elevators and the like as required for proper execution of :ill trades. All such apparatus, equipment and constructio, shall meet all requirements of labor law and other State or local Laws pertaining thereto. D. Job telephone: Provide non-coin box telephone connected to city exchange. Install when work i, started, maintain until full completion, pay all charges. Allow all those connected with the work to use, provided they pay for toll calls. E. Drinking_water: Furnish, from a proven safe source, for all those connected with the work. Pipe or transport in such rn mer to keep It clean and fresh. Serve in single service containers or by sanitary drinking fountains. F. Terporary toilets: Provide chemical type toilets, adequate in minber for all those connected with the woric. Iocate where Directed when work is started, keep in sanitary condition. Rernuve from site upon ccxlpletlon of work. i Temporary Facilities Section 015W - Page 1. C. Utility nts: The Contractor shall secure permits and provide and pay for light, power and water during construction for use by all trades. All adjustments of the cost of tempc.)rary services between sub-trades shall be the respunsibility of the General Contractor. END OF SEi;I'i ON l Slbstitutions and Product Options Section 01.600 - Page 1 SECTION 01600 - SUBSTI111TIONS AND PR0Ducr OrriONS 1.00 GhNFRAL 1.01 Pro&icts List: A. [there required in a Specification Section, within 20 days after date of Contract, submit five copies of complete list of all products which are proposed for installation under that Section. B. For products specified under reference standards, include: 1. Name an,' address of manufacturer. . 2. Trade name and model. or catalog designation. 3. Manufacturer's data showing performance and test data and reference standards. 1.02 Contractor's Options: A. For products specified only by reference standards, select any product meeting standards, by any manfua.cturer. B. For products specified by naming products or manufacturers: 1. Select any product and manufacturer named, or 2. Submit request, as required for substitution, for any product not specifically named together with proposed cost reduction. 1 .03 Substitutions: A. During Bidding, Architec-- will consider written requests for substitutions, received at least (7) days prior to date; requests received after that time will not be cr-isidered. 1. To aid in the review of requests, suW.t on form following this Section, which may be copied. 2. Blank substitution forms are available at office of Architect and at the following locations: a. Construction Data East 1125 S.E. Madison Street Portland, Oregon 97214 t Substitutions and Product Options Section 01600 - Page 2 - -- - - - - - -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.03 Substitutions: (cont'd) 3. If proposed substitution is approved, such approvals will be set forth in an Addendtin. Bidders shall not rely upon approvals made in any other manner. B. After date of Contract, the Owner may, at his option, consider formal requests from Contractor for substitution of products in place of those specified when submitted in accord with the requirements of this Section. One or more of the following conditions must also be documented: 1 . The substitution must be required for compliance with final interpretation of code requirements or insurance regulations. 2. The substitution must 1:e due to the tmavailabil.ity of the specified products, through no fault of the Contractor. 3. The substitution may be requested when subsequent information discloses the inability of the specified products to perform properly or to fit in the designated space. 4. The substitution may be due to the manufacturer's or fabricator's refusal to certify or guarantee performance of the specified product as required. 5. The substitution may be requested when it is clearly seen, in the judgr'ment of the :saner, that a substitution t.ould be substantially to the Owner's best interests in terms of cost, time, or other considerations. C. Submit two copies of request for substitution. Include in request: 1. Complete data substantiating compliance of proposed substitution with Contract Documents. a. Product identificat.iomi, including manufacturer's name and address. b. Manufacturer's literature: 1) Product description. 2) Performance and test data. 3) Reference standards. c. Samples. d. Name ani address of similar projects -.n which product was used, and date of installation. i ELMAMLM I Substitutions and Product Options Section 01600 - Page 3 1.03 Substitutions: (cont'd) C. (cont'd) 2. Itemized comparison of proposed substitution with product or method specified. 3. Data relating to changes in const-:ziction schedule. 4. For request submitted after bids are received, accurate cost data on proposed substitution in ccxnparison with product or method specified. D. In making request for substitution, manufacturer,/contractor rep.-esents: 1. He has personnaly investigated proposed product, and determined that it is equal or superior in all respects to that specified. 2. He will. provide the same guarantee for substitution as for product specified. 3. He will coordiikate installation of accepted substitution into Work, making such changes as may be required for Work to he complete in all respects. 4. He waives all claims for ac.ditional. costs related to sub- stitution which consequently becomes apparent. 5. Cost data is complete and includes all related costs under his Contract, but excludes: a. Cost under separate Contracts. b. Design consultant's redesign. E. Substitutions Will Not Be Considered If: I. They are indicated or implied on Shop Drawings or product data submittals without request submitted in accord with Article 1.03. 2. Acceptance will require substantial revision of Contract Documents. END OF SECTION SUBSTITUTION REQUEST FORM r Advancrnmt"t of Construction Technology The Construction Specifications Instimre I Northwest Region T0: -- PROJECT: SPECIFIED ITEM: Section Page Paragraph Description The undersigned requests consideration of the following PROPOSED SUBSTITUTION:_. Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the request,applicable portions of the data are clearly identified. Attachad data also incluaes description of changes to Contract Documents which proposed substi- tution will iequire for its proper installation. The undersigned states that the following paragraphs, unless modified on attachments, are correct. 1. The proposed substitution does not a'fect dimensions shcwn on Drawings. 2. The indersigneh will pay for changes to the building design, -ncluding engineering design, detailing and construction costs caused by the requested substitution. 3. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements. 4. Maintenance and service parts will be locally available for the proposed substitution, The undersigned further states that the function, app9Wrance and quS,ity of tl,e Proposed Substitution are equivalent or superior to the Specified Item. Submitted by: Signature _ For use by Design Consultant. Firm h Accepted 0 Accepted as noted Address _ O Not Accepters O Received toa late By Date r—_—__- _ _ Date _ Telephone _ Remarks _ Attachment: Revised, 0,tooer 198c ......w,.,. .. ...,.. Clean-up and Disposal Section 01700 - Page 1 SECTION 01700 - C AN-UP AND DISPOSAL 1.00 GENERAL, 1.03 CLEANING A. Provide complete clean project ready for building construction to start. 1. Combustible rubbish shall not be burned on the property. All residue and ran-combustible rubbish shall be removed from the site, leaving 'he entire site clean. B. airing the progress of the work, all debris shall be removed at least once each week from the premises See specific Sections for cleaning up relaced to any particular work. C. Prior to the acceptance c:: the coaTpleted project, the entire premises shall Lve cleared to the approval of the Architect and (Avner. END OF SECTION � t Earthwork Section 02200 - Page 1 SECTION 02200 - EARTHWORK 1.00 GENERAL 1.01 WORK IN GTHFR SECTIONS Excavation and backfill for mechanical and electrical work. All. other site work in SITE WORK documents. 1.02 MONUMENTS Carefully maintain bench marks, nxx uments and other reference points. If disturbed or destroyed, replace as directed. 1.03 DUST CONTROL Protect persons and property from dzffTkagc and discomfort caused by dust. Water as necessary to overcome dust-. 1.04 EXCESS C`.: SHORTAGE OF EARTH Furnish and place additional material hereinafter specified or needed for fills. 1.05 SUBSURFACE CONDITIONS A. The site preparation work is being done under a separate contracL. Grades in the building areas have teen brought to a rough elevation ten inches below finish floor. . B. Re-compact surface of building pad after trenches, etc. have been filled by trades requiring them and bring the building area to an elevation 6 inches below the finish floor grade. Membrane (furnished and installed in Section 03300) will be laid on compacted grade. Place 2" levelling course of well.- tamped reject sand over membrane, level and compact to receive 4" thick concrete clab. 2.00 PRODUCTS 2.01 LEVELING COURSE A. Levelling course under all interior concrete floor slabs shall be 3/4" minus crushed rock. Install clear sand over the crushed rock pad (provided in site work contract) after trenches, etc. have been filled and compacted by trades requiring them. 2.02 TRENCH AND STRUCTURAL BACKFILL A. On site material shall be free from organic matter and subject to the approval of the Architect. B. Imported granular material shall be free from organic matter and other deleterious substance and shall be in particle size conforming with the following limits: Passing the Number 4 sieve . . . . . . . . . . TOCP/- Passing the Number 200 sieve . . . . . . . . . . 3% maximum • Concrete formwork Section 03100 - Page SECTION 03100 - CONCRETE FORMWORK t.00 GENERAL 1.01 Description: The term "concrete fonmwork", as used herein, includes all surfaces designed to receive the placing of con(-rete for this Work, including earth surfaces and wood, metal., and ogler manufactured forms described in or allowed by these Specifications. 1.02 Related work specified in other Sections: Furnishing and placing embedded items for work of other trades is described in other Sections of these Specifications. Cooperate with other trades as necessary to ensure proper and adequate provision for placing, anchoring, and concreting around embedded items. t.03 Codes and standards: In addition to complying with all pertinent codes and regulations, comply with all pertinent recommendations contained in "Reccxmvnded Practice for Concrete Formwork", publication ACI 347 of the American Conrete Institute. wne. e provisions of pertinent cede:, and standards conflict, the more stringent provisions shall govern. 1.04. Product handling: Take all means necessary to protect formwork materials before, during, and after installation and to protect the installed work of other trades. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 2.00 PRODUCTS 2.01 Form lumber: A. Forms for typical exposed surfaces, unless specifically otherwise noted, shall. be a minimum of 5/8" thick, exterior grade plywood with sealed edges, conforming with PS 1-74 Plyform Class I and II, B/B Exterior or H/DO exterior. B. Forms for typical concealed surfaces shall be plywood or board forms as selected by the Contractor but shall meet the perform-ince requirements described in this Section. All lumber for chamfers, scoring, or other purposes in contact with exposed surface of concrete, unless otherwise specifically noted, shall be smooth surfaced, soLmd, and completely straight. Concrete formwork Section 03100 - Page 2 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - 2.02 Form sealers: All form sealers used shall be nonstaining, nongrain-raising, free of mineral oils and other nondrying ingredients, and leaving no bond-inhibiting residues on concrete. Approved form sealers are: A. "Cast-off'-, Sonneborn-Contech. B. "Formfilm", Grace Construction Materials C. "Antisol", Sika Chemical Corporation 2.03 Accessories: A. Form ties and spreaders shall be metal type acting as spreaders tl�N leaving no metal. within 1" of concrete face or fractures, spalls, depressions, or other surface disfigurations greater than 3/4" in diameter. B. "remolded joint fillers: 1. Bituminous types shall conform, with ASTM D-1751-65. Approved joint fillers are: a. "Seal.tight Fiber Expansion .joint", W. R. Meadows b. "Asphalt Joint Filler No. 12", National Expansion Joint Company C. "Burke Fiber Expansion Joint", Burk( Concrete Accessories, Inc. 2. Laonbituminous types shall conform with A.S'I'M D-1752-67, types 1, 1.I, or III, nonextruding, resilient, cccpressible, k" size unless otherwise noted. Approved nunbi_tuminous Joint fillers are: a. "Sealtight Joints", W. R. Meadows b. "Servicised", Grace Construction Materials c. "Bontex 941", RuF,.r--: Corporation d. "Sonoflex Cork", Sonnehorn-Contech. C. Cold joint: Burke Keyed Kold Joint or approved. D. All other form materials, not specifically described but required or a canp _ete and proper installation, shall be new, first quality of their respective kinds, and subject to the approval of the Architect. 1 Concrete formwork Section 03100 - Page 3 I 3.00 E?ECUTION 3.01 Surface conditions: Prior to all work of this Section, carefully inspect the installed work of other trades and verify that all work is sufficiently complete to permit the start of work under this Section and that the completed work of this Section will be in complete accordance with the original design. In the event of discrepancy, immediately notify the Architect and proceed as he directs. 3.02 Design of forms: A. Design all forms in strict compliance with ACI 347. B. Design all forms to resist spreading, shifting, settling, and deflecting more than 1/8" between supports after the placement of concrete. Accurately produce the required lines, grades, and surfaces within the specified tolerances. In the design, permit mathematical determination of stresses in each member. C. Design all Shoring to carry vertical and laterial loads to the ground either independently or in combination with portions of the structure which have attained strength, transmitting loads from successive parts of the structure directly through falsework without creating stresses in the concrete, and withstanding all required wind and earthquake forces. D. Design all. forms and shoring to prevent leakage and washing out of cement mortar. 3.03 Construction of forms: A. Construct all. forms true to required lines, grades, dimensions, and surfaces and to the tolerances described in ACI 347. B. Arrange forms to permit single pours of exposed surfaces, areas, and panels without joints between adjacent forming materials in the same plane. C. Construct wood edge strips at top sides of earthform excavations. When sides are unstable, construct plywood or board forms to the extent required, D. Carefully align inside and outside wall forms before tightening ties. On plywood forms, ensure that vertical joints are plumb and that horizontal joints are level, arranging all joints in geometrical pactern or as shown on the Drawings. E. Omit Concrete formwork Section 03100 - Page 4 - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F. Frame- openings where indicated en the Drawings. G. Chamfer to 3/4" exposed edge of concrete only where specifically noted on the Drawings. H. Provide forms for footings where:,er concrete cannot be placed against solid earth excavation. I. Provide cleanouts and opening- on the interior face of wall forms and at pilasters as required for the affective removal of loose dirt, debris, and waste material, for inspection of reinforcement, and for the _ntroduction of vibrations where necessary. J. Apply form aler to wood forms prior to placing reinforcement. Apply in strict conformance with the recormendations of the sealer manufacturer. K. Adequately brace and maintain shoring to safely support all vertical, lateral,, and asymmetrical loads until the forms are removed. Distribute shoring loads over the area where shoring is Erected and protect against undermining the settlement. Take compete responsibility for adecpate strength and safety of all concrete formwork including falsework and shoring. 3.04 Joints: A. Provide expansion joints in slabs on grade in accordance with the Drawings. B. Provide construction joints where indicated on the Drawings. Provide pour strips on inside face of forms at horizontal joints but remove the strips and thoroughly clean out the reglets before placing subsequent portions of the wall. Prevent fctnwtion of ledges and shoulders. Provide a means for draving forms close to the concrete before placing additional. concrete over previous pours where shrinking and warping has separated concrete from forms. 3.05 Fmbedded items: Cooperate as required in properly locating and placing all inserts, sleeves, and embedded items required by other trades. Do not install sleeves in beams, girders, or elsewhere except as shown on the Drawings or specifically approved in advance by the Architect. 3.06 Accessory items: Install all accessory items as indicated on the Drawings, as recommended by the manufacturer of the item, and as required for complete and adequate concrete formwork. Concrete formwork Section 03100 - Page S - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - -- - - - - - - - 3.07 Removal of forms: Do not remove forms until. the concrete has attained sufficient strength to resist damage from the form removal.. Prevent all damage to the concrete. Do not leave wood forms, stakes, or other wood items in earth or covered by backfill . 3.08 Reuse of forms: Reuse of forms will be approved provided they are in good condition and hove been cleaned, repaired, and resealed as required to achieve concrete of the specified quality and texture. END OF SECTION Reinforcement Section 03200 - Page 1 SECTION 03200 - REINFORCPME 1.00 GFNYA1.. 1.01 Description: The tenni "reinforcement", as usedry herein, oncthees all llrawingslororequired needed for leoncreteand ofacility. indicated for a comp �doperable 1.02 Related work specified in other Sections: Furnishing arxi placing embedded itemsfor workf other trades is described in other. sections o these Specifications. as necessary with othe trades to ensurebedded Proper acid adequate provision to the reinforcement 1.03 Codes and standarris: ns of Comply with all pertinntcodes conflict�thi�is Specifis. Where cation, themore pertinent codes and standards stringent provisions shall govern. 1..04 Submittals: Submit six copies of shop drawings to Architect. Stnictural Ennireer must review shop drawings prior to fabrication. 1.05 Product handling: Take all means necessary to protect reinforcement materials before, during, and after installation and to protect the installed work of nner to other trades. Store all. reinforcement materials in dirt, and other prevent excessive rusting and fouling with grease,precautionsdirt to maintain bond-breaking coatings. Take all necessary identification after bundles are broken. In the event of damage or errors, immediately make all repairs or replacements necessary at no additional cost to the Owner. 2.00 PRODUCTS 2.01 Reinforcing bars- cement bars for reinforcement shall be deformed, intermediate grade steel conforming with "Specifications for Billet-Steel Concrete Reinforcement Bars" ASTM A-615, grade 60 unless noted otherwise on drawings. 2.02 Wire: � e . nfyeaconform thASCT2aticros All wirefor conceefor Cold-Drawn StlWire orConcretReinforementMA8 Reinforcement Section 03200 - Page 2 2.03 Mesh: All wire fabric shall conform with "Specifications for Wire Fabric for Concrete Reinforcement", AS1M A-185. 2.04 Other materials: All. other materials, not specifically described but required for complete and proper reinforr:ement, shall be new, first quality of their respective kinds, and subject to the approval. of the Architect. 2.05 Alternate: Submit a price to use Fibermesh fibers at 1.5 lbs/cu. yd. instead of reinforcing shown and specified at interior slabs only. 3.00 EXECUTION 3.01 Surface conditions: Prior to all work of this Section, carefully inspect the installed work of other trades and verify that all work is sufficiently complete to permit the start of work under this Section and that t'ie completed work of this Section will be in complete accordance wit_;, the original design and the approved Shop Drawings. In the event of discrepancy, immediately notify the Architect and proceed as he directs. 3.02 Bending: A. Do not bend or straighten steel in a manner that will injure the material.. Do not use bars with kinks or bends not shown on the Drawings or the approved Shop Drawings. B. Make all bends in accordance with AGI 318. 3.03 Placing: A. More the start of concrete placement accurately place all steel reinforcement, positively securing and supporting by concrete blocks, metal chairs or spacers, or by metal hangers . B. Preserve clear space between bai-s of not less than 1� times the normal diameter for round bars, or 2 times the clear distance for square bars, and in no case let the clear distance be less than 1�" nor less than 1-1/3 times the maximum size of aggregate. 3.04 Splicing horizontal bars: Bars in horizontal. members shall. have minimum lap at splices Sufficient to develop the strength of the bars. Bars may be wired together at laps except at points of support of the member, where they shall be separated as described above. Wherever possible, stagger the splices in adjacent bars. Make all splices in wire fabric at least 1� meshes wide. Provide 2' x 2' corner bars at foundation walls, same size and spacing as typical steel.. Reinforcement Section 03200 - Page 3 - - - - -- - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - -- - - - - - - • 3.05 ";plicing wall bars: Splice bars in wall steel may be either separated or wired together. Lap deformed bars 30 bar diameters or 2 feet minimum, unless noted other- wise on drawings. 3.06 Column bars: Allay no splices in column bars. Lap colurai bars 30 bar diameter:3 or 2 ft. I minimum with dowels. Allow offsets ovly in a region where lateral. support Jrded and the slope of the inclined portion from the axis of the collmn will not exceed 1 in 6. Keep offsets to a minimum; bars may be wired to dowels or to bars extending up from below. 3.07 Dowels: install- all steel dowels and firmly anchor them in place before the placement of concrete is started. 3.08 Obstructions: . n the event conduits, pipes, inserts, sleeves, or any other items inter- fere with placing the reinforcement as indicated on the drawings or approved Shop Drawings, or as otherwise required, immediately notify the Architect and obtain approval on procedures before placement of concrete is started. .3.09 Cleaning reiiforcement: 'fake all. means necessary to ensure that steel reinforcement, at the time concrete is placed around it, is completely free from rust, dirt, loose mill scale, oil., paint., and all coatings which will destroy or reduce the bond between steel and concrete. 3.10 Concrete cover: Install all reinforcement to achieve the following minimum coverages of concrete: Concrete below ground deposited against forms: 2 inches Concrete deposited against earth: 3 inches Concrete in walls: 1 inch 4nterior 1� inches exterior Concrete in columns: Clear to ties: 1-5/8 inches Clear to bars: 2 inches Hold wire fabric or reinforcement steel in floor slabs above sub-base using 3 inch by 3 inch concrete blocks of height and quantity required to hold steel at proper height and a) ignment. FAND OF SECTION Cas'--in-place concrete Section 03300 - Page 1 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION 03300 - CAST-IN-PLACE CONCRETE 1.00 GENFRAL 1.01 Description: The term "cast-in-place concrete", as used herein, includes all concrete indicated on the drawings, described in these specifications, and/or needed for a complete and operable facility. Cast--in-place concrete in this Work includes, but is not necessarily limited to, footings, found- ations, concrete slabs on grade, concrete walks, loading docks, interior concrete bases and curbs, etc. Coordinate with work in SITE, WORK contract. 1.02 Related work specified in other Sections: A. Concrete formwork and reinforcement are described in other Sections of these Specifications. B. Where items are required to be embedded in the concrete but are not specifically described in this Section, the item or items will be furnished and delivered to the job site as described in other Sections of these Specifications. Cooperate as necessary with other trades for the proper setting and anchoring of all embedded items. 1.03 Codes and standards: Comply with all pertinent cozies and regulations. Mix, place, and cure concrety in accordance with ACI 318.1-83. Inserts to equal. SS-BSS42. Where provisions of pertinent codes and standards conflict with these Specifications, the more stringent provisions sh.111 govern. 1.04 Qualification of workmen: Provide at least one person who shall be thoroughly trained and experienced in placing the types of concrete specified for this Work and who shall be present at all times during the progress of the concrete placing and finishing and who shall direct the concrete operation. For finishing of exposed concrete surfaces, use only thoroughly trained and experienced concrete finishers. 1.05 Submittals: A. Submit certificates from the vendor of the ready-mix concrete stating that all concrete used in this Work meets or exceeds the requirements of the Drawings and these Specifications. B. Submit mix design and record showing coefficient of variation before making first pour. Cast-in-place concrete Section 03300 - Page 2 1.06 Product handling: Take all means necessary to protect concrete materials before, during, and after installation and to protect the installed work of other trades. Do not allow the scattering of concrete materials on the site. In the event of spillage, immediately clean up all traces of the spilled materials aixi remove them from the site. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 2.00 PRODUCTS 2.01 Concrete: Concrete used shall be Readymix, manufactured and delivered by a company regularly engaged in this business and who will assume complete responsibility for the mix design and performance of the product. comply with requirements -. f ASTM C-94. 4 - 8i0' entrained air in outside curbs, slabs and walks, using Grace Daren AFA. Submit mix design to Architect. 2.02 Anchor bolts: All. anchor bolts shall be the size and types indicated on the Drawings and shall conform with ASTM A-307. 2.03 Grout: "Embeco", "Sonogrout: "Por-Rock", and 'Vibro'Foil" Provide non-shrink grout at areas indicated. 2.04 Sealant & curing co ound: Exposed concrete other tha,: areas to receive epoxy: Sonneborn-Contech "Kure-n-Seal" per marnifacturer's directions. 2.05 Weakened plane joints: T-shaped 1/16" plastic strip at least 1" deep, with minirran 3/4" wide pull-top stiffener and having suitable anchor to prevent vertical movement, similar to "Quickjoint". After preliminary trowelling part the concrete at locations shown or required to a depth of approximately 2" with a joint thin metal straight edge. Igen insert the strip in impression so the upper sur ace of the pull-top stiffener is flush with the concrete and immediately peel off the pull-top stiffener. Then float the concrete to fill all voids adjacent to the strip. 2.06 Floor urxierlayment: Latex type, Crossfield Products Cr26, of approved, mixed and applied in accordance with manufacturer's directions. Bring to brae, level and A smooth surfaces at grades indicated or directed. Provide over interior concrete slabs which, in Architect's opinion, are too rough or uneven to provide a satisfactory base for resilient covering. Cast-in-place concreLc Section 03300 - Page 3 2.07 Perimeter" insulation: Styrofoam SM insulation board, 1" thick. Meadows Sealtight self expanding cork expansion joint filler. 2.08 F-xpans�Joints: Ce-mouided asphalt expansion joint material, thickness noted Approved type p" times full depth of slab. Fill remainder ofspaceewith approved elastic sealing compormd. Provide in the following locations' J. Wherever exterior slabs abut vertical surfaces. 2. At intersection of new concrete with old. 3. Not more than 20 ft. O.c. in walks and drives. 30 ft. apart in curbs. 4. elsewhere noted m ng 2.09 l' ,r &irrier: "*toistop" by Fortifiber Corp. 2. 10 Other materials: All other concrete materials, not specifshall)beenew, firbut q�gity of for a complete and proper installation, their respective kirxls, and subject to the approval of the Architect. 3.00 EYE a:I O- 3.01 Surface Coss: Prior tD the work of this Section, ::arefully inspect the installed work. fy that G11 work of other td�i� nS verifythat sufficiently of other trades, veria]1 complete to permit the start of work under tni forms are complete acrd securely anchored and that all required reinforcement, inserts, siee,7es, and miscellaneous itl tedWwork of thisSectionwplltbe�in and approved, and verify that the �rnp accordance with the approve] design. In the event of discrepancy, i=)ediately notify the Architecr and proceed as 6irected. 3.02 'esti A. 'Test methods: ASTM C-31 1. Taking cylinders: ASTM C_39 2. Testing cyl irx�ers AS1%i C-42 3. Core tests (if required) : ASTM C--143 4. Slump tests. B. Concrete cylinders: Take no less than 3v � sst�ea�horetc h concrete is cast , a� � ecylinders for each 100c bio yards of concrete cast_. C. Slt rip test: k1ake 1 sl.zT gest for each 25 yards of concrete or not less than twice daily during placing operations. D. Test payment: ll tests sl-L.11 be performed by a testing agency selected and paid A for by the C.wner. Cast--in--place concrete Section 03300 - Page 4 3.03 Concrete strength and proportions: A. Use only transit mixed concrete conforming with A.S.T.M. C94. The ultimate compressive strength of concrete shall be 3000 P.S.I. at 28 days minimum for all wor1c, unless noted otherwise on drawings. B. All concrete shall have a minimum of 500 lbs. of cement per cubic yard. 3.04 Mixing: A. Mix all concrete continuously until it is discharged. Mix for riot less than 10 minutes, 3 minutes of which sha' ' be immediately prior to discharge. Do not mix in excess of 1 hour. B. Do not add water to the mix after leaving the plant. Upon the Architect's approval, water may be added only if slump is under that specified and the addition of water is not more than 1 gallon of water per cubic yard of concrete. C. Maximum slump: Footings and foundation 4", slab on grade 3". 3.05 Conveying and placing. A. Notify Architect and testing agency at least 24 hours before placing concrete. B. Before placing concrete, thoroughly clean all mixing and conveying equipment, thoroughly clean out all forms, and completely wet all forms. Do not permit accumulation of ground water removed until completion of the Work. C. Do not place concrete in any unit of the Work until all forms have been completely constructed, all. reinforcement has been secured in place, all form ties at construction joic,"s have been tightened, and the work has been inspected and approves: by the Architect. D. Keep a record of the building, site, showing the time and date of placing all concrete in each portion of the building. Make this record available to the Architect for inspection. E. Concrete placing, once started, shall be carried on as a continuous operation until the section of approval size and shape is completed. Make pour cut-offs only at locations and to detail approved by the Architect. F. Handle concrete as rapidly as practicable frori the mixer to the place of final deposit by methods which prevent the separation or loss of ingredients. Deposit concrete as nearly as possible in its final position to avoid rehandling and flowing. Do not drop concrete freely where reinforcing bars will cause segregation; do not drop concrete freely more than 6 feet. Concrete that has partially hardened shall not be deposited in the work. Start the placing of concrete within 45 minutes after the introduction of mixing water. . Complete the placing of concrete within 90 minutes after the introduction of mixing water. I Cast-in-place concrete Section 03300 - Page 5 3.05 Conveying and placing: (cont'd) G. Use mechanical vibrators to thoroughly compact all. concrete. Provide pour holes in the forms to the extend approved by the Architect and necessary for proper filling and inspection. Where conditions make puddling difficult, or where reinforcing is congested decrease size of aggregate and add one sack of cement per cubic yard of concrete. Use the same modified concrete to a depth of not less than 3 inches when starting a new pour. H. Use a mechanical vibrator at each point of discharge. Maintain a stand-by vibrator in good working condition, but not in use, until all concrete is placed. I. Perform internal vibration by direct action in the concrete and not against forms or reinforcement. Vibrate each pour until the water shows indications of rising, but not until the water has risen. J. During the pour, use suitable tools along the faces of the forms to force large particles away from the forms and to bring mortar to the surface of the forms. External vibration may be used only when specifically approved by the Architect. Take all means necessary to provide fully filled out, smooth, clean and properly aligned surfaces free from objectionable pockets and blemishes. K. Tamp slabs with a jitterbug to depress the rock and then push flet with a bullfoat as necessary. Take care that the wet slab meets the screeds accurately and does not rise above screeds or lower below them. 3.06 Construction joints: A. Locate construction joints so as not to impair strength of the structure. Secure Architect's approval of l.ocotion and details of all construction joints. B. Clean all. construction joints at proper time to remove all laitance and scums; clean and roughen the entire surface of the joint, expoFe course aggregate solidly embedded in mortar matrix. Clean all drippings from forms and reinforcement. Remove all debris resulting from cleaning. C. Limit slabs poured an grade to approximately 400 square feet. Ir. General, make joint lines coincide with lines of colt-uns or permanent walls. Tool. all exterior joints with a small radius edge tool on both sides of the joint comprnmd. 3.07 Protection and curing: A. Protect all concrete from injurious action of the elements and defacements of all nature during construction operations. B. Concrete: Cure in accordance with standard specifications, supolemented as follows: C. Walls: Keep forms wet until removed. If removed during required curing period, treat as follows: 1) Walls exposed to sun - keep damp with wet burlap, or approved method. 2) Walls not exposed to sun - keep damp with water spray. !wr qK w" w Cast-in-place concrete Section 03300 - Page 6 • 3.07 Protec"ion and curing: (cont'd) D. Exterior Slabs: Coat with Grace "Horn Clear Seal", Sonneborn "Kure-N-Seal", or approved applied in accordance with manufacturer's directions. E. Interior Slabs: 1) Exposed floors - coat with Grace "Horn Clear Seal", Sonneborn "Kure-N-Seal" or approved, applied in accordance with manufacWrer's directions for maximum hardening and dustproofing effect. Clean floors and apply second coat just prior to final acceptance. 2) Floors to be covered - cover with reinforced kraft paper. lap joints 3" and seal with waterproof cement. F. Defective Work: Contractor responsible for staining of floors due to damage to specified coatings or coverings. 3.08 Concrete finishes: A. Trowel all interior slabs to a smooth hard finish. B. Unless otherwise called for on the drawings, trowel all. exterior slabs and apply a light broom finish, except heavy broom finish at dock slabs. 3.09 Dryppac_kki�ing I�ei- o all drypacking, grouting, and particular. patching directed by the Architect or needed for proper completion of the Work. Use only the approved grouting material and apply it in strict accordance with the manufacturer's published recom e-dnations to produce a grout which will not shrink and which will attain a minimum compressive strength of 2500 psi at 7 days. 3.10 Cleaning and patching: Grind down ridges and rough slab edges to receive resilient flooring. Repair all defects in concrete as directed by the Architect, chipping voids to a depth of at least 1 inch, removing all loose material, and leaving edges perpendicular to the surface and parallel with form markings. Fill 311. voids, chipped areas, and other irregular surfaces where so directed, to duplicate the appearance of unpatched work. All cleaning and patching shall be at no additional cost to the Owner. 3.11 Slab slopes and tolerances: A. Unless otherwise indicated on the Drawings. make all slabs even and uniform in appearance and, where no slope is required, level within plus or minus 1/8 inch in 10 feet. Where floor drains or floor slopes are indicated, slope slabs uniformly to provide even fall for drainage. B. Slabs are to be checked for Ievel by the prime contractor for tolerance before any finish tile is ir:stalled and any necessary corrections made, at no cost to Owner. Cast--in-place concrete Section 03300 - Page 7 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - 3.12 Surface sealing: l Clean concrete surfaces with industrial broom and vacuum sweep. Apply sealer just before substantial completion of the Work. 3.13 Perimeter insulatior: A. Install Styrofoam SM insulation 1" thick against inside face of concrete foundation walls extei,xiing frcxn bottom of floor slab down 2' . Where top of footing is less than 2' below bottom of slab, extend insulation under slab so the total insulation width is 21 . B. Install Meadows Sealtight self-expanding cork expansion joint filler from top to bottom of slab. 3.14 Vapor barrier: Install vapor barrier in widest width possible over the base fill, parallel with the direction of pour, lapping all joints no less than 6", and sealing completely with approved pressure-sensitive tape. Rim up edges at walls and seal around all penetrations. Coordinate with wort in Section 02200 Earthwork. END OF SECTION C L'ni t "U sonny Section 04200 - Page 1 SF Tlo\ 04200 - L"�IT "4*C�\'RY I .00 CI14EKAI 1 .0i Building walls, where indica'tPd on the drawings, are designed to be constructed of mesann• wets. 1 .02 RelatE<I �' y ,e� ifled In other au !sect A. iteinforcernnt is described it, section 03100. B. oampproofing is described in Section 07100 C. Naterproufinb Is described in Section 07100. 1 .03 Fr cxh_,c t_ I'ord l�' re, durind A. Take all rrrartis�r*ceSs'a and Po protect the iruul edoMurk of ani after :ru rrwcerialf on others. Du root allow the ►tattering of mn�cx�ry the site. In the event of rssPIleagtehem from lthe lsite' Inpthe levent. of Spilled ff ce 1mn%JIete1y make of U-age to I n:�ce►l led work of then trades , approval of, and rc ,ti qll repalrs or r•.placemnc9 necessary to the app adciitl�x�l cast co the Ow+tier• B. Fiarldle ur)its to prevent chipping, breakm6e, or other damage• pp) nOt use pinch or wrecking tors withLx,c prut.ecting eget of masa�ry with wood or other rigid rwteridle. C. Store urdts a) wOCxi skids o• pallets, covereJ with non-staining wotnrpruuF rrY,irbrdr� 1 �Y+ 1'rc:ectlo�rE7�irr"ients: A. protect unit In�,onry storage and cur►scrL., n jepItist wrttiry�, h,u i l l ng, s t a i r r% aid datra ge. B. Protect rurtar materials and masonry acces:Dorles from wracher, rrul.ture and cu,11dminetiun with earth and other furelgTl mateirdla. r'^ Cane re t B1 oek: a b.e-�d A. Fal l w load bearing units. Grade N, Type 1, AS'iT1 ' wth of aggregatethat armor��?AIM Ce33.where irxlicated. Split face Strength and absorbtion shall meet L'&. STD Table 24-4-B. f>. 1 } 1 Unit Masonry Section 04200 - Page 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - 2.01 Concrete Block: (cont'd) B. Moisture content to meet UBC STD Table 24-4-A. Surface finish and texture uniform, close grained, nominal modular size units 'less 3/8". Submit manufacturer's certificate. Mason subcontractor responsible for moisture content of block after delivery to ,job site until laid in wall. 2.02 Brick: Nominal 4" x 12" face, 8" wide hollow reinforced brick, "Kla-All" tile by Mutual Materials Co. Comply with ASTM C652-HBS-SW as modified by ICBO Research Approval #2730 for hollow brick Grade 1, Type 1, H8000. Color: Monterey. 2.03 Brick Veneer and Pavers: Nominal 4" x 12" face, 1" thick "Versa-Tile" units by Mutual Materials Co. matching surface finish and color of 'Kla-All" units specified above for veneer strips and smooth surface finish for pavers. 2.04 Reinforcement: A. Bars: Intermediate grade deformed bars, conform to ASTM 615 Grade 40. 2.05 Anchors: A. Metal Bucks & Frames: Build in anchors furnished by metal buck and frame manufacturer. Fill space between masonry and buck or frame full or mortar. 2.06 Control. Joints: Dur-O-Wal "Rapid" or Carter-Waters "WF" and as detailed. 3.00 EXECUTION 3.01 Mortar mix: Mortar used shall be LBC Type S or Type M to attain 2000 psi compressive strength at 28 days & conform to ASTM C270-73. 3.02 Grout mix: A. Grout fill for cells shall develop a minimum compressive strength of 2000 psi at 28 days.. Use 3/8" diameter maximum aggregate. B. Grout for hyping shall be fluid consistency and shall have not less than 7 sacks of cement in each cubic yard of grout. The mix shall be approved by the Architect. Fluid consistency shall mean a consistency as fluid as possible for pouring without segregation of the constituent parts. 3.03 Admixtures: Approved admixtures may be added to mortar and grout. ti thu L M,isunry Scc.Cl�n1 0420t) • 3.U4 M_edsIIr�t�: Perform all r�edsurc„wnts dLculydLely using su►t,,l�le cdlibrdled devices. Shovel nodsuroit:'1Ls will rlut lx: acceptable. 3.05 Ml x ng: A. Ilse mixers of a capacity that well accept at least one sackof [ n[ per batch. Bdtches requiringfrdctional sdcks will not be ted unless the cenwnt is wei&e.t for each such batch. rd"r in g, Place the d!�'r'nu�r[ar o�r�►t�arxl mix forwater in tuelx'r � of a[alees�twour each batch continue for mtrtites• �turmemasy b�� inno case le� thand101minutes�eded Co secure a C. Reterrpering of mortar by dashing water over the mortar will not. be permittee. Rrterrper mor tdr only by adding water into a basin m,•de %4ILh Lhe mortar ar%J then carefully working the water into Che mortar. gut retemper if initial set hds begun• D. Mix Lhe murLdr and maintain is on the b rds to a 4 SILVVbyf221rct�s'3/4 ,`11t , plus or mira-is 1 /4 inch using 6 inches higll•xinllsh� abe renuvedtErumictheswur�� within 1 hour aitci the initial nu g all 3.U6 Tr�: A. At the begi l ad ng �)f al 1 masonry work, take at least. one teat sdrr4,1 e of the nurLar and grout each ddy for 3 successive working days. C.)nLirtir.,usly store the sb-plea in moist air until tested for each Lest given ill the Lable below. Erich sdnN,le shall meet Lhe mininu" sL renbLhs sh«nl in the Ldbl e. dlb or R, Cdke addit.iunal samples ,ever, inathe opiniunlof theiArc:htectc,bbuch coniiti0ns occur aid wheltiever, F I.ests are r►ecessdry Lo determine the quality uE tele ndterlal . Lke Lulit C. In making thelnurtar Lest , tz g,scarefullyl�protect the f the rapecllrlecs withAfLer Sp► \ atter spread► is a covering kept damp for a least 24 hcxurs, niter which store a� Lest. Che Specin.:ns as re(pired fur cull rete cylinders. D. In making test prisnLs break the nuld away after ltrout or plotter has tal,. its set , WL Lo ,tore itehdslhdrdlerwd`tiSullposiLi � as Ce4cdraJ I�r Cullcrett y Unit %sonry Section 04200 - Page 4 E. Minimum mortar and grout strength in poLmds per square inch: Test: 7 days 28 days Mortar compression tests on ? inch by 4 inch cylinders . . . . . . . . . . . 800 2000 Grout compression tests on 3 inch by 3 inch by 6 inch prisms made in brick mold 1000 2000 1.07 workmanship dLi l_&•iwral rcqulrcYnents: A. Fill required cullS solid with grAA. Provide .leanuuLs In accurdjll'-� wiLh Lhti f orm Boil 1 d i ng Code. B. Align all verLic:sl cells, preserving the wtubstrucced vertical wnLlnuiki of all cells wtLhunab&tn Lc.wJ flues nvedsuring nut less thdn 3 in>Lheb excel)t 4k-re open end units are useu. C. 11w. maxinun he i ght of any gruuL par shall lw less Ovin 4 feeL. 1). in placing nurtar in horizontal joints, cunqdIrLely cover Lhe face bhel I5 of the uniLs with nr.,rcar. Solidly fill all head juints. Unless uthcrw15, indicated on the drawings , lay all m3SUnry wiLh ccrm'&.)n bund. hold racking to a mininun. Permit r.a touLhing. E. Filly embed all reinforcement in grout; it, ooL tinbed in mortar ur ni,rL.AT ju i rit s. F. When grouting is stopped for a period 4 1 hu<,r ur longer, farm hurlLkii l.il const.nx:tion joints by sLopping the grout pour 1-1/2 inches akin. bulLw the uppermost unit. G. Do not place pipes or curctuits in any stnKturdl masuuwy. Exc:epL duel rigid electric conduit may be embedded in strac:Lural masonry when its location has been detailed on the appruved drawings. H. Jo not form chases or recesses not st"Aiiwi drawings. 1 . Do not, use chipped or cracked blocks. It any sr,ch blocks are di scoverL.l in a finished wall , promptly remw4 them aryl replace wiLh new blocks Ltj �. the approval of the Ae•chitect end at nu additional cost to the (A< r. J. Verify all types of m)rtdr joints with the Architect before pruceed1ti6 :.) wiLh block laying. Tool all juinLS Lu a derue, ,bmuoth surface. K . Frame openings with 2-A bars at sides, above and below arrJ extend 2' " Beyond edges of openings unless noted otherwise on dt'awings. L. Provide corner bars for all beams. 2.4$4 in h4-vi ',pAm ar rmf lira, a-, sills, at top of wall arx3 4'-0" o.c. Vert. unless noted otherwise on drawings. Unit Masonry Section 04200 - Page 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 3.08 High-lift grouting: (per UBC gyp, 24) A. Provide cleanout holes at bottom of all cores. Prior to placing grout, wash all mortar projections and mortar droppings out of grout space with a jet sti•eam of water as required to clean surface. B. Consolidate all grout at time of pouring by vibrating. C. Allow masonry to cure at least 24 hours before grouting. D. Pour grout to not more than 4 foot depths, then wait approximately one hour and pour another 4 foot depth. Pour the full height in each section of a wall in one day. E. 411 reinforcement steel shall be inspected and approved Wore the start of grouting. 3.09 Control Joints: Provide and install control joints in concrete block walls where shown on structural drawings. Control joints to be "Sonneborn Construction Systems" code CS306. After concrete blocks and control joint material are in place fill ,joints with Sonofoam Backer Rod full height and seal with Primer 759 full height and Sonolastic two part full height. Guarantee control joints to be leakproof and weatherproof. 3.10 Wall cleaning and protection: Remove all concrete scum and grout stains on the wall immediately. After the wall. is constructed, do not saturate with water for curing or for any other purpose. Check all joints for tightness arxi, where cracks are visible, chip out the mortar, tuck point, and tool to match all adjacent jointing. All cleaning procedures shall be subject to the approval of the Architect. 3.11 Application of brick veneer: Secure 4" x 12" x 1" units to Wonder-Board on walls where shown on elevations using latex-modified thinset mortar, per ANSI A108.5-1985 Ceramic Tile Installed with Dry-Set Portland Cement Mortar or Latex- Portland Cement Mortar" and ANSI A118.4-1985 "Latex-Portland Cement Mortar" and method W202-87 in TCA Installation Handbook - 1987. Match joint. spacing of structural walls. 3.12 Application of pavers: At pavers follow TCA FIOI-87 installation method, modified to use Portland cement levelling coat and then a latex-modified Portland cement bond coat. END OF SECTION Structural Steel Section 05100 - Page 1 - - — — — — — — — — — — I SECTION 05100 - STRUCIVRAL STEEL, 1.00 GENERAL 1.01 Description: Structural steel for this work includes furnishing and installing pipe columns, bases, saddles, and other structural steel shapes and plates as indicated on the Drawings. 1.02 Related work specified in other. Sections: A. Concrete reinforcement is described in Section 03200. B. Actual embedment of column Lases will be performed as described in Section 03300 of these Specifications,. Cooperate as required with other trades to ensure proper and adequate provision for anchoring column bases and to ensure timely and orderly progress of the Work. C. The following items are described in the indicated Sections of these Specifications. Cooperate as required with those trades to ensure proper interface of the specified items with the Structural Steel described in this Section. I. Miscellaneous metal Section 05500 1.03 Codes and standards: In addition to conforming with all pertinent codes and regulations, conform with the following standards: A. "Specification for the Design, Fabrication, and Erection of Structural. Steel for Buildings" of the American Institute of Steel Construction. B. "Structural Welding Cade" of the American Welding Society. C. "Specification for Architecturally Exposed Structural Steel" of the American Institu, a of Steel Construction. 1 O Qualifications: A. Steel fabricator: The steel fabricator shall have not less than 5 years continuous experience in the erection of structural steel. B. Steel erector: The steel erector shall have not less than 5 years continuous experience in the erection of Structural steel. C. Welders: All welders, welding procedures, welding operations, and tickers shall be qualified in accordance with the requirements listed in referenced standard "B" of Article 1.03 of this Section of these i Specifications. Structural. Steel Section 05100 - Page 2 1.05 Submittals: I A. Shop Drawings: Submit Shop Drawings to the Architect for review. Show all shop and erection details including cuts, copes, connections, holes, threaded fasteners, rivets, and welds. Show all welds, both shop and field, by the current recommended symbols of the American Welding Society. 1.06 Product handling: Take all means necessary to protect structural steel before, during, and after installation and to protect the Installed work of other trades. In the event of damage, immeidiately make all repairs and replacements necessary to the approval. of the Architect and at no additional cost to the Owner. 2.00 _ PRODUCTS 2.01 Structural steel: All structural and mise. steel to be ASTM-A36-84a. Pipe columns A53-84A Grade B, type E or S, Fy=35 KSI. Tubes to be ASTM A500-84 grade B, fy-46 KSI. Detail, fabricate, and erect per AISC Specification 1978 edition. All welding in steel to conform to AWS D1.1-81 using E70XX electrodes. All welding of rebar or inserts to conform to AWS D1.4-79. All bolts to be ASTM A307-82a, except as noted on plans. All welds to be full. Length of joint unless noted otherwise. 2.02 Primer paint: All shop primer paint shall conform with Federal Specification TT-P-615d (2) , type 1. 2.03 Other materials: All other materials, not specifically described but required for a complete structural steel installation, shall be new, first quality of their respective kinds, ane subject to the approval of the Architect. 3.00 EXECUTION 3.01 Surface conditions: Prior to the erection of work of this Section, verify that all work of other trades is sufficiently complete to allow this installation to proceed and verify that all such work enables the work of this Section. to be complete in accordance with the Drawings and these Specifications. In the evE�nt of discrepancy, immediately notify the Architect and proceed as directed. Strictur..: steel - -- - _ _ _ - - - - - - - - - - - - - - - _ _ _ - _ -Section 05100 - Page 3 3.02 Fabrication; A. Fabricate all structural steel in strict accordance 41th the approved Shop Drawings and the referenced standards. B. Where a conflict occurs between or, am ng standards, and the requirement!; n8 the pertinent codes, regu ati ±c tions, the provisions of thernorestringentDrewings and these SPecifica- C. Sho quirements shall govern. Shop paint_ all steel except steel to be encased in concrete to be welded. contact curfaces to be hL h._ ll . surfaces which will be concealed by interior building rf finish. o _epi, and Steelwork D. fioroughly clean all steel to be encased in concrete. 3.C3 Erection- A. Erect all structural steel in strict accordance the approved Shop Drawings, ali he Drawings and a tolerance of 1 in 4010. E straight, p41th ,lunb, and level within B. After the erection is cXlplete, touch-, dur=ng transportation or erection a� all shop priming coat danazed priming paint specified for shop _Pr= all field welds, u_5ing the pri.�r; nrt END OF SECTION Miscellaneous metal Section 05500 - Page 1 - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION 05500 - MISCELIANFAUS METAL 1.00 GENL-RAL 1.01 Description: Miscellaneous metal in this Work includes, but is not necessarily limited to, steel bumper posts, pit covers and frames, steel ladders, sle•�ves and inserts cast in concrete for mechanical and electrical work, steel channel at dock edge, steel charnel sub-frames for openings, burglar bars, metal railings, and all other miscellaneous iron and steel items not specifically described in other sections of these specifications. 1.02 Relatp,� work specified in other Sections: Cooperate as necessary with all trades performing work described in other Sections of these Specifications to ensure proper and adequate prevision for the installation of items described in this Section. 1.03 Codes and standards: In ad_'ttion to conforming with all pertinent codes and regulations, conform with the following standards: A. "Specification for the Design, Fabrication, and Erection of Structural. Steel for Buildings" of the American Institute of Steel. Construction. B. "Structural Welding Code" D1.1-75 1978 edition of the American Welding Society. 1.04 Qualifications of welders: All welding shall be performed by certified welders, using shielded arc process. 1.05 Submittals: Submit Shop Drawings to the Architect for review. Show all locations, marking, quantities, materials, sizes, and shapes and indicate all methods of connectir.,g, anchoring, fastening, bracing, and attaching to the work of other trades. 1.06 Product handling: Take all means necessary to protect miscellaneous metal before, during, and after installation and to protect the installed work of other trades. In the event of damage, immediately make all repairs and replacements necessary to the approval. of the Architect and at no additional cost to the Owner. Miscellaneous metal. - - - - - -- - -- - - _ _ _ _ ._ _ _ _ � _ _ - � Section 05500 = Page 2 2.0�1'RODdJCTS 2.01 Steel Cubi�D; All steel tubing shall be new As7ri Afree from rust, and conforming with ;;x�. , 2.02 Steel�pl- ate; A11 :;teal plate snail to new, free from rust, and conforming with ASi�1 A-36-75. 2.03 Bolts and ---,__� rx,t s All bolts and rxrts shall be new, free from rust, AS`N A-307. and conforming with 2.04 Electrodes: All arc welding electrodes shall be Purpose by the American Weldingonly [h;�se ret reinforcing steel shall be Society, ` 5. Wel for the under Di2. 1y75��r Ul . l-75, i+reldir�q of � standards of A.W.S. 2.05 ('r l reel r f►u„,t : All Shop Primer paint (2), shall conform with Federal Specification � 1. TT-P-6154 1•06 Other rrHlc•riul,: All other mdtcr,,1 ,, "UC spec, 1 it_..l l CUMIete instal1dri,_),,, yt�ll t)" . `ebcrilkii but required for a their res 1115, dnd suh�r•t ,totree frLinr.ub , best c?�elity of F�Ctvr k , , PE' (If the Archlroct. 2.07 Items of wr,r-4c: Items u ;cr;; include, but are not limited to, the following: ng A. 1'ilr Sle�v,�5: H'Ur rcuullng nrchunicel ur electrical w concrete den n►,s„n r1( thrCi or cast t run pi I R e f,rts'.`l"141 wrl Kht wl-cu . �t 1�l, bl Iron mild steel , Pi[ ..rti slcr_v, Sic� tut mtnrrr , uE c1edrance bet,xe,r B. Bur lar Bars: 5/8" diameter in smx�th steel bars at 6" on center both ways x steel fracim. Weld at each intersection. openings 9 inches square and larger. Install with tamper-Instap scr roof C. P= Raili ss.: Standard �' ga ��arter fabricationlght mild steel pipe, sizes noted, welded and ground smooth. Fabricate to true lines joints D. Steel Ladders: Fabricate ar-�7ately of mild steel sl�a f welded gnd oa r in�d smooth. 1 apart. 1Z cal members 3/8 x 2„ pas, joints Rungs 3/4" round stE,_ bars, spaced 12" size spaced 18" into vertical members, weld securely and galvanize. Mortise rungs +■r s s � �r � � �r Miscellaneous metal Section 05500 - Page 3 - - - - - -- - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - E. Loading dock door openings ed e an le �a dock: Fabricate standard steel chLinnel an ane stock to shapes and sizes as detailed on the Drawings; bolted and%or welded connection as shown on the Drawings, complete with anchorage devices. Fabricate to full Length units. All members aligned and trigs. F. Guard �sts: 8" steel pipes and as detailed. G. Open web steel trusses: Fabricate open web steel trusses at feature towers as detailed. Take great care that all welds are neatly done with no voids that will allow rust to form unseen. Sandblast pieces after pre-fabricating in as large a unit as possible and heavily shop-prime with material compatible with epoxy finish coats to be applied after units are welded or otherwise secured permanently in place. See Section PATWING. 3,00 l'YLki I F I I(IN 3.01 Stirface oculi( Prior to eXjeCutluwi „( work uurlcr tills SecEloll, carefully inspect the lrstallexl work of uthi,-r Crade-i sill verify that all ouch work is sutficlently currr)lLte to pennlc this work to be lnsc,alled and that the miscellaneuun nrtal Ilibcal :ntluli will be in cLAti)leta accor*+&nca with Cha Urawtngs aril these S[*cificatiun:). Take all regWred dimnrlons in Che field. In the event of discrc•Iwix:y, inrediately rocify the Architect ai)d NrutiLuJ as directed. 3.02 FahrIcat Ion: A. fabrltate all a . ellalucuib nL:t,al In striLC accordance with CtM! approved SJk,p bi jwingb a1XI t)w retererx:ed sCaiaiarda. B. Insufar as Ixussible, I)refahrlc.ite all !tom In the shop, c_xnplate artid reaJy lur e i ect lut1. C. Unless otherwise inllcal:W uii the Drawings, weld all shop cornectiana, Make all julnts and lnterscctlons of mecals tightly fitting and securely fastened. Mdke all work Square, plu►rb, at 610C, Arid true. U. Drill or l*mwh -ill holes rer'alred fur the attachment of writ of utter tradub aitil for bolted curvlrLtlunli. &,nsd holes are not acceptable. E. All 6&-h1s hIi,ll Ire fall ler,gill i1llus1 Irtllcated otherwise on JJ� aw�iib�. Misceilaneous metal Section 05500 - Page 4 3.03 Shop painting: Shop paint all steel except steel to be encased in concrete, surfaces to be welded, contact surfaces to be high-strength bolted, and steelwork which will be concealed by interior building finish. "Thoroughly clean all steel to be encased in concrete. 3.04 Erection: A. Coordinate installation schedule with the schedules of other trades to ensure orderly and timely progress of the Work. B. Erect_ and install all miscellaneous metal in strict accordance with the Drawings, the approved Shop Drawings, and the referenced standards, aligning straight, plumb, and level within a tolerance of 1 in 400. C. After the erection and installation is complete, touch-up all shop priming coats damaged during transportation and erection, using the priming paint specified for shop priming. LIID OF SECTION I AAid x:r SUL L t un 06010 - Page 1 1.01 Descript i t)n: Me term "I ndxr", .is used herein, inclides all dimension lumber, finish aid trim w<,.cl, structural plyw0xxl and finish plywood, and all rough hardware including nails, butts, screw!;, framing anchors, and other slmllar iLems nut specifically described in other Sections of these Spet:ificatiuns but required for a canpleLe and operable facility. 1 .02 Rel i'ed 6K)rk it'd in oLix-r Sections: A. lumber for f(xurlatiun fornis is descrlbW In SecLiun 03100. B. InsLallaLk)n ut IunIx-r Is deacrtbed In usher Sections of these SpeClticaLtunb. 1 .03 CA-xleB and ,t.11ltl.trdz,: Unless ucherwi,e ,ippruved by the Ardhi Lect In advance, all me►terials of this Sectiun ,Kill meet ur exceed the pertlrx:nt requirements of the fullowing: A. Building ('A-xlk!: Wifurnt Iktllding Ccxle, 1985. (Oregon) H. Douglas Fir, CiAdr, and "Stanitjrd Grading Ruies 1981" llenrloLk: as puhl l sited by the Wertern WuW l'rxxku is Assoclatton. C. Redwocid: "Stdrxiard Specifications for Grades u f C a 1 i f u rnl a Redwood Usnhe r", as pr.i.hlished by the Redwood Inspectlun Service. D. 1'urYlcr0sa 11hic aid "Staid.trd Grading Rules 1981" ld.tlw Alile fine: as pr,bll5hed by the Western Woad PruducLb Ass4x:idtiun. !:. PI ywixxl: "Soo l.wt.xxl Pt ywnod - Const rust lwt 111X1 lndo,l Hal" l'ruduLt 5lainlard PS 1- 83 of the U.S. Deikartment of C:cxrrtrerce, &-reau of SLardards. F. ButIdilib Federil Six:cificallun Ul-B-790v da L eel Fe h rud ri 5, 1968. sor � s � sr e!r wr l.nd>Ier SC O t W11 (kO l O - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- 1.03 Codes and standards: (cont'd) G. tJ1"I Ilres' I-V,I( I VL : S(drxi.lyd 1'-5 of thv American iJu.xi Vreservvrs 11IstltuCe. 11. kr)ubh h irilwarl.-: "Spic) ficatluns for the Design, F'abrlcatlun. drd Erection of Structural Steel for bulldl%s" of the Am-rican Inscicute for SLeel Ujna r rl lA l W 1. 1 .014 Fnrll►ct ILII111 i 11g: A. Use a I I 11WJ11J IOLcvsSaty to I)rilt.'ct all nu(erlals of Chls Section befure, dllrii%, .ind after lrlstallilt lun ala) to protect the inbLallvd work of uthur trades. li. DLlIvcr .,II n►Iluridls to the sltc urtd sture In a safe area, out ut the wcy ui trattic, a1vJ 5,hured up uft the grcxzd. Identify all lanber as Lo grade drxJ scot-e ,til grades separately from ucher trades. i'ruteCt m&.tJl I)ru.Jucts with .,de(fure waterproof outer wrappings. Use exCrerw care i,1 the uft-10adinb ut Umber materials to prevent darwlge. C. In the event of ddrnige, invudiately make Al repairs and replacements rlecessdry to tllu approvul of Ilk.- Archltvct jiti at rlu ddk.11ti�XWl Cort t hl L%.n K.r. 4 .00 PR(N;1)C 'S 2.01 Materials: All products of this '+r'CtILX1, wllcss uthcrwiae 5I1eLifically approved in advaiv to by the Architect, shat l n>L(,t ur exceW the fol loving Wrim mb, with mal t ture content not to exceL-d 15%: Ir�m: Muterl,ll aryl &rade: No. 2 or better Pressure Jyedted Wuglas Fir St WS: 11xAbl.rs Fir-larch, 4). 1 ur txet.ter. K.D. Roof joists: DF/larch, stnictural grade No. 2 K.D. Floor joists: DF/Larch, structural grade No. 2 K.D. Plates DF/larch, structural grade No. 2 Roof beams and Colurms: DF/Larch, structural grade No. 1 Blocking: DF/larch, structural grade No. 2 Receiving & Stock Wainscot: A-ll Interior Grade s Lumber Section 06010 - Page 4 - - - - - -- - -- -- - - - - - - - - - - --- - - - - - - - - - - - - - - - 2.03 Other. materials: All other lumber materials, not specifically described but required for the proper ccxnpl_etion of the Work, shall be new, first quality of their respeci--ive kinds, and subject to the approval of the Architect. 3.00 EXECUFION 3.01 Deliveries: Make as many trips to the site as necessary to deliver all materials in a timely manner to ensure orderly progress of the Work. Stockpile all materials sufficiently in advance of need to ensure their availability for this Work. END OF SECTION W w w w w w %x4i (:irlwiilry Sectiun 0b1UU - Nage 1 SECCIIIN 0010(1 - MAK;II (ARI'I.NI'HY 1 .00 GENERAL 1.01 Description: Portions of. this Werk, as indicated on the Drawings, will be wood framed. In additiun, wood com>}wnrnts are .required at various other locations in the building as backing ata blocking for the support of finish surfaces. 1.02 Related work si-w lfIed in other S,--ctlons: Jew following are described In the indicated other Sections of these Specifications: A. Concrete f.onnTw)rk is described in Section 031.00. Plywood and dimension lunlx:r removed from concrete forms nay be reused for conce&led surfaces of the structure provided it meets requirements specified for the second use and is in clean and sound corditlon. B. All lumber aivJ rough hardware materials are described in Section 06010. C. Finish carpentry is described In Section 06200. D. Glue laminated wc)od beams are described in Section 06110. Coordinate as required for she U-WLallation of members connecting with the l umi na r ed wood beams. E. Various accessory and finish items described in other Sections of these Specifications will re re blocking, backing, or other support from rough carpentry. Carefully study all Drawings and these Specifications and coordinate wl.th other trades as required to install all required wood support. 1 .03 (Xw l i f i cat i ons of wi)rknaen: Provide sufficient skilled workman and aupervisors who shall be present at all times during the execution of this portion of the worm and who :.ha- 11 be thoroughly familiar with the type of construction and the materials aid methods involved. In the SCLeptavice or rejection of rough carpentry, no allowance will be made by the OA*!r for lack of skill on theIsrt of wo risme n. 1 .04 l'r(xluc t ho i d i i Store all materials In such a matrrer as to ensure proper ventilation and drainage airl to protect againLst d<unage and the weather. Keep all material clearly identlfled with all grade marks legible. Keep all damaged material clearly identified as damaged and separately stored to prevent its inadvertent .tse. rho not allow the installation of damaged material. Use all medt.s necCs,:,;ry to protect all materials and the installed work of other trades. In the event of damsge, immediately make all repairs and replacements nacess,iry to the approval of the Architect aro) at no addition�ml cost .o the Cwwr. K.x►bh Carpentry ScU i un ru l n0 - Page 2 2.00 PKODLCUS 2.01 Tools at-Ki e2�j ,u i l L : All t►xul s and e(pul lmi nt. .4hal l ccMrpl y with all pert 1 runt codas aW re*Aatlons, including pertinent safety urxlers, and shall be maintained in proper :oixlicion for use at all tines. 2.02 Other malerlals: All ma'rerials, nut specifically described in other Sections of these Specifications~ but required to he furnished for proper completion of the Work, shall he as selected by the Contractor subject Co the approval of the Architect. 3.00 F)OXI 10N 3.01 Surface conditions: Prior to the 4..)rk of tilts Section, carefully inspect the installed writ of othe,- trades and verify that all such work has been so installed as to allow rough carpentry to produce surfaces to the required design. In the event of dlscrepdncy, inmeiLdtely notify the Architect and proceed as direcr.ed. 3.02 Workmanship: A. All rough carpentry shall prcxlu Le Joints true, right, and well na.ileil with all members assernbled in accordance with the Drawings and with all pertinent regulations. B. Cut all wrxxi members to fit. Du not shim. C. Erect all members straight, plumb, and accurately located. D. Carefully select all structural members. 5e►u..t individual pieces so that knots and obvious defects will rot interfere with retaking proper connections. timber may be rejected by the Architect, wt'wther or not It has been installed, for excessive warp, twist, buw, ur crook or for mildew, fungus, or amid as well as for improper cuttlrg or fitting. Cut cut and discard all defects which render a piece ruiwble to serve its Intended function. ee ei eWill e1 ew M ei k,xihh Carpentry "cctiun 06100 - Page 3 '1.03 'freaLvd w►xxl: A. Sills and nk:nJk,r-, r_ontact[ng cuncrete on grade, ledgers at perimeter of roof, arxi all. lLinber used dt sleepers tur rout mxaued equipment ur structures,pressure treated with an approved preservative, or use kedwtx,d at sills knily. All exposed wood structural members shall be treated. B. !.here factory treated wood 15 cut at the dub site, apply 2 liberal brush coats of the sans: concentrated solutions to all cut surfaces. Allow the dub treatment to dry at least 2 NAirs before incorporatiun into the Work. 3.04 General framinu: In addition to all framing operations normal to the fabrication and erection of the structure and its cunpound parts, install all backing and blocking required for the work of other trades. Set horiwontal and sloped members with crown up. Do not notch, bore, or cu: members for pipes, ducts, curxluics, or uther reasons except as shown on the Drawings or ds specifically appruved by Ow Archltect. Make all bearings full and all blocking solid unless otherwise indicated on the Drawings. Finish all bearing burfaces an which structural membert are to rest so as to give sure and even support. Where framing roeabers slope, cut or Hutch the ends as required to give uniform bearing surface. 3.05 Blocking and f,.rc�st��i�lr�: Install all blocking required to Support all !terns of finish acid to cut off all concealed draft upenings, both vertical antic horiuxual, between ceilin aril floor areas. Fire stops, when of wood, shall be 2" (nortLLnall i1i Lhickness by the full width of the op"ng being blocked. Install in the tullowing louitiuns: A. In all stud wells at ceiling and floor levels. B. In all sCixi walls, including furred spaces, so that the max- imun dimension of any concealed space is not rears than 8' , or as required by local code. C. At a! 1 other locations where openirigs could afford passage for rodents or flames. 3.06 Bridging: Install wood cross bridging (not less than 2" by 3" nominal dimensions) , metal cross bridging of eq_wl strength, or solid blocking between ceiling gists where the si exceeds 8' unless the omission of blocking is specifically pe rnd t t ed Zthepertimni building codes. H 'Ah Gi rpe n t ry 'IL L C i un 06100 = Page-4- - 3.07 Stix1 waI Is ,itl k,rl it iuri5: All studs ,hall �, yule length, ons 1lce'd Frame all corn[[[y a,xj intersections length, i anti platform plus all required bearingfor with 3 or more studs plus all double plates , lcip.wall finish. Use single plates at bottom, 3.U8 Instal larlun of Place Ponce all ply%AxxJ with face grail, Ikrhendlcr• rtirxiy over at l c ass 2 s l a to supports and supports arxi nail into w'p"rts. Cense, joints accurate" by use of all re rJ red sulld wood. Protect all 1 Y over m ,-,aterprLxjf coverer plywood ad Exam mats[ure turn been covered by the next succeedinganti" the p;y� MoL�Ws In Plyclips at free joint at el i roof `'u"Punent or finish. Use solid block. sheulLhing spen�ng 24" or ,rare or 3.09 Fasten"n: A. For nailing, u,c only d[mens ion shuwr, I n lcnrmun wire na! I s or sp"kes of the covered In the Na`I1,� Schedule. For conditions not plecr rrcetvinb�heing S`heclule, provide point of N?t less than �tha[l n into the or spike provided, howver, that 16d the length of the mall 2 pieces ut 2" (rw�ndl ) thickness, nails may be used to 2 pi es utrr as re Do ell na11e corYwzt nails which do ,Y,t �r�' replace all s tic be without e a,, ng distance and replace cwith tely I'e'•netrate the member®. > ve ell Prul'rr nailing. `'� for the required H• F"c,r Ix,ltlnb, drill hult�o l/i(," lar • Drl l l st ralgh, ,rKl t h err In dIdneter than the nx fro„n ane side urrly, bolts. Ek"lt threads nt,st IK)t bear on and head 64wre Guth bear o„ `ie 'Od' Use wuyhers '�. Use: wdshrrs �� under nit oder all n iut s, C• For laf screw: arxl wood screws rcxat of thread. �rlar a prebore holes same dl ut th -' yFti„*, g hales to shank diameter for the as Screw, do nut drive he length U• Use Ili !t[ Kwi k-Hol. , all lag screws and wood screws. I r"i l t i r r-�crete Ar►chors as manufactured b Inc. ltAJ0 55th. Avery Nurch Y inn. och n4l& of higlr tens! le Arxl sharer stye , Mimed I�leprrdrnC-actin ► strength steel [pholis, Minn. 55430, Plating b, spring-yCeel artier se amtninruts of [eau b (�i nc p l.j t i e t o Ftrfea ra 1 &m -nt s and duubl e cupting). 1"- Jl or e�xce��l ILI l�,tpv�lues R-325b plus chromate rfi lde r FCde ra 1 ujA 5 huwn Eur t • F1•'-S-325, Interim Anerulr his anchor I E. Use lx.�th nails aril gent �. J. Co joists. Glue shallfloorre mezzanine pl}tacxxl floor sheathing AFr-01. APA Performance Specification Rough Carpentry Section 06100 -- Page 5 - - - - - - -- - - - - - - -- - - - - - - - - -- -- - - - - - - - - - - - - - - - 3.10 Alignment: On all framing members to receive a finisl. -, will or ceiling, align the finish sub--surface to vavf not more *lean 1/8" From Lhe plane of surfaces on adjacent framing artd furring member::. 3.11. Cleaning up: Keep the premises in a neat, safe, and orderly condition at all times during the progress of this portion of the work. Do not allow the accumulation of sawdust, cut ends, or debris. At the end of each working day, or nr)re often if required for safety, thoroughly sweep all surfaces where refuse has settled and remove the refuse to the area designated for its storage. At completion of this portion of the work, thoroughly broom clean all surfaces of the interior. f 1 END OF SECTION I'relabrlcdted btructuruI wuul 'IV,-( 1uii ()6l 7() - Image 1 SEL71ON 06170 - I'kh.l'Mik l A lf]) `iINWRRAI- MX)I) 1.00 GENERAL 1.01 escriptiun: Prefabricated stnictural wood In this Work is limited to the glued laminated wxxl Wines and prefabricated roof joists supporting the roof and shown on the Drawings. 1.02 Related work si-wcified in other `sections: A. Anchorage items embedded in masonry, setting plates, and item fur field welding to structural steel are described in Section 05500 "MiscUlldineox.ns metal". B. Cooperate as rx:cessary with all trades performing work described in uther Sectluiis of these Specifications to ensure adequate and proper pruvlsion for the - ,terface of prefabricated construction schedule which will expose erected beams to the shortest possible exposure to the elements before covering components are installed. 1 .03 Codes and stanlards: In addition to conforming with all pertinent codas and regulations, manifacture, ship, aril erect the prefabricated structural wood in strict accordance with the standards of the hrertcan Institute of Timber Construction for the grades specified. 1 .04 Qjallfications of nkirufacturer: A. Clued laminated members specified herein shell be manufactured by a current !tcensee of the American Institute of Timber Consturction. Clued laminated members to be fabricated in accordance with "Standard Specifications for Design and Fabrication of Structural Clued Laminated (,viber" of West Coast Linbermen's Association, ldtest edition. B. Pre-tabricated roof foists specified herein require approval of U.B.C. and current ICBU. 1 -05 Cbdl I fi.dt ions o C erector: The erector st=all h:nve not less Lhan 5 years conrinYrx, experience in the erection o f 1 t ued l ail rid t W wuud beams a;d shall be subject to the approviAl of the Architect . +!� � #s tale rnrlr ret Prt I.ibrtcaLL I ,t ivctursl .out 5c'c t t un 0b 17u - Pdge 2 - - - - - - - - - - - - - - - - - - - a1 .06 S11tmM ittdls: A. Shur Dr,1L..' Suhnit Shup Drawlnbs to tlk chltect for review. Show all st►lp and errccfon details i"cluding the lucatlon, type, size, and extent of al l curVnctions and fastenings, and show the camber, material bradcs, and cambindt.lons. Speclflcully cell out all deviations frurn the design specified herein. B. Priur to delivery of the prefabricated structural wood to the job site, deliver to the Architect an "AITIC Certificate of Gxtforrrence'l covering the proLbxts furnlslwd. 1 .07 Product hand11 g A. BLrndle wrap glt,ed laminated beams with sufficient water-resistant paper and PW as required to ensure egoint damage fram weather and all uthcr source* during tranpporution nrd storage. B. Use a] l requi rcJ perscxvtel and eqW pment to safely deliver, unload ec the job site, and erect the members. C. 6here Interim storage is regAtired ac the job sl •e prior to erection, store off the bruur&J, properly supported, a�.i out of the wvy of traftic. � -CX) MLXI)C N' 2.01 C l Jed 1,11n1 rti t cel Ix .I nL, A. CeneraI : All K I ued 1,,, ,i ni t ed wtxxl beams shall bear the cq ja 11 t y mark of the American Institute of fl,?ibur Curc,tructlon fir the grade apecifle�ii. 'C 'White Sre_k. B. grades: I . All heams: Industrial Appearance Grade, where concealed. Architectural Appearance Grade, where exposed. C. 'unber All l�tnbrr aiti laminating procolures shall amply with U. S. Voluntary PrtmJ,►ct StirXiard 11. S. 56-73 with 1976 Any-r-krnents, dnd AM stairlircls as apl,llcal,le to obtdln AITiC (ertiff- re. Use Wuglas Vlr, 24F-V4, except cantilever or c,-nti1Tk-%as 'seams to be 24F-V8. I1. ALliis i vus. 1 . all bvanc, 51i6j1 ! b,• exteriors glue. E. 1'r. tc2ct iurt, All bvfLs she) 1 l�rve t'rx! cu.,t of perwtratfiig clear as "t.1�xx11 fc ,t Pe'�to 'relil" al`14ied et the factory. such PrufubricatW atrxtural w_*Al �w,tlon 06170 - Yrge 3 F. Hardware: nw fabricator ,lUli furniNh connection steel and hardware for joining timber members to each other and to their supports exclusive of anchorage embedded in maconry, setting plates, and items fielai welded to Structural steal. All metal shapes shall have ona coat of shop applied tuat-inhibitive paint. Furnish all necesbary data to other trades for fabrication of other required Ki dware- (;, Fabrla:aci�m: Fabricate all blued laminated wood beam in strict accordance with the appru,, ed stx)p drawing ardthe referenced standards. Cvnber all beams to true straight lines under 1� times dead load, except as nored otherwise. H. Maisture Content: Ihe mutsture comem of lumber at the time of gluing shall be nut less then 7% and stall not exceed 12%. Tha range of moisture content of the various laminaLiona assernbled into a single member shdll not exceed 5%. 2.02 Pre-fabricated roof ►td Sts: A. Manufacturers: 1. Trusses shall Fee (�)en Web, Steel Pin, as manufactured by Trus-Joist , Inc. and shall have ICBG approval. Furnishmisses ccxnplete with bearing sues, red. Erect and install per blocking and bridging as requi marufactL rers instructions. g, Fat+ricar i(in an&i material : 1, Offen Web, steel pin joists: a. Car,be r )o i s t y to t rue s t r a i 4lt 1 i ne t; under 1 1/2 1 tme s dead l.aad uric-ss otherwise shLp n ata CM drawings. b. Furrni Ah in-line bottom chord bridging as required and furnish web stiffener blacking, intermediate &hear panels, pre-grated bearing shoes, erectlun bridging, pre- td places, web stiffeners as required by codes unless otherwise ,hexa, on drawlnis. a ,A rucl ural mxxi ',uc L I ur (k)1 7() - I',tgu 4 C. Shop drawings: Submit complete shop drawings that include calculations, location plans, bearing and anchorage details, recottmended method of supporting concentrated loads suspended from bottom or placed un tup of truss, required 5rldging, and tx)ttum chord bracing. �.lkl F:U•.t III ION 3.01 SchedtiI i rte: Careiully Wuldiwl.t: Lhe sLlwdule for La'irication and shipping with Lh,: „ver,rlI -Aludtile tur currstiucl. ion of the Work to ensure the availjbiltty ,t the pre fahrILdLcxJ structural wood on a timely basis. Stockpile the required nr:mlxr r, ,ui t l c 1 end 1 y in advance to prevent cle1ay in VI-VI-11011 schedule. f.01 Erec:tiun: A. Erect Lill prul,ihric,,tud srnrcLurul vAxxf in strict accordance wi►_h the Ih,,wrrrgs, ,rild Lhe ,ippru ed Shop Drawings, aligning straight , pliva), jird luvul within a Lulerance of 1 in 100. B. After Lill' cruLLi,nl i, cox,y,lute, touch-iy, all scratches in the wood surlacu rr>ing the pvnvLrjting clear sujler specified for fjctOry ind tuuLh-up all sh,)p priming of handware using Lhu !,.wL- r1,sl -itllrlbit Ivo l,airrt jl,l,l ied jt Che factury. C. Provide shims at bearing points of all sloPitg trusses - as required by niartufacturer for full bearing. f f FM Of' SECT I ON I'hilsh carpentry secti„n 0b200 - Page 1 SECHO N 110.'.(ll) - IAN1 X11 ( AHITNINY i ® 1 .nO CENL RAI. 1 .01 Ikscrrpl i1)ii: Finish carpentry in this Work I ncll,adus, but is nwt necessarily limited LL, the installation ut all finished trim not specifically described as hel ng i Distal led under other Sections of these Spec- lficatlons, the installation of wuxl lours and frames, ncc install- atiun of accessories and accessory cabinets, etc 1.02 Related work specified to other Sections: t 'Ihe following are described in the indtcated other Section.4. k. Purnishinb Al finish ILIMber! Section 06010 B. furnishing all tinish harcware: Secc ion 0$100 C. Furnishing all accessories i, descrlbed ;n various other Sect ions. Coordinate as required to determine and to execute the manufacturer's recommended methods of installation. 1 .01 ( all 1 ticat i,ms tit %,A rkmtn: Use unly skilled workn►en for cutting aiv-1 instal 1 ing the work of this Section. /i'l acceptance or refection of installed r.urk, no allowance will be nude by the U,a►er for 11ck ut skill on the part of wurkwn. 1 .04 Prir.1t►ct l'Undliiig: A. "Fake all m ,ilh, ne(.essary Co prevent Liamabe to finish carpentry items before, during, and after installation. Do not allow the scattering of materials or debris from this port ion of the Work. B. Protect all tinish carpen'ry items from t1r.uge. In the event I of damage, innaAiately make all repairs or replacements necessary i to the approval of the u.Aier .fix) at rio additional cost. ( keceive, catalog, .iixl store all accussurics anti finish hard- %.ure with their linal Installation. Index all keys ard, upon coir.plet ion , F the instal lA ion, (nrn them over to the Archl.Lect. Fiiil •J► carlxntry Suc r_I un 1b200 - Nage 2 2.00 NROLACI S 2.01 Tcxil s a�ri t iln�'nl All tools a►xi eclili(nent shall L„Jflgdy with all pertinent codes and regulations, inclucling lxrtlitent Safety crdrrt , end shell be mmin- Cdined In prolwr c:.,rKilt lun fur use at all tiales. _02 Other cn►terial s: All materials, not specifically described in other Secticris ci these Speci f i cat ions brit required to be furnished for proper completion of the Work, shall he as selectc-ci by the Contractor subject to the approval of the ArdllLteCt. I 1.00 l_Xl-'- elf l'i t N I 1.01 Surface Condi l i un.s: Prior to the work of this Section, carefully inspect the installed work of ether See;tluny and verify that all such work has been corpleted in sLwh a inane-ler as tc lwtmlt finish carpentry to produce the trim and usher installation required in accordance with the Drawings and these SF*c. flcatluos. In the event of discrepancy, trtmecliately notify she Architec:L and proceed as directed. 3.02 4)rkrunship: A. All finish carlwntry shall produce joints true, tight, and %.ell nailed wrtl► all members a»ewblvd In accordance with the Drawings. B. Make all joints to ccr.cea: shrinkage. Miter all exterior corners; cope all interior corners; mitt t cr Serf all end-to-end joint&. C. Instill ale trim in pieces as lung as possible, jointing only where so id suplx-,rt is obtained. D. N.►i I t ri m wi lh l i ni sh nai 1s i►r prolc•r dimension to hold the metrtber firmly In plata without splitting the wuud. E. Nail all exterior trim with galvanized nails, making all joints tO excic42c kaLur and setting in waterpruuf glue or the caulking describ"I in Suction 079CO of these Spec ificaLiutts F. On u: x)sed finish wcirk, Set all nails for putty. G. Install all it►_nL3, sLraigl►t , t ;ue, level , phinb, and firmly anchored to place. Wlwre blocking ,fr kicking is required, coordinate as necessary with :�Lher trades to ensure pl aceinent of blocking and backing ill .i tinkly alaruier. I �ill r.11 c'1n�r<'11l r'Y 5­ct i(ut 0620U - Nage 3 • Install VAKA d,K,rs ,iixj trani-s with ,I,K.hle wedge blocking back of jambs aC lrAt,, tuck s1 rikes, ,►til nwt I ing points. F1C all mood doors accurately to their frumes wi Lh an even %rgin at top and jambs and With prober cleararxe at threshold to clear the indicated floor covering. As required during prugress of the Work, remove and reset doors and hardwire fur lire installatlon of wurk of other trades. Install access doors. i 3.04 Inst,rl lat ion nt I i "i .,I, h.ndw.►r�•: Install all finish hardware In uccordunrce with the "Hardware Schedule" described in Secti, n 08700 of Lhuse Specifications and in strict lccordance with ne,nutaclurer 's I't'c(xiimenYations. Screws may be started by driving but ,h.,I I be screwed ht civ. Unless utherwise Indicated on the Drawings, ,trt 11 1 t 1 ni sh Ir`►rtl►,wre at the following heights. Cylinder deed I„I.k.. . . . . . . . . center 52 Inches above finished flour Door kilobs . . . . . . . . . . . . center 36 inches above finished floor Dour pulls . . . . . . . . . . . . center 40 inches above finished floor hish platus . . . . . . . . . . . . center 45 incheot above fIrniahad floor 'I•up hi nge . . . . . . . . . . . . top 7 inches below head of frame Nottom hii,ge . . . . . . . . . . . bottom 11 Inches above finished floor tenter htngt . . . . . . . . . . . vrfAal distance between top and bottom hinges 3.05 lnstall,rt i ,n „t .irchitttctnr,►I 6KKx1vA)rk: Install ,ill irchilt-Ltural mxAlw )r-k straight , tnkr, level , plumb, and i Securely anchored in place. Scribe and clusely tit to adjacent work. Conceal all fastenings. Install Al countertops with tightly connections to walls 1rd cabirk;ls. 3,06 Instal lat ion of .:LCeshories: Install 111 ,,ccess(Pri es ill sL ri cL accordance with the manufacturer's instrucLiuns, tLjkirh special �.•uru to install firmly and securely with all amhors drawn up Light . 3.07 V i ni sh i ng: _ilnrtlpuper all linitJl d MAKtd shit"acts (N)ruuglrly as required to I)rtxiuce a Lr-i turn ly !.nrtKuth surtace, .nlwr►vs sanding in directlan of the U" gr1in. too cuarse gr.:Tined slrrii►alwr mark, hamper mark, or t,(hur iq)erfuct i,nl will lie permi Lted. 3.08 Installation of backing for brick veneer: Nail "Wonder-Board” over i5# felt onto plvuocd sheathing as detailed. Coordinate installation with sheet metal flashing, "Versa-tile" veneer, and exterior insulation and finish system. s ry ire l I �i 062UU - Vage 4 3.09 Cl eani, ui,: Keep the premises in a neat, safe, and ortlerly cu,Ylition at all time during; progress of this purtlun of the Work. Do not allow the accunulation of sawdust, cut e,ds, or debris. At the end of each working day, or more often if required fur safety, thoroughly sweep alt surfaces where refuse has settled and remove the refuse to the arra ticsigndtrd fe,r ir.s storage. At completion Of this portiun of the Work, thoroughly hruum clean all surfaces of the interior. I'M) OF SH II(IN � +� a* ear �w► � st a � Fluid applied el.astomeric waterproofing Section 07100 - Pale 1 ' SECTION 07100 - FLUID APPLIED ELASTOM RIC WATERPROOFING 00 GEMTAL 1.01 Descripti,Dn: Waterproofing in this work consists of waterproofing all exposed exterior unit masonry walls and adjoining concrete surfaces noted on drawings. 1 .02 Related work specified in other Sections: The following are covered by the indicated other Sections. Cooperate as necessary with all other trades to ensure proper and .adequate integrity of the waterproofing installation: A. Masonry work Section 04200 1.03 duality control: A. Applicator: `lust have completed a minimum of 5 projects of comparable size and have had experience in application of type of coating system specified. B. All materials in and covered by the coating system shall be compatabie and approved by the coating manufacture. C. Container Label: 1. Manufacture Name 2. Stock Numf~--r 3. Type of Paint 4, Instructions for reducing (where required) 1.04 Warrant Two years unless coating rnarlufaeture warranties longer. 1..05 Approved Applicators: Applicators not listed must prequalify with architect. A. Pioneer Waterprootirg B. Williamson & B1eid C. Hess & Schroeder D. Florea Co. E. Ron Thomas Concrete Coatings 1 .06 Product handling: Use all ricans necessary to protect waterproofing materials before, during, and after installation and to protect the installed work of other trades. In the event of damage, immediately make All repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. Fluid applied elastomeric waterproofing Section 07100 - Page 2 1.07 Submittals: A. Draw-Downs: Submit 8' x0color, prioractual to preapplicationfor meetli��g. tects approval, of each finish B. Manufacturers Literature: Submit three copies of current literature with drawdowns. 1.08 Environm9tal requirements: A. Fallow manufacturers printed i.nstrsctions. B. Ambient Temperature: Minirnun 400 F air and surface terT)erature for 24 hours before, during, and 24 hours after application, kmless otherwise specified by coating manufacturer. C. No precipitation 24 hours preceeding or predicated 24 hours after application. 1.o9 Pre-application—meeting: A. Se•�en days prior to starting dorlc (General Contractor to arrange) . B. Present: 1 . G-2neral Contractor 2. Coating Subcontractor 3. ArchitecL 4. Fepresentative of Coating Marri-facturer C. Agenda: 1. Substrate Condition 2. Sequence and method of application of zgating system _00 PRODUCTS 2.01 !Manufacturer Thoro System Products are approved. Kel-Seal 1128, last-o-Goat, and Ta, -coat may also be used. 2.02 Materials A. c�ementitiousor100% undiluted acrylic latex block filler: As approved or recommended by coating manufacturer. "Ihoro Quikseal. B. Elastomeric coating: Polymerized acrylic elastomeric coating. Elongation (as a percentage of thickness) 29M. - 330%e Water vapor transmission: 0.04 perm inches. Color selected from manufacturer' s standard. 7borolastic. Fluid applied elastomeric waterproofing Section 07100 - Page 3 _ - - _ - - _ — ` 2.03 Crack sealant: In the event cracks occur or become apparent prior to or during application of block filler, apply crack filler recommended by Thom Systems with elongation capabilities adequate to accommodate future crack movement. Use opencell backer rod and tool if required to give proper shape to sealant. 3.00 QLCUTION 3.01 Surface conditions: Prior to all work of this Section, carefully inspect the installed work of other trades and verify that all such work is complete to the point where this installation may commence and verify that the waterproofing may be installed in accordance with the manufacturer's reccmmendations and the original design. In the event of discrepancies, LriTwdiately notify the Architect and proceed as directed. Starting of work indicates acceptance 1 of masonry surfaces. 3.02 Preparation: Properly and thoroughly prepare all surfaces to receive waterproofing strictly complying with the approved manufacturer's reconTwended method of installation. 3.03 1 isture test: M or less surface moisture test. 3.()4 Alklinity test 6.8 - 8.0. 3.05 Cementitious or acry?.icrimers: A. Apply in accordance with manufacturers written instnictions. B. Back-roll if sprayed. C. Provide pinhole free surface. ?.06 Finish coat: A. Apply two ,.oats minimum 8 - 10 mils dry film thi.clmess per coat or in millage recommended by coating manufacturer. B. Application rate: Apply at rate recommended by coating manufacturer to achieve specified dry film thickness. C. First coat: Apply a lighter shade than the approved color. D. Surface: Finished surface to be pinhole free. Fluid applied elastomeric waterproofing Section 07100 - Page 4 3.07 Field quality control Dry film thickness may be measured upon completion using precision instrument designed for measuring and evaluating coatings. Recoat any w)rk measuring less than that specified. Touch-up rest surfaces. 3.08 Q eani n&up: Immediately upon completion of the application, remove all masking and other protective members and clean off all traces of waterproofing from surfaces where waterproofing was not scheduled to be applied. ENP OF SECTION W-otui*I,rLxjI lig 5cc t i Ui 07150 - l'age 1 six,rinN 07150 - tJA'I'i:kl'ktX�l'IWC I -(X) GENERAL 1 .01 Wscril2tion: Waterproufing in this Wurk is I1.11dL d to this fulluwlnig: A. Behind furring (liiCerlur) B. Fluor pits 1.02 Related wnrk sikcitiLd in ether Suctions: The following are cowered by the Indicated other Sactiorw. Cooperate ds necessary with all othkr Crades to ensure pruper and adequate integrity of the waterproofing Installation: A. Backfillin8 against structure: Section 02200 B. Pit drains: Section 1°x400 C. Freezer floor insulation: Section 07200 1.03 Submittals: Within 15 days after award of Cuntract, and prior to start of any waterproofing installation, duhmlt the following to the ArdU tett. A. letter stating which of the specified waterproofing eyetente the Contractor has elected to 111S1ai1. U. 11hree copies of the current method-c.-f-installation recommendations 4 the rmnufacturer of the waterproofing system, lbesa r.o. mmenda- Cions, when approved by the Architect, shall become the basis for .acceptance or rejection of actual installatlon methodo used un the Work. I JA Produc t hand I i nx: Use al 1 means rkcessary to prutect waterproof Ing materials before, durii►g, and atter lnslallition arxl to prutect the lnstallW work of other trades. In the event of d.urrabe, 1"I"Jl.itely "'Au atl refvslrm and replacements necxssdry to the ,aiH,ruvui of thu Architect and tit no addlticxisl cost to the 06t>k r. Nlaterproofirg Section 07150 - t-agre 2 2.txl I'kLJlll K.-rS 2.01 On mubonr tx-hiirl fiirrinb: Sunneborn Hydrmide M648 W. k. Grace Dehydrat im- 114 2.02 Flix,r Pit watcrllrix)l ink;: All .flour pit waterproofing sluill cui0-prucems lnptalled and mhall W une of the tul l uwr ng: A. Hituthcru: Harriur `lcmbrane: W. R. Grace 6 CU. H. NervaStrat seal-Prof I0-20: R►rlAxr S P1aGLics Qxpu aid C4-). , Inc. C. lhiukul 411-11: •Ihlukul Chemical Corp. 1.00 E XIJ-1l l I ON 3.01 Surface C( itil t I ims.- Prior to ail work ut Oily S<'ctiun, carefully inspect. Che installed ruck of other trades and verity Ll-kA all such wurk is complete to the point where this i notal lat lk,n nay cam►rnce and verify that the whcerprcx)fing nWy Ix. InbLalled Lit ALLL)rdarx:e w►Oh the marufecturer's . recorrmeixiaOluns dial the uriglnal LIChI gn. [n the event of discrepancies, ime%ltately nuti ty the Archite, t -jrr,J proceed aS direcced. 3.02 Preairat ion: t'rol-erly aixJ tlw)rrwigtily prel-are all 5tirtacus to receive waterproofing, atrlctly currl.rlying with Ohe appio�vinl numilacturur's recurm n&-d mathW Of installattun. 1.W In"t.11 Idt ion: A. (Mr nuSkiliry Ix l m►l ImTiij: Allrly twr) ,lir,iyttl iir linih1wd c41�itS ul nrituri,il to cliuunate all vuilJ!, Alid Ili�Ju,l� .. 49491RUIR Waterproofing Section 07150 - Page 3 B. Floor pit waterproofs.,.I: Install the waterproofing in strict accordance with the approved manufacturer's recomaended method of installation. As soon as the recommended method of installation will allow, install pro- tective traffic deck user each waterproofed pit, taking special care to ensure that the waterproofing is totally protected from .abrasions and punctures unt'_1 installation of f�nai fill and/or coverin,_ 3.04 Cleaning up: InTwdiar_ely upon comptetion of the application, remove all masking and other protective members and clean off all. traces of waterproofing from surfaces where waterproofing was not scheduled to be applied. ENI) OF SECTION W111,It K Wwr'%w A 11! 1.rlsulaCfoil - - _ - - - - - _ _ _ - luctiun07200 - Page 1 S�ricy07200 _ - � _ - ' ` - - - - - - - -)INC IN IIIA_ ION 1 •Ol Dlescr�t�on: l�fd'ng insulation regtured for Per faced batt insulation, 3 Work consists of foilfaced and �re shown on the Drawingb, freezer floor insulation, and Rel 1,07 ated irk s "L,ci fILd in ofhCr A. ec_ t_ l_ uris Th : The fol lowI Ilg items Are described In the indrrat� 1• dnsulation e�y.� as fent so oon, ur °C�r Sections. r cetltng Section 09500 and 2• Pipe ducts, dnd Section 0955n lnsulJtion': eqUtpment Section 15400 and 3. Pertrr,eter tnsulation Section 15600 1.03 Mork__ 'lot incI�1�: Section 03300 Insulated r001cr ll,d wider seF,,.iraCe ::o tret�zer huxL�s will nt ract, be furnj s 1 •04 `,d11c t a rd Installed handl (rte: A• Store the rrtiltcrials protected n1 at the jr,b site to the 6eatller In J dry Jres UL al ) limey. CQRPietely B. Do not install 1n progressW sulintng rTuterials wrttl co to the point tl�[ t,lcle1rent or `ieC the Insulation. R't�:tlon h,sg wNather will WC C• LL r i n ► d�8e �, installation Of' scraps ,lid ' use a l 1 rr>Ldns the Premiscs fibers and to irm�.ci1,Tr*�essary to prevent the all debris I'u,c,l t In • y Pick up a� r scattering D. b from the eve from Use all means Ilcce;;sal-y, to �, `•ork of this sectlon. c,f utlM�r tra/les. I C-vCnt c1 relwt rs or I11 the Vvent c,f a rr;e to the Instal led r� I�IJcc:ments �nege, trm work Jr><l a[ flu acjd11 il,lla) n. ussary tc) t ovaI[elY R�dItN all cost. Jpl�roval of the Miler 2.O1 Insrlat 1!I - 1ns111,1t ink; R►ItC'riJly "lllbulat lull ty1M2 ` 'We IILII( 1 I I�yl 1i1! thN 1)r,,w ll) t'LC'• Jlyl �IL11I hs as [rLsulattun Cype I YY•• i � r. Building insulation Section 07200 - Page 2 A. Inssula ti — ___YL___ (1liermal - except Sales Area) Batt/blanket insulations for ceiling, commercial insulation _ and walls shall except where ceiling faced Federal S be fiberglass where insulation ingwillins lation is a Spec- HHI-52E exposed. In walls and ceiling a special be larrtiexxposed fuse fiberglass insulation s and ceilin s � ng rec g with g where insulation will be a ommera� for use in walls Test Method E84--70. xposee 1 c Use R-19 at roofs and compliance with ASTM Approved Manufacturers arewalls. 1. Owens-Corning Fiberglas 2, U.S. g Building Insulation Gypsum Rock Wool 3. Manville Fiberglass 4. Certainteed Fiber Glass Building Insulation B. Insulation t 2: (Sound) 24 inch thick batt insulation of Federal Specification g kraft faced, meeting the requirements R-value of 7 for heat fl -I-S ID, type II, with an "insulation-on]y�, Same manufacturers as A.°�'' horizontal. above. C. Insulation tuna 3: (Freezer floor) 6thickness polyurethane or two 611x 2" strips as the 3" layers with staggered Joints aril D. top slab. . Insulation t (Sales Area) Insulation shall consist of a glass fiber blanket, Pound density, R-1.9, with an type PF344, 6 glass fiber blanket shall embossed white vinyl/foil fact and shall not contribute to corroflexsb 'ofesilientr aodorless �• The shall consist of 2 'The facing e laminate reinforcedwithglass vinylte and .0 11 aluminum. The facing the width of the glass blanket plus 2 .0007 thick al.umin,� foil shall have a water v P flat, The facing shad cover "Por Permeance (Perm) ratireach 2 wide, and 0.1 when tested in accordance with ASTM E-96 °£ no more than (Latest issue). Procedure A Insulation shall shall have a flame spread of less than have an Underwriters Laboratory, Inc. label. 25 and 2.02 Fasteners: A• Fasteners used for installs ng those specifically recomme batt insulation shall be tonl insulating material used by the r,e�acturer of and as detailed. he y t Building insulation Section 07200 - Page 3 3.00 EXT i. TION 3.01 Surface conditions: Prior to the work of this Seciton, carefully inspect all areas in which insulation will be installed and verify that all work of other trades is sufficiently complete and approved to permit the comntincement of insulation instalaltion. Verify that no conditions exist which will prevent achieving; the designed insulation values. In the event of discrepancy, immediately notify the Architect and proceed as directed. 3.02 Installation of l.;att insulation: A. Fully insulate the indicated areas, including all small areas between cloc.21y fitting members. Do all end mat 'zing neatly and with r1l ends joined or o,%.7erlapped, except a Sales Area. B. Cut arx' fit insulating Batts around pipes, conduits, and outlet boxes as necessary to maintain the integrity of the insulation. C. Where: pipes are located i,i the cavities being insulated, install the nsulati.on between the exterior fac- and the pipe and compress the insulation, if necessary. I i 3.03 Installation of: freezer floor insulation: i install polyurethane ire depression iri floor slab so that no board joints occur in line and without gaps between boards. Follow directions of, and coordinate with box supplier. 3.04 Fastening: A. Insert full width batts between framing members and securely fasten flanges of the hatts using only the fastening system recommended by the manufacturer of the insulating material and obaeTving all recommended spacing of fasteners. Provide 18 ga. galvanized wires at 24" on center diagonally to support batts at trussed joist roofs tight against underside of. roof. Secure wires to upper truss chords. B. At Sales Area, install insulation with as few joints as possible, carefully taping joints that do occur so there is no overlap of. pieces. Keep insulation clean. Staple carefully and neatly to underside of top chords of trussed joists. Take great care to avoid sags & wrinkles. 3.05Inspection: Upon completion of this portion of the Work carefully inspect the entire installation and determine that all areas to be insulated have been properly and adequately insulated. END OF SECTION I Exterior insulation and finish system Section 072-40 - nage 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECIION 07240 - EXTERIOR INSULATION AZ FINISH SYSM1 1 .00_ CD*14AL 1.0� Description the system ct�ilarian of a modified exterierent faciaasnrwhppeeiindiicatedeon drawings. mesh and ins 1.02 Related work specified in other sections: furnishthis and Where caulking is re�airedin Se connection with of these specikicat o smaterialall, in strict accordance recormended in product specifications listed at 3.03 on page 2. 1.03 Codes and standards: ations =nform In addition to conforming with all pertinent codes aril , gul , ,.ith the printed application instructions of the material manufacturer. 1.04 Submittals. u-ITujt to the Architect, for his approvf all al, a 2riootes psq areds m be of ea h c for a;xl textureture to be used, samples a and cor.-plete recorrr-ndatiens of the accessories' ranufacturers as to proper installation procedures. 1 .05 pr(-xhict h.aixil irT: A. Derver-eT�rt�sru�rstw►i.th a11dabelsts othe intac[oar�riite in legible etrtLt�go�l unvpeneil use. H. Do rcpt permit the scattering of material or equipment of this Section but use all rw-ans necessary to ensure neatness of the site and building at all times. C. Perform all cleaning of equipment and tools only in the are'~ designated for that purpuse D. Use all meays necessary to protect insulation and plaster materials before, during, curd after iitstallation and to protect the irr.5talled work of other tr:des. In the event of danage, imroadiately make all repairs and replacewnts necessary to tl.e of, and at no additional cuat to the Owner. ENterior insulation and finish S�,stem - - - - - _- - - - - - _ - - - - - - - - Section 07240 - Page 2 2.00 r RODtiCTS - - - - -- - 2.O1 fila nuf ac t urer: R-w311 by ItiPp, Inc, , yartsfield, Contact : Fred Shearer & Sans, Inc. Ph: 503) 227-1429 - OR - ,. Dry�'it System, Inc. , West Warwick, RI. Contact: Merit Wall Systems Ph: 1503) 653-5986 (f'x,Sulation not approved) 2.02 Materials: A' F artded polystyrene insulation board, 1.0 xf density, as a by system manufacturer. Y� pproved B. 100° acrylic based ad"iesives. C. Reinforcing meshPS D. 100' acr-Y" c finish, textured and factors- c,:ored. E. A-11 rewired accessories, fasterLings caulking pro -ide a cc�lete and finished, w terti.ght installatils , etc. r equired to 3.00 EXE:t'lli I ON 3.01 !,urf.JLV 0111ttit i'n�s: F'rlur to all ►,�,rl of thlS Section, carefully inspect all surfaces to %*,Ich exT�rior finish sys[rfn will Ge atter wrlric of other trades is sufficient) c _)le[e� d t verify t}rr 811 are In the ,ro y `x'} to that all surfaces 1 p<r curtil![lort to receive this ins[alletl�xt. Verify th't flnlsh� l,Idstur surfdces will be true to lute end d,eta r level , 1)141b, and In dccordm)ce with Cht+ desl�t but whine requiring thicknesses of plaster. In the event of butwi � ng excessive the Architect and proceed 9s directed. discrepancy' rrely no 3.02 Wrathor ccrr}irionis: 1 c deb`ea Fly P18ster when prevailirg ,,r,til<tur ttlTerature is 3.03 ] icationt Follow 1-lanufactui.er's printed guide Specification. Insulation a,)d Finish Systems Rev. April 198511, 'R-Wall Exterior -- OR - brYvit Publication DS118, Oct. 31, 1983. " textured strip on bloc► "F Finisher" System. wall use Prunus levelling coat and Urvvir 3.04 Pr„tectiun fai� [; r[Iculur care Jur. �b 1515 s rx,rtion of the wurk to prevent dwtkige to in,tallecl ItaR.. Use al , mr�r� rrecessdry to r fra��y dna thresholds. protect alunlrxm �. as 8 condition uC 1 tL t c Wiet loo of this purl ion of the work sw --itr:lIrtb the piaster erdcrunuve e' carefully Inspect all surfaces ll surf,cesall traces of plaster from all she re Plaster i s not tie,f gr,dcl to be i rrstalled. S t.e 11 ed. END OF Sa-TION 1 -Membrane roofing - -. - - - - - - - - - - - - - - - - - - - - - - - - - Sectiun07 - - Page-1- - '4J-710V 0 7500 - "V%ANf: kOClF I NC 1 .00 CENERAL 1 .01 DESCFIPTION A. M&rbrane roof i ng. 1 .02 RELATED WOW SPECIFIED IN 07 ,EX SFC,-IONS A. Crickets, wucx; milers, AsTs fur drains, etc,. - Section O610U - Cirpe„try. B. Flashing, Sheet Metal : Section 07600 - !;'eeC Metal C. Roof Hatch: Section . 07600 - Sheet Metal D. Plumbing: SEPARATE COMMIT - Coordinate lead for drains. E. Hearing, Ventilation, Air Cora)i t i cm i ng: SEPARATE CONTRACT F. Electrical : 1 ,03 u [i S, S-TA.NLr A.Us C ly with all Fx'rtinent cocJes, .1nd rep,ldtlr,ns of authorities Fkjv(,lg jurisdictiun over the tX)rk, ata additiunally, the work of this Section shall conform with the re(pirervents of the Underwriters Laburatortes, In• for class "A” rating. 1 .04 LICENSES, pE7?M1TS, FSS This Contractor shd! l pr:-)v-ide, procure, and pay for all. licenses, pemut, , fees, etc. , as re(lulred to carry on aril cj:nV,lete the work of this Sr�tl.an. 1 .05 TA1.IF1CATIONS, A,"'PLICAT(* ProEx)sdls will be received] ONLY frrni Cuntra(.tors who ltiave been approved by the Marufdcturer of the specified roofing; n,terials as qualified dIVIlcators prior to bid dine. SLimit with bid a letter of appn)vdl t run the Ma ru.f a c t u re r. 1 .06 St1As'T I TUT 1 ONS The profusal is to be based Lq-XAn the use of the specified materials instdllt,,J in strict accordance with this Specilic,rtlon. 1 .07 SLrHmI1TA1S Upon cLvTVjeCion of the mmbrarw roofing InstailLition, drxl as a condition of its acceptaliue, deliver to the Architect guarantees and inspection certlficdtion in the form set forth belt-)w. 11"ibrane minting !�ectlun 075W - Page 2 1.08 PRODUCT RAM,,i NC All matertai furnished under this Section shall be packaged, transported, stored, and handled as recommended by manufacturer. 2.00 PRODUCI'S 2.01 ASPHALT AspNilt complying with ASTM B 312 Type III as approved by manufacturer. 2.02 EMUL_S I ON Ftbrated asphalt emulsion conforming to AS-114. D-1227, Type I - Cuncoat CC-20- 2.03 PRIMER Asphalt primer cunfurming to A.5-I'M D-41 and/or FS SS-A-701 - Ccxiglas ConprLiw. 2.04 MAST I C Asphalt mastic cement conforming to FS SS-SS-C153, Type I - Conglas Ids,hing cortpound - Plastic cement is not acceptable in lieu of flashing c orrpo nd. 2.05 IIA.SE SHEET ;Modified bitunen base sheet - Conglas NB 25 Base Sheet - ply sheets substituted for base sheets are not acceptable. L06 06 PLY SHEETS Fiberglass ply sheets conforming to ASN D-2178, Type IV, Conglas Conply A IV. 2.07 CANT S U P Minimum tate width 4" cant strip cunforaing to L1.L-I-535 (or pressure treated duuglas fir or larch) - Ruuthtg cLmiLraltor Lu pruvide tf.ipered edge at all drains, cut at )ubsltie to tit , and mechanicaliv attached. 2.08 NA I Vti Nd1Is shall be annular ring shank, ,quare hwd, oix: piece nails. 2.09 A JJMI NUM COAT I% Aluminum coating coniurTning to K 11.4-1)2814, 'I 11 or III, "Conshield AIumlrum". 7_.10 WAlI AY PANELS Celotex "Carey-Tred" Ceramic Grartule Walkway and Protection Panels. See RL A Plan on Sheet A-4. � i i Membrane roofing Section 07/500 - Page 3 1.UO E?ECUt ION 3.01 GENERAL The materials and installation procedures set forth in this Section are bused upon the recorrmerdatlons/spec ifIcat tons of the Consolidated Fiber Class PruLkxtF Co. Inc. , Bakersfield CA. Specific guarantees are required hereunder from bill the Subcontruccor for this Sect '.on of the Work and the Manufacturer of the materials to be utilized. Cceplete ;oordirwtion is therefore rectdred from each of these parties. 3.02 SURFACE CCW TIONS Prior to commerrcin; the writ of this Section this Contractor shall carefully inspect ail surfaces to which his work is to be applied and the installed work of other trades. Verify that all work is curplete, crickets are instaltett to grades reWired for positive drainage to drainage outlets; roof cieck is correctly rwiletliand curbs for accessories and eyuipmenc are in position so the ccaTpleted tristdlldtion will be in strict accordance with these specifications. 3.03 1 NSi'AUAT l ON, ROOFING A. The roo f i rig installation sh,1 1 be in c orf ormi t y with "Congl a s Specification MD-34-SS of the G_,nsol idated Fiber Class Proriutts Co. , Inc- , latest edition, midif1td to use six (6) gallons of ecru1ston and 1 to 11 gallons of a l ani nun coating. 8. Roofing irLstallation to take place in wather with a minium [evperature of 40 deg. F. and DRY conditions. heck may be ddnp as long as it is frost free and there is rxro s t anding we t e r. It c Lo id i t i _xis do not pe rml c a pp l i ca t 1 on of the r:)ufii-% prcxdutt Ix:r blxwe, ruofJnX wr.,rk SHALL CEA.SE until such ccxt]1 t i ons LTTp1-0%'2 or a deo i s lun is m"- to 1 rutb 1 1 a t empurary roof . C. Thi f i ni shi ng of the r_o f (i .e. en u l s i c n coating and a I uni gun Coating) I5 N(JT to be applied In ter'4Trr,icure less tlidir 65 deg. F and dry ccmdititwis. If c uric i t l ons do not lk and L . i t,It, at i c� o f I I W sh, All f i ILL sh I% inu t r,r l d I b shall be re caved from the Site. ftwe f t nl�h c cap t l r-%,, are to be app 11 cxl ! nut later than six (6) Runths from date of rouf tng instal lar:lan. D. A representa'ive of the rnarifactUrer shall be present daring the irtstallation; i gall take ,cut-,wt s<11r4)Ies" ( 12" x 12" rruninm sine) dt the rate of ane ( l) per t:)ne 1v.»dred M13) sq}wres of applied roofing, these samples to be i r-vs pec t eJ a r ri w+,1 ghii c fur c unf o rml t y with this ' 1.ec l f t c;a t t ort; and sha' 1. CERTIFY THAI' '11*. W IAi1ATit1N tt1'I`i "1111: MAWFACIU iXIS SPECIFVATION. E. Coating containers shipped to job shall remain on site for inspection by roof inspection firm. ! r" Membrane roofing Section 07500 - Page 4 3.04 I NSTAUAT I ON, FLASHING Wall f la,hinb shall be In confornil tv with "(.Aunglas Speci f lcatiorts CC-1 and/or CF-2" as required, ftcdifiW to use Conform Granulated for reinforcing strir� : curb flashings per "Conglas Specificationi CG-3"; pi_oe flashing per "Conglas Specification U(;-5"; drain flashings per "(:c%jas Specification OC,-7"- Roofing felts are to be brought 2" above cant strip; flashing reinfurcing felts to be brought 4", 611, aixJ W respectively of their layer above the, cartt scrip arxJ Out unto the I ield of thc: roof 4", N", 12" respectively. Galvanized metal counterflas►tin}; afvl cap are to be applied per detzll Roofing felts to he laid to roof edge L"Ier thru-rsll sc 44*rs, and flashings app] ial Liver sct*1xr Iver detyil . A flashing erdorserient shall be isstAld by tl►c. nuiuf.teturer C(rK:ure"t with the roofing Certiflcstlun. 3.05 W.ALYWAY PANELS Install panels after the roof has been cLxrnletely surfaced. Sweep all loose surfacing material from the area and apply the panels in either plastic cement or the same coating used to embed the surfacing material (dead level . steep asphalt). Embed each panel and walk into the cement or coating. Space panels like stepping stones, with a minimrt of 6" between panels. Do nor bu.' tightly. 3.06 CL AIr'UP Upon completion of the work of this Section, remove all surplus materials, de'. ani4 equipment associates4 with or used ir. the perferme-ce of 0ii-, wc)*4*. 3.07 CLIAkANI FSS Provide two (2) year written guarantee in the form set forth below. Add- itionally, the Manufacturer Shull provide the Owner with a "No Penal Sum" Warranty for ten (10) years covertng materials and application. This warranty nest be rwgo tinted and accepted by the Owner prior to purchtise of materials. Thu: GLarantee and Warranty are to take effeCt on the (Late of final acceptance of the Work. 3.06 M.L TIME INS PELT I ON All wont affect,, by these specifications and drawtNt s shall include full time Lnspec .. , by Owner - apprnved roof inspection/CvnyultIng Service. 3.09 PRE-ROOFING CONFERENCE Prior to installation of any roofing materials, the roofing contractor is responsible for scheduling a pre-roofing conference with architect, owner, roof inspection firm, WAC contractor, sheet metal contractor and general. contractor. D\1) OF SECTION (Guarantee Form Follows) Mar ■t w w w +wl w COMPANY LLTTLRiii:AD CLRTIFICATE OF ROOFING GUARANTEE We, (name of company or contractor) agree to mair.iacn the roofing and flashing on the below mentioned budding fur period indicalct:. This agreement Is to render the roof and flashing waterproof, sub,ect to the conditions outlined below . Owner of Building _ Location #: Lucation of Building (Street) City State Number of Square Feet in Roof This GUARANTEE is effective this day of 197_, for the term of two (2) years from this vale, provided any defects result from defective material or workmanship and are not caused by other mechanics, fire, dccidents, or by acts or providence over which we have no control . It is understood and agreed that we will not be responsible for leaks In the ruuhng or flashing due to excessive winds, disturtiun of the foundation on which the tooling or fldshing rests, excessive hail storms, or any rather conditions over which we have no curitrul . Signed (Name of Cu. ur Cuntractur .. ) By_ _ The following statement shall appear on the reverse side of the above gUdrdlllee. The roofing Cuntractur named on the oppo%itc side of this certificate is approved applicator of the mater;dls rnanufdctured by (Name of Manufacturer) Store N Street City The roof of the above project was inspected by our representative. -Da tN_ (Nan►e I The material was fuund to be correctly al)plitMl and equal in quality to that spetlliui fur a 20 year bond. (Name and 'Title of OIf leer l 111rue ( 3) t_rIpies J the guaranlee Shall be furnishud to the ArLhItC'Cl by the Ruufiliij Cunlrcclur within 30 days allur the routing lnstall.,llur► is completed. •,` *r yr q1 .r � .. +.e .�r w Shcet metal Section U76W - Page 1 ti40'ION 07600 - SHVI T WrAL 1 .00 CENF-Ra 1 .01 WORK I N (MER SFCTI ONS Wand blocking and ilii lers for securi ng 4*,et metal w)rk. Sheet mL-tai work of fan operated ventilacink; aixl enlr conditioning systcnts. Flashing of pipes and ducts passing through rnx,ls. RA-)of sunps exd inside comkictors, including flashings around same. 1 .02 -%CP 1%1N1'INC After fabrication but before installation, clean galvanized metal, treat for paint adheslun and apply one heavy cuat zinc chrunnate paint to all surfaces. Torch up dam ged areas In shop coat which will be concealea after installation with same nuterial . 4)rk in this Sect ion Is subject to 2 year gn arantee. See Section htt.mbi-ano- Rooting fLc form of Certificate. :.M PROLWIFIS 2-01 CFNI:R , li._st c'urmlercial ("dity, thickness ML less thin specified below. Use heavier gauges where called fur In item speciflcatiun or muted on drawings. 2.02 CALVANIMI) S-1111. Gipper-bearing base metal , conmrcial weight zinc Coaling. 26 gauge ndnim m, ltedvier wl►ere detailed or specified. 2.03 IFAD Wird type, weight 2.5 pounds per sere feet. 2.04 NAILS BarbW type, hot-slip galvanized steel . I.00 OT-CW I ON 3.01 W AU01ANSH I P General Gmtractur stall JAA surfaces to be covered with sheet rnrtal in pruper condition for covering. ';meet lit-Lal subcimtractor stxall rrlx►rt any msatisfactury Surfaces to Architect anrd nut cornnence wurk uaitil made satisfactory for prober instalIaLion of stket mtr[al. •wr ..w •� •,. Sheet metal Section 07bt)O - Page 2 3.01 WORKKkN.57,11 P B. General : Workmanship equal to best standards of modern sheet metal practice. Form materials accurately to shapes and dimensions indicated, with lines and angles Lose, without waves or btx:kles. Make proper alluwunce fur expansion and contraction and for shrinkage of wood construct ion. Cope flange Intersections to fit accurately and solder. Makr: exterior work permanently weathertight. Cross-hreak large arias diagonally to minimize "oll-can" effect. 3.02 FLASHING A. CA!neral: Provide where indicated or required for weatherright consrnaction„ Wrners shup-formed, extending not less than 1 f(.X)t each side of corner. Provide all flashings necessary to mike a comtalete weather-tight job 4u-ther or not i.t Is shown or called for. B. Cap Flashing: Furrn to detail of standard length sheets of 24 ga. galvanized steel, width to ove--lap base f lastaing ir)t. .less than 4 inches. Joints at angles shop-funtied, as atx)ve, lapped not less than 4 Inches elsewhere. Provide wherever roofs intersect vertical. surfaces, elsewhere hiftcated. :mere Installed in masonry extend into joint 4 lrx:hes, back edge turned yap 'z". Set )"Lashing fr. receiver, secure wedges atxd caulk solid with Tremco Acrylic 'CerTAulymer sealant (Muno). ).to') U110-Y. 1,1120 A. Copkigs: F'abrlcale to detail in IU l(r)t suctions of 24 galvani^ '1 steel . t-�,ver wixxl plate with Ir) Ix)kurl r(xilinA lett LxAL)re liastalling coping. 1,,K•k exlx,secd k-Ages over cont l ia-io as c luat h of satut mo.eridl. , securely i1'1, !e.i to plate. Join shrets with type of seam indicated, to allow for expansion and contraction. .;eal seams with Trurico Motao sealant. Miter :and seam cunu-rs. B. Roof Scuttle: Kilco, S-20 or equivalent by Babr_ock-Davis, galy. steel cover and curb, JO x 35 Inch size, f itxxrboard insul.:aLed exurb, Klass fiber Insulated cover, lining of sarin material as cover aihd curb. Install in accordance with mfr's. directions; make watertight. Adjust cover to operate smoothly, without binding. See drawing of roof scuttle. Sheet rret e 1 Sect ton 07bW - Page 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 3.03 O-DOITT (cont 'd) C. Scuppers: Construct of 24 gauge galy. steel . Incorporate back flange into ruof Ing by imbedding in flashing cement:, nailing 3" o.c. and stripping in with b" wide glass fabric (2 layers) and flashing cemnt unLkr and over each layer. D. Dm"ptuts and OuLlers: Approxi.ffmLely 12 ft . lengths, shaped and sized as indicated, alternate lapped and sulderud .olms with slip joints 1�" wide. 24 ga. G.I. Set plundi, clear of well , and secure with straps 2 inches wide soldered to leader " securely fastened to supporting cmutruction at equxdiscant points nut more than 10 feet apart. Provide offsets and elhows as required. PTvmride elbow at hottum where writer empties into splash block or other hard surface. E, Regiets: Fry fr glets, alumlrxn, of length and design appropriate to location. see drawir)gs fur varluays types rec{uireej. END OF SU T 1 ON r MUNWA ' C.,lkirig secClun ONO - Page 1 SECTION 07400 - CAI K I IVIS 1 .00 G NERAL 1.C1 Description: The purpose of calking in this Werk is to provide a positive barrier against the penetraClon of air and moisture at Joints bet!4een items where calking is essential to the continued integrity of the barrier. such calk.^ will normally be performed umber the work of various Sectiar.A but shall be performed In accordance with the proviaions of this ,vection, 1.02 Related work --necified elsewhere: Calking in this Work is i<<cluded in, but not necessarily limited to, the work of !inlsh carpentry, damppoofing, flashing and mheet metal, roof accessories, gypsum drywall , painting, plumbing, and electrical trades. 1.03 r wlificatiol:s o: a l lf.ators: Installation fo calking shall be performed only by workme» specially trained in the techniques of calking and thoroughly familiar with the written recomnerdations of the ranufacturer of the calking material being used. 1.04 Prc xiuc t ha ni l l ng: Store all calking materials under conditions recommended by the marrafacturer of the materials. Do not use materials stored for a period of time exceeding the ma.xirnsn recomnended shelf life of the material. 2.00 PRL TS 2.01 CilklnK rNiteriil All calking material , unless utherlse specifically approved by the Architect, shall be single or double component , primerless, non-sagging, in neutral color or matching color where exposed to view, and shall be one of the following tynec: or an equal approved by the Architect. A. A liquid Poly-eWxi de prodjct by Trelnco Mfg. a). - Tremco "Dyneric", or a liquid ix)ly-uretha.nr by Sotvw un►-G.A►teLh - - "Sunulastic NP-1"- S. A si l ic:one Sial and such a_ "si 1 ico,w Sealant 1200" manufactured by G--i erdl EIVLLI-ic CA-V4pany: ur "Scxroldstic NP-1" by 53I11M:borT--(.Untech." C,,Iking 5ccttun 079M - Page 1 C. Ari tAasturrwrrc Ixilyl prLxlkrct Such as "Sealtite ElastomericButyl Gilk" nti,rKilaclui-ed by W. K. Meaduws, Inc. , or "OAP Butyl-flex" nwnufacturvid by DAP, Inc. , ur Trem:u "Butyl Sealant" , or "Butakauk" by Survktx,ni-i'unte%�h•" 3.00 E ELlfT I ON 3.01 Surface coniitlk)ns: Prior to the weak of this Section, carefully inspect all surfaces to receive calking and verify that they are clean, sound, and free f rum deleterious material which mtbhr. adversely effect the bund. Clean all surfaces as necessary. 3.02 Choice of calktn� rniterial : Use only that calking material which is nest suited for the Installation and is su recormrentled by the calking r^:cerial manufacturer. 3.03 Back-up material : In joints de,:per U%an recortm:nied depth of calking, provide ran-oily, non--staining back-up tiller such as polyethylene foam rod, exparded pc)lyurethane, neoprene, or other filler completely c:ortpntible with the calking material. Verify the curtpatibility before use. Use filler a"t 1/3 to 1/2 wider than the width of the joint so suff- icient pressure is exerted by the filler against sides of the joint Lu provide substantial resistunce Liu displacement . 3.04 Aopl iLat [on of c.,lkiib: Apply calkl.ng in strict accordance with the manurf�rcturer's Ixlblished recommendatiuris, taking special care to prudkke calking beads of the proper wijth and depth to ensure formation of a permanent barrier. Tool the finished toad as reOxrn>Ln cd by the calking manufacturer. Immediately remove all surplus cdW-,e, material from adjacent surfaces. (sulk both sides of expansion i,_nts in masonry. 3.05 Slxcial requirements it tcxtnr-ed c oaL ins: A. Preparation: 1 . Joints arYi spaces which .ire to ke caulked, stall he clean, dry and tree of du.,t , ItK)Se rnartar .iivd other furvign materials. 2. Panel 5nrfaces shall have Tre�nco !'rimer Ntmber 1 applied. Priem shall tx: alluux-d to dry (error to applying sealant. 3. 'frim ,hal i be dust tree .reel cleaned with Tremco Cleaiter Nrmd,er 21). CLM11 it et a cvaixirat i un of solvent sha l l occur prior to joint hacking h ing ln,vrted. Calking Section 07900 - Page 3 A. Preparation: (cont'd) 4. Precast or masonry joint surfaces shall be wire brushed, then air blown clean. The joint interfaces must be free of form release agents or retarders, or must be tested onjob for compatibility. 5. Joint depth for Sealant should not exceed the width of joint from ' inch to 2 inch wide. For joints larger than 2 inch wide, the depth of the joint should be no more than 2 to 5/8 inch. In no case should the joint sealant applications be less than inch wide and k inch deep. 6. Do not caulk joints until they are in compliance with requirements of the approved manufacturer of the materials, the detail as shown on the drawings, and the specific requirements of other Sections of these Specifications. 7. All joint surfaces composed of textured coating panels shall have no voids or cracks, and be of the proper depth requirements for the material as specified. B. Application: 1. Apply sealant specified in 2.01 A above with gun with proper size nozzle. Use sufficient pressure to fill all voids and joints solid to the back-up material. 2. Surface of Sealant shall be a full. smooth bead, free of ridges, wrinkles, sags, air pockets and embedded impurities. 3. After all joints have been completely filled they shall be neatly tooled to eliminate air pockets or voids, and to provide a smooth neat appearing finish and intimate contact with joint substrates. END OF SECTION Mc:t a l duu r s a r tl t runes s - - - - - - - - - - - - - - - - - - -• - - - - - _ - _ SLCtiun08JU0 - Page-i_ kQJON ()ty 00 - MLTAI 1X X)kS AND FItAMI:`: 1 .UO GENERAL 1.01 Description: The metal doors and trames required for this Work are indicated on the Doer Schedule in tha Drawings and, In general , conslbr of non-labeler! hollow metal doors ird frames. 1.02 Related work specified in other Sections: The following items are covered by the indicated o%her SeCtlala. Cooperate with ail other trades as necessary to ensure proper and adequate installation and finish of the metal doors and frames. A. Installation of frames Section 06100 8. Installation of (:,-,ors Section 06200 C. Installation of hardware Section 06200 D. Furnishing hardware Section 08100 E. Painting Section 09900 F. Cla=im Secclon 08800 1.03 Codes and stantird: Conform with all pertinent coxles acrd regulations. The terms used to describe metal doors and frames ark: their cuirpunents are the terra contained in American Natiorul Standards institute publication$ A123.1- 1914 "WIMenClaWre fur Steel Doors and Steel Lour Frames". 1 .04 SkAva t t a 1 j: Submit Stop Drawings to :he Architect for approval. Shou all details of each ducr and door frame plus cLIrplete anchorage details. 1 .05 l'rodtl4C handl I nb: A. Deliver, store land handle metal doors aivJ frames in a manner to prevent dankibeard deteriuratun. B- Provide packaging such as cardboard or other containers, separators, banding, bpreiiders, arra p-qw-r wrappings ds re(PAred to completely protect ail mt-tal do urs and franrc, during trdnspur•tatlun grid storage. C. Store doors ry)right, in protected dry area, at least 1 inch or mare off the gr(rLul ani flour our) with at least 1/4 Inch air space between individual friecc-s. f). Protect till prefinlshed arjL.l hardwdre surfaces as required. Mel, I dui�rs dnd f rtsnk:, - - - - - - - - - - - -- - - - - - - - - - - - - - - - 'Iectiun0l1100 = Page-2- 2.00 PR(mi 7r), 2.01 What doors: A. 111irjL-nsl(u„: All dire-nsluns stwit be as shown on Ole floor Schedule In the Drawings. H- COFVOSitlon aryl materials: All metal doors shall be manufactured from IS gage highestslity steel stretcher level standard of flatness, cold roiied, making msxirr m use of prujectiun and internal welding techniques to ensure level , blemish free, external faces. Fill doors solid with mi re ra 1 ruck wool ba t t s. C. yes: All metal doors shall be full I-lush type consisting of 2 flush panels of 18 gage steel with honeycomb or foam core, with contiivy) s 16 ga horizontal stiffeners welded to top and bottom of each door. D. Flnibhes: Galvanized U,terior doors. [burs shdll be pre-cleaned ,altl ship pL-Imed for finish painting 4iich will tx: ,,f-0 tett on the jab site. E. laysdire wration: Secure terplate•; from the finish hardware supplier. Reinforce all hardwore locations as reyu.tred for long life Lander hard service. 2.02 Mehl f name s: A. Dimensions: All frame dlmcnslons sh.,ll be the mantifecturer's standard for the doors Lk:irk; turntshed. B. ('es X)slti(,n dill mater! i15: All metal frwnes shall be rha111factured frcm highest quality stretcher level standcrd of tlatness, cold rolled, 16 agefor steel , interior door frames atwi 14 eige for exterior door frames. S i Pit.,I doors girl Praame 3 Sect tun :�1u0 2.02 Metal_fr-'n'es: lc+,nt'►I) All door Cranes shall be the Mattern shown on the Drawings and shall have mitered cornersg.- ssemb tactury aled and „molded. All. Tete with all necessary anchors, clips, er frames shall be comp g. provide drip strip at head of exterior fasteners foritdoorntops. frames protect D, Finishes: Frames shall be pre-cleanad Galvanize exterior frames. All and shop primed 1 ,r finish painting Mhich will be applied on the job site. E. Hardware ,reN►rat+on; luc:uiioms as required for long life underReinforce all hardware hard service. 2.03 P_4�n�fact;irurs: All metal doors F�� fr�ie biwi l btthe ul a pro duct of the same manu- fawt cturer, x Iowa, 50401 A. Curries Malluiacturii1g, 251 9th. Street S.E. , Mabon City, B. Anwid Building Products Division Of American Welding and Marufacturi��g Co. , 181 Plant Street, Ni (hlcaKa�, C. Ceco Steel pr�xlucts Corporatiun, 5601 blest 26th. Street, Illinois 606k-• Cincinnati, Ohio D. Sleelcraft Manufacturing Co. , 90117 tilos Ash Rd. , 45242. • , 1275 Lincoln Ave. , Suite 9, San Jose, CA 95125 E. Fenestra Cort 3,1� FJ(I�(;Ufltkl 3,01 Fabricat i+,n: slri Fabricate ill nol .+l cl+,urs +irl tranr:s in �t ac►:urda�x:e w►Lti the dFqprovc4l tNl) UI_L,&,t'I ION Woad doors Section u8200 - Page I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION 08200 - WIw urm 1.00 CEN RAL 1.01 WORK. IN UnJ R_S FI-T I ONS wood and metal dour fraffees, mood trim. Hollow metal duuru. Class, Klazing, at�atherstripping and Basketing of doors. Finish hardware. Installation of duors specified herein. 2.00 PRgAM 2.0I. F'U1SH D03RS A. Manufa,:turing: Model runbers listed hereinafter are taken from the Weyerhaeuser catalog. Similar and a clua l p rcKuc c j o f F4e r s Ma rdw�x rd Prcduc t s, Si npsun, o r 1'a i ne "R�eZV" may be substituted, sub)ect to Architect's approval. t;. Out+ran�ee: defure final payment , furnish manufacturer's guarantee, inform a.pprovec by Architect, wHrranLing each door fur the Corm ut years stated h-1pr,r� u&ing Sr-a lard une-year guarantee or [ha PL�C1una1 Mkx�rk Mfr's. Assoc. , extended as required from Ante of ills-h*CiLN Dun. �• Doors. .olid staved lumber core, 90KA grade red birch face veneers where stained and Faint grade hardwood where pwinted. Weyerhaeuser un" Rocklin . DSC-1 .or approved, ''life of rnsrallatt Kuurantee for interior use. D. Doors: Institutional tail low cure, hrx,d gr,,(Ie red birch face veneers where stained +ni Fxii nt krract(2 hu rdwrxxl 4ic re pu w nt co. 'Weyerhaeuser Rkxldi s No. CHC-1 , or approved, 2 year guarantee, interior. 2.02 Cl A.S S AN)D LMVry ice proper provision for glass, grilles and lcxrvers whr-re indicat Furnish �,nutacturer's standard SLghted. proof, ardwc,�l, l� vers, install at door factory.a3 detailed. Proof, 3.00 DTXVI'ION 3.31 I Nh-rAUATI ON Installation is in Sectlon ()6,00 Carpentry. END OF SECTION WE s 1W_ �WJL Rall-up Doors Section nK3nn - Page 1 SECTION 08300 - R0U_UP DOORS 1 .00 cENERAL. 1.01 Descri[tiun: the roll--up d,K,rs required tur this Work are indicated on the Drawings and include roll-up, chain-operated, nor�­labelcKJ, steel slat doors, and accessories. 1,02 Related work specified in other �ctluns: A. Duor openings will be provided as described in Sections 03100 and 06l00to ensure`coordination ofoperate as opening sizecwithrtwith h of these he other trades details of the actual doors selected. B. Finish atnwill neos after iiare nd in ccordace witprovisinofSecton09900 of thede Spec- ificlations. 1.03 S,. d ttaIs: Submdt Shop Drawings and cat,alol: cuts to the Architect for approval. Show all etal 1 s of door constructiOxl inclixiing hood, operator, bearings, guiues, slats, anchu;age, and the gage of all metals. d 1.04 P7r-.A is r hat-wl 1 I n Use all means necessary to P�1eCctthe�irualle�! work of during, ot:b�r trades.after installation and to p In the event of damage, immediately mjake all repairs and replacements necessary to the a;-Vroval of, and at no extra cost to, the Ow-er. 7.00 PK()IXJL-'rS 2.01 Rolltp dcx)r: The roll-updoors 1ndIcattqc1 opt the Drawings s1wll be of a stuck desibpi, inshood, deardnali ga. andZanchoragestats, de-iices,ain operator, byone! ed of the following: A. The Cookson Company: B. Kinnear 'Manufacturing Co. : C. The i aA,­rence Company: D. J. G. Wilsun Corporation: NM: Provide flexible metal jamb weatherstrips, and vinyl, rubber or neoprene closer strip on door bottom. MEMWEAMWn- Roll-up Door Sectiun 0h3(;0 - Nage 2 C. The Locking device for the roll-up doors shall be c'ual as detailed on the drawings with padlock key-locking on the inside of the building. Keying see Section 09700. 2.02 Shop painting: Shop prime all customarily painted exposed surfaces with a ps'nt compatible with the finish paint specified in section 09900 of these Specifications. 3.00 EXECUr I(IN 3.01 Fabrication: Fabricate the . oll-up doors in strict accordance with the approved Shop Drawings. 3.02 installation: A. Anchor: Provide all nwcessary inserts for concrete forms, arxi all other built-In anchors, in a timely manner to allow orderly progress of the Work. Ccx)l)erate as required with other trades to ensure proper sett1% of all inserts and ether structural supfx)rt needed. B. Surface conch t lens: Prior to ail lcistallatiun, carefully 111sWct the irstalled work of other trades and verlfv that all such work is complete to the point where thi-. installatica Puy conrence. Verify that the completed Installation will be in strlct accordance with the approved Stop Drawings. In the event of discrepancy, 1rm -mutely notify the Architect arx.1 proceed as directed. C. Installation: Install the roll-up doors in strict accordance with the manu- facturer's published recommendations End the approved Shop Drawings, installing true to line, plumb, level, end firmly an:�-,_;r d in position for long life under hard service. 3.93 Test: Upon Impletion of the roll-up door installation. and as a condition of their acceptance, demonstrate to the Owner's satisfaction that the doors operate smoothly, lock securely, and have been properly installed. END OF SECTION sec t t un 08340 - Page 1 SUMON 08340 - ACCESS "RS 1 .00 GlNKRAL 1.02 Work in other .Srctiune: Installation In SCLri0ll Rwf Flatch All other doors 1.02 Responsibillty• Each trade Instai i i nb concealed wurk, Lu which access crust be available and/or required, shall furnish access dwrs and frwws as herein speL- lfied to the Gut*rdl Contractor for Installation under 'lection 06200. 2.00 PRUX)CTS 2.01 ACLeSS I)t>nrs ( I t 11X2) : A. Access DUurs Shall be "Milcur" Style UW, AT, or ATR as manufactured by INLANi) SIEH. NOIR IS CO. , or approved edual. Slzei bholl be as shown on plans, In no case struller than 2'-0" x 2'-0", J-wre humn passage is rwt.cssary. 2.02 cr:,ir 2.03 IA-xat ion. As called for In this specilicatlon, access doors in the entire building "t all enc:lused aril hiaccessiblo furred areas, such as enclosed areas Undrr Stairs, furred ceilir% areas wi,o_re height of furred area is 2' -.U" or greater, CLC. I.K:dt. iun of cic,-vss duurs to t-ie determitwd on jub site by Architect. 1111,1L,:,--ssible furred arc�aa irx:lut.le all eatterlor canopies and overhangs. 2.04 LAx:ks: IA:k !hall he flu-,h, screwtlrivcr opt-rang), with metal cam in all 11rierit'r areas. 2.05 I'i re k-it I nm: Access p<inels lx-rr.trating it c1X.'-h(Ktr hire wall shall be one-hour r,ired type at:ces5 clurr with Fire Uixletwri tet 's Lata-I . WRWTRFUW19 4 Acccsy Doors Sectlun 083 +0 - Page 2 2.06 Finish: All access panels inst�+lled In walls and ceilings, called for on finish schedule to be painte(l, are to receive paint. Color to nmcch adjacent tmlls acid/or ceilings. 3.00 QXECUM ON 3.01 Installation: Installation is specified at Section 0620() Cdrpentry. END OF S W I MN •.. NEKA=OKA mW.A Stockr(xn ;hors Section U6375 - Page 1 SECTION fit+3 7 5 - S7XKR" IY TORS 1 .00 GENERAL 1 .01 DESCRIPTION Furnish stock room doors. 1.02 RE'.ATED WORK S PEC I F I ED IN O'IMER SECT I ONS A. Installation: Section 06100 - Carpentry B. Metal Frames: Section 08100 - Meta! Doors and Frames 1 .03 CODES, STA.y'JAPDS Do all work in conformity with All applicable local , state , and federal building safety codes, ordinances , and reg•-ilations. 1 .U4 SLTMIT7ALS Sutr-dt detailed shop drawings for approval by Architect. 1 .00 PRDXk7,S 2.01 SIOCK ROOM DOORS "l':u-Flex 240" flexible doors, as marrn:factL=ed tv Ecmc �%-x `larnifactu+-ng, Inc. , Gresham., OR Ph: X503) 661-2359, far-,ed of .120 inch th°ck pci;-.:^.•'- chlc.re.de heat-welded to a thickness of .240 inch, with e.:bossed leather grained finish, a .120" x 15" x 15" window, and heavy duty Model 400 gra-.-it.- hinges. See door schedule for sizes. 2.02 MEAT ROOM DOORS Double acting fully gasketed hinged doors with view panels ..nd hardware, Model FC-Cl into Stock Room, and Model FCG-3 into Sales Room, by El.iason Corp. (Distributor: W. H. Cress Co. , Inc. (503) 620-1664) . 3.00 EE02T I ON 3.01 FABRICATION Fabricate all items in st-ict accordance vith the aooroved Shot+ Drawirws. 3.02 INSTALLATION A. Preparaticyn of opening, in! tallatim of metal frame under Section 061`X) - Carpentry. EM) OF Sb-'TION Flnish hardware Section 08700 - Page 1 SELTIOM 08700 - FINISH HAHF AM 1.00 GENERAL 1.01 Description: In the Door Schrdule on the Drawings, hardware is listed for the various doors. 1.02 Related wont specified in other Sections: Electric panel doors Access doors Toilet compactment doors Installation of finish hardware is described in Section 05200 of these Specifications. 1.03 Codes and standards: A. CeMly with all pertinent codes and regulations regarding exits. Verify chat nardware specified herein complies in all respects with those requirements and promptly notify ch>,e Architect of all &#crep- ancies. B. Hardware finishes listed are U. S. Department of Ccrmarce "Standard Finishes for Builders Hardware", except where proprietary finishes have been taken from marufactu.er's catalogs. 1.04 SIrtitt-i1 s: A. Within 15 days after award of contract, and before any materials or items are purchased, subml.t to the Architect a carr>>.ete schedtoie of all finish hardware proposed to be installed, giving mamdacturer's name and catalog rumber for each item. This shall in no way be conscr%jed as permitting the substitution of items for the specific items described In these Specifications unless the iters is favid to be not available in time for installation in this Work ar-d the substitution is approved by the Architect. B. Carefully study the Drawings and these Specificar.ims and detemrnine all finish hardware required for the proper and complete finishing, of the Work . Include all required finish hardware in the sul3actal , wtwcher or ,iot the item is included in the Hardware Schedule. 1.05 Product haidlirA: Furnish all hardwire with each itein clearly nuricetl or nmbered for easy cross reference with the Hardware eLhedule. Deliver all finish hardwery to the _)ub site in the original containers with all labels intact aril legible. Verify thdc each iteni is cceplete with all necessary pieces arsi is properly wripped and cubhlomd to prevent d.image prior to inatall- atiun. Ki n sh lid rdware 08 - - - - - - - - - - - - _ - - - - - - - - -- - - -5``tl- - --70C,---Page 2 2.Oq f'R()UUC'L 5 2.01 Festen�inKs: Furnish all hardware complete with all necessary screws, bolts, and other fasteners of suitable tyle ";;d size to anchor the hardware in pobition for hard use and lord life. All fasteningo arher�Lie with the hardware as Co material and finish. Furnish strolfesl t rms where necessary with expansion shields, bex bolts, toggle bolts, or other anchors approved by the Architecr, according to the materiel to which the hardware is to be applied arxi the recommanlaCions of the hardware manufaLtirrer. 2.02 Lnckset: Verify oper�rion, hand of doors, and function for each opening, as schedijle,� and furnish all lock cylinders. Six (6) pin lack cylinders cnl b Lock Co. to conform to nets mister keys stem. Y y Be_t cylinders for s y Furnish matching lock special doors s schedulecJuivre the lock is furnished by door manufacturer. Provide lock reinforcing units to holl' mnaufacturer as required. Provide lock and latch bolt front petal door match bevel of door eCle wfcre required for flush fit. Furnish cortstrur_r.ton cores for cyltnders; at :onpletion the cores are to be left with the job to become tht property of (ki�er. Permanent cores and keying wi L c funiLshed and instilled by (Avner. 2.01 Manufacturers: Acc,nptable manufacturers' for items in as shown below: the Hardware schec'ule are Item: K"nu� lcturer: Accepkable Substitute: I.OcksetS Best Closers L.CN Russwi n Kirton C=vrbin BULLS 5tdiduy iiuger McKinney _awrence Trim C i SCdnlEy Builders Brass iia l dwi n UrcxA1 ine 5t ups Ives 4'emic,o Zeero Weiss f xl t &Vice Vert Qq)rin C .-orbs n All hardware items ku s s wi n ems to be top quality, cocirercial grade. M r IW in IWA pq:�OKI OW-1 Finish hardware Sectiun 08700 - Page 3 2.04 Cabinet Hardware Provide all items rx:cessary. See details. 3/4" Doors each to have: I 1 pr. Hinge SC1225-26D 2� x 3/4 ea. Catch 32SA92 (Ives) 1 ea. Pull 37826U (Ives) (Same at drawers) 3.00 EXW R'.ON 3.01 Deliveries: Make all necessary trips to the site to deliver finish hardware items in a tl. .*Iv marvier to permit orderly progress of the Work. Stockpile all ileM sufficiently in advance to ensure their availability in the time sequence required. 3.02 Hardware schedule: run dsh the items in the amounts indicated on the Drawings or required for a complete aril operable facility. hM OF SEC ION Cyte, and lticin k,,t Lin (�IJCJ - K S ECT I ON Ob8Cl0 - CLASS AND G1 AZ I NG 01 DescriPCion: Class and glazing in this Work includes the main entrance elevation of the building, relights and windows, and �,fiere detailed or sc;.eduled. 1.01 Related uu rk s tre c 1 f l ed in other Sections: The storefront system is described in Section 08950 of these Spatific.atione. Autgn-itic sliding door are described in Section 08951 :�f these Spec�ifi.catiori�. 1.03 Codes and standards: In addition to complying with all pertinent codes and regulat1.xv install all glass in accordance rri th the etondards stated in the "Glazing F1arxAl" of the Flat Class Jobbers Association. 1 .04 Pr--d-,c t ha rrci 1 i ng Use all means necessary to protect glazing materials before, during, arx` after installation and to prorect the installed writ of other tradee. In the event of darti:ge, irtrs�diately make all repairs and rep'.&:a nts necessary to the approval of the Architect and at no adds t i cxu 1 coat to the ':fir. 2.00 PRi]CXcls 2.01 Fate lass: A. All glass shell tver the label of its mnufactLrer and shall wnform in all respects etch the pertinent requirerents of Federal S�*cifications . Ail al-ass s`rall be rz':.atively distortion free with all distortion uiaves in the horl wntal direction. Plate glass : k" thick, glazing quality, per F.S. DD-C,45ld-:977 ;erpered plate glass: k'' thick, glazing quality per F.S. DD 403, .ANSI Z 97. 1-1975, and CGj ns r*r Products Safety Stardard 16 CFR(II) for architectural gla2in.,7 ; glass shall lire tang-free or horizontally t erj.�red. 2.02 Glazed Re-lights. At Meat Preparation provide aluminum framed fixed and sliding windcnas by American Glass Co. distributed by Morehouse Glass Co. Ph. (503) 235-6641. � � A Glass and glazing Section 08800 - Page 2 2 CL k7 I NG MA7F.RIAIS A. Glazing Tape: Polyisobutylene, butyl type, "Trerco 44CY'; B. Glazing Caskets: As supplied by manufacturer of sash, storefront merlbe r s; C. Gazing G_Irpajnd: "Tre7co ;rem Glaze"; D. ':au:ktrg: Synthetic resin type, "Tre.-co Synthetic Resin Sealant"; E. Sealant, &llkhead Panels: '7remco Mono Lasto 'eric", 1CX�,o liquid po'.ymer, acrylic base sealant ; color to match panel ; ; 2•2. M 1 RRDRS A. %4A 1 1 Ml rro r s: No. 1 plate glass mirror, narrow pattern stainless steel frame, sizes IreIcated. B. Mi rror 3 9-w-I i C rbirxit Ion: 'a. I pldre glass nurrur, narrow pattern srainJess steel frame , size Indicated, S inch wide stairiless steel shrlf pemwnently attdL!1t W mt rr o r baa L k. 2.05 BLIMEAD PANELS A. At bL,'khead panels at lease area storefront: Weyerhaeuser "Special" grade "Panel. 15" panels cut to size, stock colors as selected. B. Accessories, nails, caulking, touch-up enamel, aluminum accessories, divider bars to match, etc. , as detailed and required for the work. Caulking compound as required for installation of panels and vinyl enamel for touch-up of damage shall match panel color. Class and glazing SeCllun 08901 - Page 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3.00 EXECUTION 3.01 Surface cunditions: Prior to all work of this Section, carefully inspect the installed worst of other trades and verify that all such worst is complete to thepoint where this installation mtiy Ccxmience and verify that glazing may be performed in accorddru:e with the referenced standards and the original design. In the event ,.)f discrepancy, iRmedlauly notify thy± ArctUCert and proread as u'lrected. 3.02 ClazirW,: A. Set all glass in a trt.ie plane, tiolit and straight , with proper and adequate clearance, firmly anLhured to prevent rattling and looseness. Malo a 11 gl ass edges c l eanl -, cut ; du nut ni p or seam t`w edges. B. .-',dditional Requirements: Grind and polish edges of glass to be exposed upon completion. C. Mirrors: Install mirrors in accordance -4th manufacturer's directions, where indicated. D. liilkhead Panels: install panels using �.tcrefront system glazing gaskets. 3.02 Gleaning up: Upon completi,n of glazing, thoroughly clean all `lass and spandrel ,urfaces, correct all irperfections, and replace ail scratched, cracked, or othendse damaged glass or spandrels, Just prior to store opening again clear all glass. Lea%e all labels on glass and spandrel panels until they have been inspected by the Architect, but remve all labels i,imediately thereafter. E\D OF SECTION Sturctront system StCClor, 08950 - Page 1 SF T I ON r}89 50 - S'1 r"*1 RuhT SY'; J11 1 .00 GENERAL 1 .01 Description: The storefront system fir this Work includes, but is not necessarily limited to, the window walls, entrance doors 31-id glazing support relights and windows shown on the Drawings. 1.02 Related work specified in other Sect'oru: The following items are covered In the indicated ocher Sections of these Specifications. Cooperate as necessary with all other trades to ensure the ,proper and adequate installation of the entire storefront : A. Caulking: Section 07%M B. Cylinder locks : Section 08700 C. Class and glazing: Section 06800 D. Autorretic sliding doors w/frames: Section 039.51 1 .03 Qualifications of installers: For Che actual fabrication and installation of the storefront systar, use (xt1 y mechanics J)c are thoroughly trained and exile ri e n icad In the fabrication and installation of thio material and 4v are ccrplstsly familiar with the man.lfaccurer's rec;m rrjW fabrication and installation methods. In the ecceptars*e or rejection of storefront , no allowuvA W1,1 be mide for lack of ski 11 on the part of me chard c s. 1. A Submittals: Within 15 days after award of the Ccxitract, and before any st-orefront materials are delivered to the fob site, suhnrt the following to the Architect for approval . A. A letter stating which of the spe:ified storefront systems the Contractor ha, elected to furnish and install . B. mop Drawings and catalog cuts showing all details of the fabrication and installation, including proper and adequate previ!-ion for installation of the specified glass, spandrel Tanels, and autametic door operators. Storefront system Section 08950 - Page 2 1.05 Product handling: Use all means necessary to protect storefront materials before , during and after installation and to protect the installed work of other traces. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 2.00 PRODWI'S 2.C1 Storefront system: A. All storefront system shall be alunim n extruded from 6063-TS alloy for doors, frames, and moldings; 5005 alloy for rolled sections; with all. required reinforcement. B. lktlnufacturers: Kawneer Company Northrup Architectural Systems Pittsburgh Plate Gla— CAxTany Rebco West U.S. Aluminum U.S. Aluminum Series OS450-S STACK framing system and rredium stile doors shmm on drawings. C. All store window members shall be strippe(+ and receive a chromate conversion coat prior to application of silicon polyester finish 1.2 to 1.5 mil thick. Color as shown on elevation sheet. 2.02 Accessuries: A. Miscellaneous: FLmlish antl install with following itew on each door r,c lease spaces. 1. Single--acting manual Kawneer SV4-II con,ealed closer w/o hA.)ldopen 2. Bottum offset pivot Kawneer for SAM-II 3. Weatherstripping Kawneer ''Sealair" with EPOM sweep ;trip ,4. C},linder Best 1E64 • Threshold Kawneer k ' x 4" (single piece for entire openir*,, 4W IN Storefront system Section 08950 - Page 3 2.02 Accessories: (cont'd) A. Cylinder locks. Finished cyi1nder locks will be Best Unive -sal Lock. Ca"ny items fuanisued under Section 08700 of these Specifications. Furnish and install construction cores for use during construction of Chs Work. 1. Ux-a_ tions: a. Entry doors: Cylinder outside (Door N1 only). 2. Cylinders; a. Exterior: lEbC4 IJS26D A5979 CAM b. Interior: 1E66 US260 A5979 CAM C. rAIMN: IE64 US261) 2.03 (kher ;iterials: All other materials, not specifically described but required for a proper and ctmplete storefront installation, shall be new, first quality of their respective kinds, and only as rec:mmwnded by the manufacturer of the store- front bystem lacing installed. C Storefront system Section 08950 - Page 3 3.00 EXECMON 3.01 Surface conditions: Prior to all work of this Section, carefully inspect the installed oork of other trades and verify that all such work is complete to the point where this installation may crrrmence. Verify that the final installation will be in cc-!rplPte accordance with the apporved Shop Drawings and the manufacturer's recormndations. In the event of discrepancy, immediately notify the Architect and proceed as directed. i 3.02 Fabrication: A. Shop fabricate all doors and frames into complete units. B. Accurately miter and fit all mL"bers Co hairline joints. Weld or mechanically fasten glon�g entire line of contact on the exposwi side. No discoloration on the face will be ijermitted after aluniliting. C. Fabricate in strict accordance with the approved Shop Drawings amid the manufamArer' , rec�mnended methods. 3.03 Installation: A. Instal! all mrerrbers with adequate provision for settlement, expansion, and contraction to occur without breaking glass. B. Firmly anchor all menters, using all anchoring devices recIuirsd to ensure lx>sitive attachment of the R er�s of long life under hard usage. C. Wherever aluminum is in contact with steel , concrete, or any other material potentially creative of electrolytic action, furnish and install all required permanent isolation of the alcmimim by baacipainting with lirst quality bituminous paint or by such other isotation as is approved by the }.rchitect. D. Thoroughly calls all joints between the storefront system and other materials, ustrryI, the materials and methods described in Section 07900 Of these Specific scions. E. After glass has lx-kin Installed, ad just all storefront Moore for proprr operation and clearances. 3.04 C 1 eaa ni nR up: Inne+diately prior to acceptance of the building, remtwe all protective materials from the s t o re f rant system and clean all exlaosed s tore f roam members, using plain water or a c l ea rx r specifically rec:.c rrerx ed by the manufacturer of the storefront materials, Do not, ,rider any conditions, use abrasives of any type or cleaning agents harmful to rhe storefront system or surrounding materials. ENT) OF SECTION Autcnkqtic sliding doors Section 08951 - Page 1 SF_CTION 08951 - AtrT"TIC SLIDING DOORS 1 .00 CFNERA L 1.01 DescriLxlun. Automatic dour oper.,turs required for this work are,llmited to those shown at W,enings 1 ,_ anti 2 on the drawings. 1 . 02 Related work specified in other sections ' The following are covered in the indicated sections . Cooperate as necessary with all ether trades to ensure proper and adequate installation of the automatic •iidirk A. Electrical service to the uutumatic door headers : Section 16400 D. Entrances and Storefront: Section 08950 C. Glass and Glazing : `ccLion 0880b 1 .03 SutudttaIs: Within 15 days after award of C.untract , aivJ 'before any door operator materidls are delivered to the jub site, sutmit the following to the Architect for approval: A. Cbrrplete Ship Drdwings aril catalug cuts, lru luding all necessary wiring and diagrann wird dll data necebsdry fur thr prof*r preparation of interface LOITIectiuns by other trades. 1.04 Product ha nd l i n� Use all means necessdry to protect automatic d(x)r-, & frames before, during, and after lnbtallatiuri'and to protect tlae installed writ of other trades. In the event of de,rwge, lm OC11,itely nhiki all repolrs and replacers its necessdry to the all)ruval of aril at iiu "I t londl coat to the Okawr. Automatic sliding doors Section 08951 - Page 2 2.00 PRODUCTS ND SLBSTIT1U, 2.01 Door Onerators: GENERAL: Automatic sliding door systems shall be overhead concealeC Power-Glider"A 4000 microprocessor control, electro- mechanical operator,all as manufactured by Besam,Inc.,East Windsor,N J.08520.Installation shall tie performed by the local authorized Besam Distributor. Advance bitty Systems, Inc. , Phone (503)235-1831. SCOPE: Furnish and Install automatic sliding door system as shown on the drawings and as specified heraln. The sliding door system shall consist of the following components: 1►Aluminum frames and doors, including lop and bottom pivots and breakaway hardware. 2)Sllding door operator with microprocessor electronic controls. 3)Opetalo, housing, guide rollers, door carriers. ALUMINUM FRAMES AND DOORS: Aluminum frames and doors for the Besam Power-Glide 4000 system shall be fabrlcAted of 6006-'T6 alloy with all sec• tions having well thickness of .125". All extruded members serving as structural support •,hail be of 6061•T6 alloy and shall be capable of spanning 15'0" without the use of Intermediate supports. The door carrler(s)shall incorporate two(2)steel roller wheels per active door leaf to Insure smooth, quiet and trouble free operation over a replaeuable U61111► track Inlayed !nlo the support beam. The carriers shall also Incorporate two(2) anti-rise devices per leaf to prevent door derailment and avoid Jumping of active leal(b)when aperating cycle or re-cycle is initialed Holler wheels shnil be plated to protect against corrosion and snail Incorpurate doubled Journal sealed,oil impregnated bearings. Door carriers shall permit overall lateral and vertical door adjustment of 1h" with positive mrchanlcal lock. Vertical Jambs bhall be 1 2/." x 4 '/t' extruded aluminum. The header shall be 6 '4' x 6 1/1" and shall Incorporate a con- tinuous Integral hinge for header covers. Header covers shall be secured by means of loci!ing brackets which are isolated in vinyl to avoid metal to metal vibration.Extruded sections used for dour leaf fabrication shall be of narrow stile configuration measuring 2 1a' x 1 1i. Top rails shall be 2 V," In width for active leal(s)and 3'/„” for sidelitele), All bot• tom falls shall be 4'. FINISH: All unposed aluminum surfaces shall be clear anodised 204RI, satin linish AAC22A31 ) OPERATION AND SAFETY: 1)F.utumatic sliding doors shall be powered by means of an electric motor and mechanical gear assembly hansmitled to the active leat(s)by a Wiwi bull. Signals received by the motor from actuation controls shall power the door(s)to the open position. The open1mg cycle bhall be stopped by means of microprocessor generated signal that alec• tronically reduces voltage to the motor. I he duors shall then complete the opening al slow speed until the door En- counters the mechanical stop. 2)The doors shall be powered closed after remaining in the opening position for the pre-set time. The doors shall return of the normal closing speed until they encounter a signal from the microprocessor at which point the speed shall be reduced, slowing the doors to creep speed until they reach tho fully closed position. 3)SAFETY The system shall incorporate(2)photocell hold open devices. The pholobeams shall span the entire wleth of the sliding door opening and shall prevent door(S) Ifom clusmy when a light beam is ubstrueled. The auloniauc door equipment shall contain an additional integral sensing device that shall automatically reverse the dour(s) should an obstruction be eneounlered during the eioslny cycle,returning the door(s)to the full open position Whan an obstruction Is encountered in the opening cycle,the door shall come to a complete slop. The next full cycle alter an obstruction has been encountered shall be a 'search mode" cycle wherein the door shall open and close In a creep speed mode. 4)EMERGENCY BREAKAWAY: The system shall be equipped with emergency release hardware which allows for the active leafs)(and sideliles)to swing out in the direction of egress. Emergency reluase haidware snail consist of top and bottom pivot and shall include an Undarwnlurs' Laboratories, Inc. (UL) arid Canadian Standards Association (CSA)listed breakaway release latch fur holding doors In closed position during normal operalion. For interior slide Ing active leafs)to swing out sldelites shall allow fur active dcor leat(s)to swing out 90 degrees from any position in the sliding mode Breakaway pressure shall be Ii6Id adjustable to local Building Code requirements,but will be lac tory set of 50 pounds maximum In accordance with ANSIIBHMA Slanoaid 156 10. 5)WATCHDOG MONITORING. Microprocessor software shall be designod to cx islantly monitor system operations. Should door(s) speed, motor function or operations deviate from design cruet;a ranges, the Watchdog control cif• cult shall assume command of the system and shut down the aulomatic function by holding door(s)open A fedun• dant supervisory circuit shall monitor the main watchdog control circuit every 255 door cycles,ready to perform as a back up. Automatic sliding doors Secciun 08951 - Page 3 - - — — — — — — — 2.01 Door Operators,. (Continued) SLIDING DOOR OPERATOR: The operating unit for the Power-Glide 4000 system shall be a microprocessor control,elect ro-merhanical operator Con- sisting of a DC shun)-wound perfnanent magnet motor with sealed ball bearings, mechanical drive assembly. The microprocessor system shall automatically define and set the opening and closing creep positions, and the fully Open and fully closed position of the door system. Mechanical limit switches will not be accepted.The control shall include an adjustable time delay if to 60 seconds). Software shall incorporate a self diagnosing system for easy serviceability. Motor shall operate from 115VAC 60 cycle-1 phase power supply. Motor shall require less than 5 amps at surge and full power stall. Mechanical drive assHmbly shall include helical gear drive transmission, shall be sealed in cast aluminum filled with lubricant for extreme conditions. ENERGY SAVING DEVICES: The automatic door system shall be equipped with a control for reducing the door opening size. The switch shall be located In the vertical jamb of the automatic door. The switch shall reduce the total door opening to reduce air loss. Through microprocessor programmed intelligence, door opening shall automatically resume the full open position wherever traffic flow exceeds pre-set volumes. The door system shall be equipped with heavy weather pile between the doors and sideliles, between emergency breakaway hardware and door stiles. The package shall exceed ASHRAE Stan- dard/IES 9OA-1980 for air leakage. ACTIVATING DEVICES: The Power-Glide 4000 sliding door system shall include one(1) Pathfinder motion detector for one-way traffic and two (2)Pathfinder motion detectors for two-way traffic. Motion detectors shall be located in a central position to the traf- fic pattern and shall constantly monitor the detection zone.The detector shall provide a signal to the door operator when the zone is intruded by persons or objects — the detector shall maintain the signal until the sensitivity zone is clear from any non-stationary person or object.The maximum response time for the detector shall be no more than 25 milliseconds. For mounting within a dropped fiber ceiling or non-metallic soffit please contact the factory. Motion detection shall riot be affected by changes in temperature or ambient light and shall not grow in range after in- stallation.The detector shall provide a continuous,unbroken sensing field as requested by ANSI 156.10.1985. The detec. for shall have been independently tested to show non-interference to biological implants (copy of such lest to be sup- plied rpon request).(For motion detectors providing both opening and closing signals see specification for SeleclScan 11). WORK NOT INCLUDED: 1)Preparation of the plumb and square opening to receive the slide door system. 2)Glass and glazing as described in the glass and glazing section of the general specifications. 3)115 VAC -60 cycle prwer supply. INSTALLATION: The sliding door package shall be installed by factory authorized and trained personnel. 6esam FTI (Field Test Instru• ment)must be used by installer during initial phase of the installation. The work shall be done in strict compliance with the manufacturer's recommendations and according to approved shop drawings. GUARANTEE: 13esarn Power-Glide 4000 slide door system shall be guaranteed for a period of one(1)year from the date of acceptance. Guarantee shall cover any failure due to material defect or workmanship.All defective items shall be replaced at no cost to the owner. Automatic sliding dc; rs Section 08951 - Page 4 - - - - - - - - - - - - - - - - - _ - - - - - - - - --- - - - -- - - - -- - - - - - - 3. 00 EXECUTION 3.01 Surface conditions ! Prior to all work of this section , carefully Inspect the Installed wor& of other trades and verify that all such work is complete to the point where this installation May canrneace and that the final installation will he in complete aecordftoee with the approved shop orawings. In the event of discrepancy, lortaediately notify the Architect . 3. 02 Installation -. In®tall the automatic door in strict accordance with the maoufacturwr's recommendations and the approved shop drawings . 3. 03 Adjustments -, Upon completion of the installation , the manufacturer's represeotative shall make a tune-in and final adjustment of the operator to secure optimum smoothness of operation . 3. O4 Instruction Following the final adjustment , and prior to store opening, the manufacturer' s representative shall fully instruct Eno Mtore manager am to correct operating procedure of the automatic 1.100r )-orators and shall furntsh to the store manager con►plettt written Instructions on operation , mainten- ance, and dare of the automatic door operators which can be performed by store personnel , plus name and address of i service company . FM OF Sf CT 1 ON c:ypsum drywall 5ec:cion 09250 - Page 1 SECTION (N2% - Ci'PSLH DkYWA1.L 1 .00 CZNFJIAL 1 .01 bescri ciun: The term "gypsum dry,.mll", as used herein, includes all gypsum panels, associated metal trim, fabt.erwrs, joint system drkd finishing coffpo" required for the Interior of the building where indicated on the drawings. See Finish Schedule on the drawings,. 1 .02 Related work sneciftvd In other Sections: C:rx perace with all other trades as necessary to ensure proper and aidequate provision for the penetration through, or attachment of Chair wr-)rk to that described in this Section. 1.03 (L�alifIca[Ions of applicators: Use only skilled and experienced drywall installers for laying Grp the gypsum board, nailing, taping, and finishing. Helpers and apprentices used for such work shall be under full acrd corutant supervision at all times by thoroughly skilled drywall applicators. In the acceptance or rejectioci of installed dr}-ell system, no allowrance will be made for lack of skill . 1 .04 PT-oduc t handling: A. Deliver the materials to the jub site and score thm in ureic original packages with all labels intact and legible. Keep all materials dry, preferably by storing Inside a building under rr'J. there it is necessary to store outside, stack the materials oft the ground, properly supported on a level platform, and fully pror-acted from the weather. Stack gypsLn panels flat and neatly, taking care prevent sagging and to protect all edges, ends and surfaces. H. Take all means necessary to protect the installed work of other trades. In the event of ("-.ge, ima"Lately make all repairs and replacements necessary to the approval of the Architect and at no additior-I coat to the Ower. Gypsum dry,Yall Section 09250 - Page 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.01 Manufacturers: Bestwell, Celotex, Fli.ntkote, Kaiser, Johns Manville, U.S. Gypsum or approved. 2.02 Water-Resistant Gypsum Backing Board: Asphalted gypsum core, ' " thick non fire-rated board. Green color. 2.03 Finish board: Standard tapered edges, ' " thick non fire-rated board; 5/8" thick for fire-rated. Use for finished surfaces not otherwise specified or noted on drawings. 2.04 Amit 2.05 Control Joint: USG No. 093 or approved. 2.06 Edge Bead and Corner Bead: USG No. 200B and USG No. 101 Dur-A-Bead or approved. 2.07 Amit 2.08 Joint system: All .joint system, including reinforcement tape and compound, shall be a system recommended by the manufacturer of the gypsum panels as compatible with the panels used. A sirgl.e compound may be used for embedment of tape, skim coating, and finishing if the compound so used is recommended for that purpose by the manufacturer of the gypsum panels. 2.09 Fasteners: A. Nails shall be "dry-tight" acid-etched nails or 9WB-54 annular ringed nails conforming with ASTM C-380-63. Do not use ordinary common box nails or "cement-coated" cooler nails. B. Screws shall be USG Type S-12 buglehead installed per manufacturer's recommendations. 2.10 Adhesive: Use USG Durabond Drywall Adhesives of type appropriate to secure drywall to particular backing encountered. 2. 11 Otherproducts: All other products, not specifically described but required for proper and complete gypsum drywall installation, shall be as selected by the Contractor subject to the Architect's approval. Gypsum drywall Section 09250 - Page 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 3.00 EXECUTION 3.01 Surface conditions: A. Prior to all work of this Section, carefully inspect all surfaces to which drywall is to be attached and verify that all work of other trades is sufficiently complete to allow commencing the dr-ywall installation, that all required backing is in place, and that all items which will be concealed by the application of gypsum drywall have been inspected and approved. B. Verify that the fastening surface of all framing and furring members do not vary more than 1/8" from the plane of the faces of adjacent framing and furring members. Do not commence drywall installation on any surface which fails to meet this criteria. In the event of discrepancy immediately notify the Architect and proceed as directed. 3.02 Installing single-layer gypsum drywall: A. Install all panels plumb, level, and with all vertical joints on bearing. B. When cutting gypsum drywall as required, cut by scoring and breaking or by sawing, working from the face side. When cutting by scoring cut through the face paper and then snap the panel back away from the cut face. Then break the back paper by snapping the gypsum board in the reverse direction or by cutting the back paper. C. Smooth all cut ends and edges of panels where necessary to obtain a smooth joint. D. For cut-outs in panels for pipes, fixtures, or other small openings, make holes and cut-outs by sawing or by such other method as will not fracture the core or tear the covering and with such accuracy that plates, escutcheons, trim, etc. , will cover all edges. Use of "score-and-knack-out" method will not be permitted. E. Properly space nil .'asteners in careful accordance with the manufacturer's recommendations and code requirements, with heads driven slightly below the surface Fcr proper cementing but without breaking the paper covering. F. Loosely butt all joints to be taped. G. Stagger all end joints and the joints between panels and wood framing to achieve a maximum of bridging and a minimum of continued joints. 3.03 Installing metal trim: Carefully inspect the Drawings and verify the desired locations of metal trim. Install all. metal trim in strict accordance with the approved submittal of manufacturer's recommendations, paying particular attention to make all trim installation plumb, level, and true to line, with firm attachment to supporting members. Gypsum drywall. Section 09250 - Page 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 3.04 Taping and finishing: A. Spread joint compound evenly over all joints, using suitable tools designed for the purpose. Fill all joint recesses, nail recesses, and metal trim. Center the reinforcing tape on the joint and press into the fresh compound. Wipe down with sufficient pressure to remove excess compound but to leave sufficient compound under the tape for proper bond. Feather all edges and leave the surface free from blisters and tape wrinkles. Allow to dry. B. Fold reinforcing tape along its center line and apply to all interior angles, following the same procedure as for joints. C. Lightly sand the dry compound with fine sandpaper between coats to remove all irregularities. D. Apply a second coat of compound to all joints, feathering approximately 3" beyond edges of tape. Also apply second coat to all nail recesses, leaving flush with the adjacent surface. ''When compound is dry, sand again. E. Apply final skim coat, feathering out approximately 2" beyond the second coat. Third coat all nail recesses and metal trim. Skim coat all interior angles. After drying, lightly sandpaper all .surfaces, using caution to not excessively damage the face paper of the gypsum drywll. Examine all surfaces to ensure against defects. Touch-up as required for uniformity. F. Apply thin coat (fog spray) finish on all walls and ceilings where liquid coating systems will be applied to gypsum board. "Fire tape" a1.1 other areas that receive gypsum board, but are not scheduled for other finish. Submit sample of sprayed texture before application. 3.05 Cleaning up: During progress of this portion of the Work, do not allow the accumulation of scrap and debris resulting from the gypsum drywall installation and finishing. Take all means necessary to prevent spilling and splashing compound. Irt the event of spilling or splashing of compound on other surfaces, immediately remove the spilled or splashed material and all traces of the residue. \ END OF SECTION Suspended acoustical ceiling Section 09500 -- Page 1 SECTION 09500 - Si:SPEZED ACOUSTICAL CEILING 1 .00 GENERAL 1 .01 Description: The suspended dcoustical ceiling required for this Work is indicated on the Drawings and consists of a euspenJed exposed "1" grid with filler panels of Acoustical ceiling boards. 1.02 Related wirk specified in other Sections-. 11w furnishing and installing of lighting f1XtUres, air distribution grilles, and fire sprinklers are covered in ether Sections of Cheee Specification!:. Cooperate as necessary with all other trades to ensure proper and adequate provisions for the wont of their trades and for the insCdllaL"lon of AusparwcU acoustical ceiling. 1 .03 Codes and s t a ndA rri s: In addition Co conp!ying With all codes and regulations, comply with all pertinent recor-mrnddticru publi .hed by 'Ria Ceilings and Interior Systems ConEructing Associdtion. 1 .04 Qoaltflcati�ns of ln�,rdllers: For the sctual fabrication and installation of the suspended acoustical ceiling, use only mchanics vho are thurwqlrly trained and experienced in the fabrication and installatton of these materials. In the acceptarwe or rejectten of the fini!Jel installation, no allotwrice will be made for lack of skill nn the part of mechanics. 1 .05 Suhrni t t a is: Wfthin 15 days after awrard of the Contract , anti before any su�gx-rued acoustical ceiling materials are delivered to the -fob site, sulmit the following to the Architect fur aij)ruval : A. A letter stating which of the spccifiW pr«iuces the Contractor hds elected to furni,h dnd lnstall . B. Conr♦)lete Stk)lr lh-dwings of the sclected "f" grid system, irklur Ing detdils of all (-,AxJlri()ns wt►ere the suspenied acoustical ceiling will interface with w )r-k of other trades arxi drtdi 1 a of all inrthrxls of suspension. I Susperded acoustical ceilir, Section 09500 - Page 2 1.05 S<IN)ll t,,1l s: (c(uIl '%1) , C. A written b�.r.,r.rnt.:c truer• the nWrtuiact��rer of the selected accustic4,l celltrigboards staling that the ULoustical ceiling boards All retain their dirrenslcxL,l stability for at least 5 years folluw1,ng installation. 1.06 l'n�handl I n�;: A. Deliver All system cummponents to tie job site in their original unopened packages with all labcels lntaCt and legible at times of installation. H. Store i!A system coffpOnents in such a nbntrnr as to ensure protection frac d�rage arta the weather. C. Use all means necessary to prutect suspervJu4J acoustical ceiling materl.als from d&-nage before, durtnb, and after Installation and to protect the installed wo-k of other trades. In the event of damage, irr vtdiately melte all repalrs and replacements necessary to the aoproval of and at no acid i t l o ria l. c u s t t o the Owner. 1 .07 Extra stock: Yrcr,�ide 4 full unopermed cartons of the specified l f�tr cn e ceiling �tboards used in the matri Sales Area for the Owners use F 2.00 I' M K'T'S 2.01 'T' Grid system: All 'T' grid system shell be in the pdtcern Irsliceted on the drawings and shall be one of cite f u l l ow i ng, non-rated t.T i s Y A. Dann P rL kx[s, 10c. : "D)C" S y s It e[n B. Chicago Metallic: Snap-GrLd 500 Series C. Nullunal W)l1frig Mills: Series ML The systLin shall he ciMI)lete with all bkg1x)rting mrrl)ers, anchors, 6a11 curn.lces, aryl acl.,ptav`rs, lu�rturktrug riredures for artcumpleteglnstellation� all accessories of ry �l' Color of grid shell match the color. 2 .02 ACalst is rl rvied tci 1 In};a! All acoustical coiling lxwrnls shall tm the hrrxltx.t of one manufdcturer, slWll tx- pr(K}erly difie-iisiuniA to III ilia grid p.rtrern sheat on the Drawings, SN-01 h.rve a miirinun Wise R,elhlct ioll t;�I f icivnt (NW) of .50 - .60 in a robber 7 nnxwit ink;, .ua1 a f lana-spread inxlcx of 0-25 in accurdance with ss I rertui rL-nL-nt s ui I'Lller,rl SlACCi f"t "I"S SS-S- 1188- ACLR S"Cal C. ng I.Ltard alai suspultsi,W1 sy-AvIll slull ter .r 2 it . by 4 It . grid. I I W1NJrd ILOUStical qui l lr ti tit•cCiun 095(A1 2.02 Acoustical ceiling boards: (Suspended ceilL S) (cont'd) Annstrong Minabord "Georgian" pattern, or similar by Celotex or U.S. Gypsum, with scntbhable white vinyl-plastic finish. 3.00 EXECUTION: 3.01 Surface conditions: r - Prior to all work of this Section, carefully inspect the installed work of all other trades iix1 verify that all such wort;, is complete to e.he point where this Installation may comm-nce and verify that the insta'.lation miy be made in couplete accordance with the pproved Shop Drawings and with the manufacturer's recoamendatiuns. In the event of discrepancy, immediately notify the Architect aixl pr-occed as directed. 3.02 Inbrallation (,1 "1" L;r;d; A. Erect the irt-ta) "I" members in a Mattern as sN.xrn on the Drawings, spacing units 5ynmw-Crically about the center line of areas in ooth directiuns. B. Space' hanger wire!, a Ma.)dalm of 4 feet on centers along the main n.tru-iers. IL nut penetrate plyv-�cd rLXJf deck with hanger wires or Anchoring devices. C. Accurately level all ruin nuurers. Spdce rruto runners A mputirtam of 4 feet on centers. D- Space c:uss "'I'" nuns rs .as shown r n the I)rdwi nbs artd secure to main ruuiers and W11 arlgleS acc!,rtUnLe with the marWfacturer's recomien- ddttuns. L. urcly author All wa11 A119IC nc-fitrrs in place. l'. Pruvide aryl irrst.al l l►uld duw11 L ips for a1 l cei l ing Nkard!i. X:1Lictil i&.:dl cul �)vcliun 045U) - Page 4 3.03 fnstaILitton of ,it.k)ti.�t it.il LO i 11)9 Ix)ar�la' Install all dcouytiLal LOiling ho,,rds In Elie evu!,W 'T' grid system carefully following manufacturer's instructions to provide a satisfactory installation. 3.04 M—Justment: Upon completion of the installdticin, inspect dil grid system and ceiling boards for level. aixi alignment. All grid stu+ll be level within a tolerance of 1 to 5W and aligned wlthln a tuleraikc of I In 1000. 3.05 Cleaning up: Completely remove all finger prints and soiled areas. If cleaning proves ineffective, replace soiled units at no additiMal cost to the Owner. END OF SECTION C h(u5111rnt tluurtIL8 Section 09650 - Page 1 SEC'T'ION 09650 - RESiLIEM !11A)R[NC r 1 .00 GENERAL 1.01 Descript, > Resllicnt flooring re(pjired for this Work is indicated on the Drawings and includes, but is not necessarily limited to, vinyl-composition Tor Liles, copset cove base, vinyl edge strips, and epoxy edge stripe. 1.02 Related wr+rk sacifleci in other Sections: It* preparation of sub-floors is described in ocher Sections. Cooperate as required with other trades to decerminye the required finishing of sub-floors to receive the installation of resilient flooring. 1.03 (Qualifications of installers: For cutting, laying, and trimning of the resilient flooring, use only thoroughly trained and skilled mechanics completely familiar with the materials and the manufacturer's currently recommended method of installation. 1.04 Submittals: Prior to the delivery of any resilienL flooring materials to the job bite, deliver to the Architect a written list of all the resilient flooring materials proposed to be installed, giving the marufhcturer's names and including 2 samples of eauvv?nvl imposition i1,.)or cile and of each base. l .0 Product handling: A. Detiver all n►terials to the job site in their original i.mopened containers will 11 lat*!l:, intact hind legible at the time of use. matevia4_s of same color dnd pattern shall be by the none manulacturer and have the same run rvznaer. B. Use all means nx_cessary to protect resilient flooring materials before, during,, and after installation to protect the installed roric of other trades. In the event of damage, immediately make all repairs and replacemLmCs necessary to the appruval of, and withaAt additional cost to the Owner. 1.06 Extra stock: Leave four unbroken cartons of each different type and color of vinyl- composition tiles, selected from the same run amber and same manufacturer as the tiles installed. Resilient flooring Section 09650 - Eage 2 2.00 PRODUCTS 2.01 Vinyl composition floor tiles: 12" x 12" standard 1/8" • inyl composition tile thru-out. See drawings for the colors used. Include feature strips of same thickness as tiles. Manufacturer: Armstrong Imperial Mode ni Excelon or as approved. 2.02 Sheet vinyl flooring: Armstrong Seagate .085" thick or as appraved. See drawings for extend and color of each type of flooring and wainscoting. 2.03 Topset cove base: All topset cove base shall be 4" high roll-stock (not precut to 48" lengths) , color selected from manufacturer's standard colors. '.04 Rubber stair treads; "Flexco" type No. 210, safety rib tread, nominal thickness 1/4 inch. 1� inch deep round nosing, tread depth 12-3/4 inches, each tread shall be one piece without joints. Nose of treads shall be internally reinforced with metal. Color selected by Architect. '.05 Rubber stair stringer: "Flexco" Type S7R. .08011 gauge rubber 10 inches high. Install in full lengths with minimum splices, neatly cut to fit stair treads and risers. Color to match stair treads. 2.06 Rubber stair risers: "Flexco". Gauge 1/8 inch seven (7) inches high set-on type rubber base. Each riser shall be one piece without joints. Color to match stair treads. 2.07 Landing tile: "Flexco" Type IR, gauge 3/16 inch, 12 x 12 inches ruboer landing tile. Color selected by Architect - no tile shall be less thin 6 x 6 inches after cutting. 2.08 Omit 2.09 Oxy edging: Epoxy edging, where indicated on the Drawings, shall be ''Neotex" installed in strict conformance to manufacturer's s,?ecifications. Mix concrete color. Resilient flooring Section 09650 - ?age s 2.10 Adhesives: All adhesives shall be waterpt-oof mastic as recommended by the 'Kanufacturer of the resilient flooring material being installed. 2.11 Sealer: All sealer for finishing the resilient flooring shall be only that sealer recumr*nnded for the use by the manufacturer of the resilient flooring. 3.00 EKE ,ION 3.01 F-Karn na t i on: A. Closely examine the conditions of all surfaces to which the work of this section is to be applied and ensure that they are adequate fet a cimplete and satisfactory installation. B. Surfaces to be sosrl, hard, cured, non-dusting, smooth, free from all substances of defects which may be detrimental to adhesion, perf=ance or appearance of the resilient flooring isntallation. C. A rubber mat test for moisutre penetration is required before the the is laid or the concrete slab. Copies of the test results are to be furnished to the Architect, the Tile --,:.ntractor and to the Owner. the rubber Trot test is the only correct test. When the sealing is _`ective, 24" x 24" rubber mats (in at least six locations) shall be placed on the floor (ince masking tape to hold darn edges) . If ef.fecti ,e, no �-ioisture will be pre�-ent after a 24 hour period. If ineffective, (moisture present) after 24 hours, additional sealir, treat- ment is required. 3.02 Preaarattan: A. For at least 24 hcaue prior to installation, maintain a CwTerstwv of not less tlmn the t sopars tura :-scasrner Md by Cho res i l i unt fl por- i ng mete ria 1 s ^�fac curer, in t.* apace i» %hi ch re•i 1 i ant f l oori rx is to be installed. If no surh rerun terVersturs to specified by Oe manufacturer, Baain[ain a WnLran of 60 dogreee t. I Resilient fiocring Section 09650 - Page 4 D. Fill all ,ints in substrate with Lack. underlayumt cortpamW such as "F'1oarfi1 , strictly cordormi to the �pa�JW amdacturer's re�c cnmerdat i ons. Achi eve a gni focmly amooth, so", and loyal subs t ra to by sandpapering as necessary. C. Thoroughly clan the substrate by sweeping, damp mopping (la,t not '%mt moppirl"), vacuuming, or other means to r&jCvg all loom partic1as and all dust, dirt, grass, and foreign usterial. D. Allow the substrate to dry thorajo•ir and prevent all umaasary traffic across it. 3.03 Installation: A. Accurately cut the material to fit tr.a room and all pro jct l om. S. Apply the adhesive in strict accordance with the apprv;rsd rec arnda t i on& of the mw1ufacturer, coating Cho surfaces evenly and rot excAedirgg the rec,waerded working area&. C. Install thA resilient f1oortr% and base in strict accortlance with the published recamierdsttons of Che manufacCurer. D. Install vinyl edge strips at edges of resilient flooring .here it adjoins f 1 oo r!ng ri,t e r i a l of a different t rpe d nd e 1 Sewd re as tndicacad on the Dravings, arx.hortng firmly and snugly into place. E. -here epaxy edging is indiCiLed on the Drawi-age, Install a bcxhding coat of the specified concrete adhesive followW by s bu.i l t yup tapered edging of the s pec i f i ed epoxy edging working in strict accordance with the merufaMxer's ,x,blished recce mendations. 3.04 Fi rd"rte: ':-m diately after floor tile installation is canpleted thor-x4tUy clean all surfaces free from adhesive, soil, dust, tautruction otatne and black. rnark.s, and apply ane cost of chs specified synt.'»tic sealer in strict accordance with tilt ^ramdactunr's p abl i shed recaemenda t 1 au. Apply orw coat of wax, supp 1 l ed by Safewett in strict accordance with the muufacturer's recar:randaticeps. fie day tefore thegrand opening of the store, clean the floor and apply second cost of uax to leave floor is clean, xmr ad surface that h a a high Sloss. END OF SECT?ny Epoxy floor surfacing Section 09720 - Page l SECTI(N 09720 - EPDXY FLOOR SURFACING 1 .00 GENERAL 1 .01 WORK IN OTHER SECTIONS Underlayment over rough or uneven concrete floor slabs; where required. 1 .02 AREAS TO BE COVERED Meat, refrigerated 1,oxes, and Deli areas and as scheduled in grocery store. 1 .03 DELIVERY OF MATERIAL Deliver materials in unbroken packages, manufacturer's original labels thereon. Do not open packages or remove labels until Architect inspects and approves . 1 .04 TEMPERATURES OF STORAGE b WC)RK SPACES Not lower than 70o F. for 48 hours before installation, during installation and for 48 hours after installation. Not lower than 500 F. at any time thereafter. 1 .05 COLORS Subnit sa.--iples for selection. 2 .00 PRODUCTS 4 .01 PRODUCT N,ar1E De-,-O-Tex Industrial Chemiturt flooring and Toughstuff Safety-floor 3-S. Stonshield hR1 by Stonhard are also appro%•e,_ Epoxy floor surfacing system. 2 .02 MANUFACTURER Toughstuff Safety-floor P. 0. Box 52 Beaverton, Oregon 97005 Phone 503/645-7143 3 .00 EXEC11TION 3 .01 PREPARATION FOR INSTALLATION A. Concrete Slabs: Test for moisture; be sure slabs are thoroughly dry before starting work. Remove grease , oil , dirt and other foreign substances. Where surfaces are too rough or uneven for satisfactory installation, recommend underlayment that will be provided under work of "CAST-IN- PLACE CONCRETE". mm7l Epoxy floor surfacing Section 09720 - Page 2 3.02 INSTALLATION A. Installers: Toughstuff Safety-floor must be installed by trained installers on p.operly prepared surfaces. Follow marnifacturer's printed instnictions. Concrete must be at least 28 days old. JJse appropriate specifications if another product is used. ) A. Application Install in the following -^yuence: 1) Apply primer coat of 100% epoxies to the properly prepared floor surface. 2) Trowel-apply a three component , epoxy floor surface over the primer at a thickness of 1/801. 3) Broadcast color-fast safety sand evenly on the wet epoxy floor surface. 4) After drying*, sweep excess sand from the floor. S) Seal the entire epoxy floor with recommended epoxy sealer. 7.'he finished Epoxy floor will be i.pproximately 31116 inch thick. * Narjening time at 70 degrees 8 hours for foot traffic. 24 hours for moderate wheeled loads . 72 hours for strong chemicals. END OF SECTION Painting Section 09900 - Page 1 SEL-TION 09900 - PAINTING 1 .00 GENERAL 1.01 Description: The term "paint", ds used herein, includes enamels, paints, sealers, fillers, emulsions, and other coatings whether used as prime, intermediate, or finish costs. The type of material to be used and the nrber of coats to be applied are listed in the "Painting Schedule" in Part 3.00 of this Section►. 1 .02 Related work specified in ocher sections: A. Shop priming and factory prefini ohing are require:i on some. but not all , of the items described in ocher Sections. Carefully study the Drawings and the Specifications and determine the painting requirements as ►fisted. Paint or finish all exposed surfaces of items required to be finished or painted and left unfinished in the worm of o"r trades. B. *wre calking is required beyond the calking performed by other trades, perform all such calking in strict accc,rdar -a with the provisions of Section 07900 of t`)ese Specificac+.one. C. See Section 07170 Fluid-applied elastomeric waLerproofing for finish on concrete masonry units. 1.03 �1_ificatlons of painters: Use only qualified journeyman painters for the mixing and applications of paint un exposed surfaces. In the acceptance or rejection of pd►nting, no allam+bnce will be ^jade for lack of skill cxr the part of painters. 1 .04 Submittals: A. "bterial;: Prior to all work of this Section, submit to the Architect a complete list of all paint materials proposed to be used and the mnrufacturer's rec arrwndations fur application of each ' material.. the manufacturer's recamtiertiArions, when approved by -he Architect , shall form the basis for acceprarrca or rejection of application methods used on the Wurk. This submittal shall in no way be corustnied as permitting the substitution of items for the sFvcific items described in these Specifications. Painting Section 09900 - Page 2 ® 1.05 Product HandlinK_ Deliver all paint materials to the job site in Chef.e u anal urups nod containers with all labels intact and legible at Lim c, use. Score ottly the approved materials at the job sirs and store to a aulCab!e and desi"ted location restricted to Chi storage of paint mCeria;s and related equipmenc. 1.06 Prwecrlon: A. Take all means necessary to ensure the safe storage and use of paint materiala and the prc.rpt " safe disposal of rate. '.l. Take all mr,ans necessary to protect paint materials before, during and atter installation and to protect the installed waric of other trades. In the event of damage, immediately make all repair; and replacements necessary to the approval of, and ac no additiunal cost to, the Oder. 1.07 Ern'i rorrnnt a l coral I t l ons: Tdke special care to comply with the manufacturer's recamnedrtlona as tc erivirormentdl candiiions under vAhich the coatiW and coating systems may be applied. Do not apply paint in areas %Awre dust is being Senerated. 2 .00 PR oDJM 2.01 Paint %teridls: A. All paint materials selected for coating systems for each type of surface shell be the product of a single manufacturer. Paint materials listed herein, unless oche m xt demignated on the Painting s chedu 1 e, are the products of Pitts box gh and regal re no fwther approval as to marufacturer or catalig number, or uaa equivalent products of Pract b Larbert, Radds, FullerO' Brien, Mii1er, Boysen, Shervin-Wi111ams, C1idden, subject to apprwal by the Architect of the materials list described in Article 1.04A above. B. All paint materials and equipment shall be compatible in use. Finish coats shall be campetible with prime coats. Prim costa shall be ;Lm"tible with the surface to be coated. Tools and equipment shall be campatible with the coating being spread. Thimers, when used, shall be only those recarmanded by the marufacCurer of the material being chimed. 2.02 Colors: All colors shall be trom stITY111-d selections ,irxI .-is ,ire,? if» i in these Spec i f i ca t i uns. All co 1 cars indicated on r ho Drawings shill 1 be mixed by the paint manufacturer to match color chips. r Painting Section 09900 - Page 3 3.00 EXECUTION 3.01 Surface conditions: Prior to all work of this Section, carefully examine all surfaces .qcheduled to receive for corditiocs which might adversely affect execution, permanence, or quality of finish and %hick cannot be put into acceptable condition thrtugh the preparatory work described below. In the event such conditions are found to exist, lmmedidtely ratify the Architect. Do not proceed with surface preparation or coating application, unless specifically directed by the Architect, until conditions are suitable. 3.02 Preparation of ,,urtace�s _g_eneral : A. Prior to surface preparation and painting operations, malt, remove, or otherwise adequately protect all hr dwaxe, accessories, machined surfaces, places, fire sprinkler heads, lighting fixtures, and similar items in contact with painted surfaces buc not scheduled to receive paint. H. Spot prime exposed nails and other metals which are r---j be painted with emulsion paints, using a primer recamnenc;.ed by the manufacturer of the coating system. C. Before applying paint or other surface treatment, thoroughly clean all surfaces involved. Schedule all cleaning and painting so that dust and ocher cont anti nanta from Ctrs cleaning process will not fall on wet, newly painted surfaces. 3.03 Preparation of wood surfaces: A. Clean all wood surfaces until they are free from dirt, oil, and all other foreign substances. B. Unless specifically noted to be lett roaigh, smooth all f i rd sh wood surfaces exposed to view by using sandpaper. C. Omit D. Immediately after doors have been trL,med, hung, and fitted, paint &L1 edges with 2 coats of the specified paint necerial. E. On small , dry, seasoned knots, thoroughly scrape and clean the surface and d apply cxw coat of glad qua l.i t y knot sea l e r before application of the priming coot. On L •ge, open, un aessoned knots, scrape off all pitch and thoroughly clean the area, followed by an application of cine coat of VW quality knot sealer. Remove and treat all pitch sur-taces in the same manner. F. Unless specifically otherwise approved by the Architect, do not proceed with painting of wood surfaces until the nriisture content of the wad is 121 or less as measured by a moisture meter approved by the Architect. Painting Section 09900 - Page 4 3.04 Preparation of concrete surfaces: A. Remove all surface contaminants. .k: -we efflorescence by stiff bristle brush, ~rice brush, or light sandblasting. Kwmve all dust, dirt excess mortar, and other items kbich milt interfere with proper finiuuh, using adequate and suitable means to produce a satisfactory surface to receive the paint. B. omit C. Where emulsion paints are to be applied, particularly when the ambient and surface temperatures exceed 90 degrees F. , uniformly and thoroughly damper cii surface to receive paine, using several applications of potable water to be absorbed. p. Ruwvo all visible surface water prior to application of coating- 3.•JS Preparation of ferrous surfaces: Clean all surfaces until they arcs completely ;roe from dirt, oil and grease. After cleaning, apply are coat of the s,pecifiai: primer the same day to all ferrous Surfaces scheduled to be pained. 3.06 Preparation ofMlvaniied surfaces: Clean all surfaces thoroughly with solvent until they are lately free frau dirt, oil and grease• TI-an, treat thou lwith h�sphoric acid etch,. Remove all excess etching Solution dry canpietely before application of the paint. 3.07 Paint apQlicatlon: A. Paint all surfaces except glass, chrome, polished metal, and ocher surfaces bearing factory pre-finish. Paint all grilles and otter pre-fird.shad items where the factory pre-finish is not in accordance with the painting scheckule and color selection indicated on the Drawings and in those Specificstlar. B. i.eave all finished surfaces free from runs, drops, waves, ridges, laps, brush rasti s, and variations in color, taxturt, and finish. App 1 y the pa t nt in such a manner as to produce a film of uniform thiciuvas with complete hiding. Take special care to ensure that all euTfaces including edges, corners, crevices, welds, and other items receive a filA thickness equal to that of adjacent surfaces. C. Allow sufficient drying time between [lasts. Modify the period as recommended by the siaterial manufacturer to wit adverse wes their cord i t i oro. Oil-be" and o 1 eo-re s i now solvent-type paints shall be considered dry for retorting 4M the Paint feels firm, does not deform or feet sticky under moderate pressure of the thxb, and the application of another ca.,t of paint does not cause lifting or loes of adhesion of r-he urxle rcoa t. Painting Ser-:,.on 09900 - Page 5 D. Use a moisture meter to test surfaces red do not apply the initial coaxing until muiature meter reading is wit In the limits recomnended by the paint materials awuJacturer. E. Sand and dust between coats EO remove of 5 fall defects visible to thw unaided eye from • e F. Sli,jotly vary the color of succeeding coats. G. Bdckprinr .,I1 vxtrriur ward trim. 3.08 lnsLection:: Do not reply adkiltluItilc � cipcwt � inspected and approved by the Architect. 0n1 nwpec edand approved coats of paint will be considered in determining the nunDer of coats applied. 3.09 Reinstallation of remved _items: Following corpletion of painting in each space, reinstall all its= removed for painting. Use only worionan skilled in the particular trade involval. 3.10 Cleaning up: Using progress of the work. do not allow the accsmastion of axrpty containers or ocher exi;ess items except !n areas specifically set said* foa that purgoce . Prevent accidental spilling of paint eat- erials ard, in the event of such spill . immediately remove all spilled m�atari•l and the waste it other such *qui pre" used to 90P up tt» spill, and wash the burfaces to their ori&inal urziarssgld condition, all at no addition&l cost to the Owner. 3.i 1 Painting Sc-hedu l e:_ Apply the following finishes to the areas designated: Finish Type 1 - Exterior Pourad Concrete trip forms cut all tie-wires to depth of 3/4 inch. Dampen these and all honeycanbed areas with clean crater and patch flush with IHM'M. Finish coats applied at Section 07150 Fluid-applied el.astomeric waterproofing. Finish 'tarp,. 2 - Open Web Steel Trusses Touch-up Rust-O-Leum #9373 Orange Primer 1.5-2.5 DFT 1 Coat Rust-O-Leum 49391 White Primer 1.5-2.5 DFT Finish Coat #4300 Series - Color as selected Finish Type 3 - Exterior Metal - Calvaniied: 1 Cost PPC 06-209 Galvanized Primer 2 Coas:s PPG 06-252 Mau" 4 Trina Paint Finish Type 4 - Exterior Metal - Ferrous: 1 teat PPG 06-2011 Art. Ru,,t Pr fine r 2 Coats PPC 06-252 House 6 Trim Paint Painting Section 09900 - Page 6 _ 3.11 Painting Schedule: (cont'd) Finish Type 5 - Interior Concrete Block: 1 Coat PPG 424-10 Latex Masonry Block Filler 1 Coat PPG #24 - Wallhide Latex Flat Wall Paint Finish Type 6 - Interi.or Gypsum Board - Painted over #300 Primer ! 1 Coat PPG #6-2 Sheetrock Sealer. 1 Coat PPG #6-70 Interior Latex Finish Type 7 - Interior Gypsum Board - Enameled: 1 Coat PPG #6-2 Gypsum Board Spaler 2 Coats PPG #6-90 Alkyd Sed-Gloss Finish Type 8 - Paint everything under roof that is exposed (including walls, roof deck, structural members, piping. ducts, conduit, etc. ) 2 CGdts PPC 424-400 Alkyd Flat Wall Paint Finish Type 9 - Interior Wood - Enameled: 1 Coat PPG #6-5 Enameled Undercoat 2 Coats PPG #6-90 Alkyd Semi-Gloss Finish T�De 10 - Interior Wood - Stained: 1 Cc-kit Rez Interior Wood Stain Coats Rez #77-5 Gloss Polyurethane Finish Type 11 - Interior Metal - Ferrou3 1 Coat PPG #6-205 Primer 2 Coats PPG #6-90 Alkyd Semi-Gloss Finish Type 12 - Exposed wood and ply%,lood in stock. and mezzanine areas: 1 Coat PPG #6-10 Quick Dry Sanding Sealer and Finish Finish Type 13 - Exterior Stain - Wood Trim. Etc. 2 Coats Cuprinol or Olympic Weather Screen Solid Color Stain meeting F.S. TT-W-572b, 3. 7. ED OF SECTION I F'i herglass KeintorctA Bane►s Section 09975 - Page 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION ()9975 - FIHL-t(,IASS KEINFORCED PANELS 1.00 GENERAL 1 .01 Description: Prefinished wall pails where iiYiicated at Bakery/I)eli & Meat Departments. 1.02 Related work in ether Sections: The preparation of gypsum board backing, and the coordination with penetrations through or attachments to are provided under other Sections. 1 .03 Codes and standards: To applicable codes. Flamespread less than 200, fuel*contributed 0, s;�uke developel less than 450. 1 .04 qualifications of installers: Use only installers who are thoroughly trained and skilled in the installation of this material. 1.05 Produc t h w-d I i nx_ A. Use all means necessary to protect material during and after instdllar.ion and to protect the installed work of other trades. 2.00 PROINX-I S 2.01 Panels: Fiberglass reinforced polyester panels, 'i„asboryi" BLS38517X .C,90" thick, as maruf�cLured by Kemltte Corporation, Joliet, Illinois and distributed by Pacific Insulation, 5716 N.E. Hassalo, Portland, Oregon 97209, phone (503) 282-3274. 2.02 MoIdinys: Furnish prefiaishL-J harmonizing PVC moldings to match panels fur all joints and exposed edges. 2,03 Adhesives: Use Webtex 0176 adhesive. Caulk joints with CE #125 or Dow Silicone Caulkinu, USDA approved. 2.04 Fasteners: Southco Drive Rivets or as recommended by Kerdite. Fiberglass Reinforced Panels - - - - - .- - - - - - -- - - - - - - - - - - - - - - -Section-l.`- -S---Page - - - - 3.00 Ex{EcullON 3.01 Surface condirions: A. Prior to all work of this Secti.;,.-,, carefully inspect the installed work or other trades and verify that all such work is suffic!ently complete to conplete the installation of the work of this Section, B. Test rmisture content of backing material. Do net install over hacking exceeding 12% moisture --ontent. 3.02 Installation: A. Maintain a minimm temperature of 60 degrees F. for 48 lours before and 48 hours after installation in all areas receivir% paneling. B. Comply with marufacturers published instructions. C. Have all recommended tools on hand and make a r--= layout and cut- ting schedule before starting installation. D. Cut, fit and try each panel prior to final fastening. Spread adhesive, set and press parwls in place, brace as recommar% d. E. Walls higher than one panel length to have small pieces installed at the bottom. Grain and ;pattern to run vertical in all areas. F. Trim panel edges and joln�s with moldings using GE Silicone #785, and clean panels. END OF SECN ON luil,jt partitions Section 10150 - Page 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEMON 10150 - TORET PAKrIT10NS 1.00 C1;MAL 1.01 Description.• 711& toilet partition system for this Work is indicated on the drawings and is, in general, conposed of floor mounted metal enclosures and wall-momted urinal scrima. 1.02 Related wrk specifLed in other Sections: The furnishing and installing of blocking and backing is described in Section Ob100 of these Specifications. Cooperate as necessary with all other trades to endure proper and adequate provision for the installation of items described in this Section. 1.03 Codes and standards: In addition to conforming with all pertinent codes and regulations, fabricate and install the toilet partitions in strict accordance with the published recomaendations of the msnifacturer of the pro&xts selected. Comply with applicable requirements for the handicapped. 1.04 Qualifications A installers: For this portion of the Work, use only installers whn are thoroug#ly trained and skilled in the installation of the type of toilet partitions selected. 1.05 Submittals: Submit Shop Drawings to the Architect for approval. Shuw ail delails of rnncrnirrion Aral anrhnrantp. l .(,v6 Product handling: Use all nreans necessary to protect toilet partitions before, during, and after installation and to protect the installed work of other trades. In the event of damge, Iminediately make all repairs and replacements necessary to the. approval of the Architect and at no additional cost to the Owner. 2.00 PRO K'1'S 2.01 Toilet_partitiuns: All toilet partitions shall be the product of orae ma,:ifacturer and she11 be one of the fullowing: I,)ll,.:t parLILiU113 :; LL1Uu IUlyU - P* W Color S lLY l - MjIufacLure r: Accurate Partns. (USG) F1nbaGsy ) Match Global Steel Products ) Twilight Metropolitan ) 827 Knickerbo cker Partn. Co''P• Sentinel Mills Metal Compartment Ali toilet partitions shall be complete with hinges, coat hO&P latch, aril all necessary hardwure and clip& fur nornti►y+I. 3.00 F-(E(VI'lUN 3.01 Surface cordtctun�-: Prior to all wcrk of this Section, carefully inspect tc►e installed work of other trades an verify that o�l1 guch work tr►e work of this�Sectionis tly complete to perml.t the accordance and chat the finished inscalletlon will be in complete In [tw with the original design and the cy, iff�iately notify dthe Architect and event of discrepancy, pro- ceed as directed. 3.02 111 tallatlon: in with the Install all toilet pdrLitiU►a turerLslcpublished eccxnt�etdeticxts5talla- tion Lwawinas ajd the ran►lf E.tlD OF SECTIUN I11«ninated awnings Section 10700 - Page 1 SECTION 10700 - TLLUMIWIV:D AWNINGS 1.00 GENERAL 1.01 Description A. Illuminated awnings. 1.02 Related work specified in other Sections A. Masonry: Section 04200 - Unit Masonry B. Structural Steel: Section. 05100 - Structural Steel C. Electrical: SEPARATE CONTRACT - Coordinate. 1.03 Codes, Standards Comply with all pertinent codes, and regulations of authorities having jurisdiction over the Work. 1.04 Licenses, Permits, Fees This Contractor shall provide, procure, and pay for all licenses, permits, fees, etc. , as required to carry on and complete the work of this Section. 1.05 Qualifications, Applicator Proposals will be received ONLY from Contractors who have been approved by the Manufacturer of the specified awning materials as qualified applicators prior to bid time. Submit with bid a letter of approval from the Manufacturer. 1.06 Substitutions The proposal is to be based upon the use of the specified materials installed in strict accordance with this Specification. 1.07 Submittals A. Shop Drawings: Submit Shop Drawings to the Architect for review. Show all erection details. 2.00 PRODUCTS 2.01 Frame: Use square or rectangular tubing throughout, galvanized or painted where appropriate. i Illuminated awnings Section 10700 - Page 2 - - - - - - - - -- - - - - - - - - --- - -- - - - - - - - - - - - - - - - - - - - - - 2.02 AWNING: 14 oz. translucent vinyl coated polyester fabric, color coated both sides. P•R•I•S•M•A•X by Advanced Vinyl, Inr.. PROPERTIES WEIGHT: 14 oz. per square yard WIDTH: 37" wide rolls LENGTH: 55 yards LIGHT TRANSMISSION: #1120 Bright Red 33% 01181 Gold 53% Test Method: ASTM D-1746 TENSILE STRENG'T'H. 138 lbs warp 188 lbs fill Test Method: Fed. STD. 191-5100 TEAR STREN(,TH: 18 lbs warp 15 lbs fill Test Method: Fed. STD. 191-5134 BURST STRENGTH: 250 lbs Test Method: Mul.lens Burst Strength Test FLAME RESISTANCE: Passes Test Method: Fed. STD. 191-5903 Passed Reg. #F357.01 California State Fire Marshall COLORS: As selected from stock color chart. 2.03 Fastenings: Provide all required non-corrodable fastenings, connections, screws, nuts and bolts, etc. required for proper assembly and support of all parts of the work in this Section. 3.00 EXECUTION 3.01 Surface Conditions: Prior to the work of this Section, carefully inspect the installed work of other trades, verify that all work of other trades is sufficiently complete to permit the start of work under this Section, and verify that the completed work of this Section will be in accordance with the approved design. In the event of discrepancy, immediately notify the Architect, and proceed as directed. I i Illumni.natec! awnings Section 10700 - Page 3 3.02 General requirements to be used in design: A. Frame design and manufacture: Snow and Wind Load: need to be considered The effects of snow and wind on the installed awning in designing the frame. Code requirements for r.snow andser wind loaofcalculribsandons differ from one area of the country to tubing having either greater diameter or wall thickness are all methods of increos'',.19 the strength of awnings installed in areas having high snow or wind load requirements. Iriangularization: Essential to building strength into the awning is the use of triangularization in the frame. Triangularization is the incorpoangul rrtionosteel or aluminum frame, triangular shapes into the framework. When ension is applied to a triangular no loss of strength occurs because the frame will not change shape. This is not the case when a frame is square, rectangular or round in shape without triangular cross supports. Size of Frame Membr.rs: used in the construction of the awning Only three different components are frame. For exterior awning applications, the ribs and frame members are constructed of 1" x 1" x .060 wallsteel tubing; the horizontal rails are constructed of 1" x 2" x 060 wall steel tubing; all spreader bars and tie rails are constructed of V steel rod. Rectangular Tubes for Horizontal Rails: Rectr-rgular tubes in their vertical position are used for the top and bottom horizontal rails of the awning frame. This not only prevents coilApse of the rails when tensioning PRISMAX over the frame but also avoids warping of the rails during welding. Spacing of Ribs: Ribs are spaced approximately 4-5 feet apart depending on the wind load in cing for various wind loads is indicated miles per hour. Appropriate rib spa in Figure 5 (following page) . Frame Sections: Larger awnings require full frame support behind each rib. Awnings under five feet in height can be constructed with full frame support behind alternate ribs. Rib members must be supported by a frame member at intervals not to exceed 4'-4". rs �i v[ Ali �f RIB SPACING AND SUPPORT ALLOWABLE UNSUPPORTED SPANS SIZE W114D ( MPH) HORIZONTAL_ SUPPORTS VERTICAL RIBS 10 4 ' 4" S , 2" , , 1"xl"x .063 80 4 4„ 4 6" STEEL TUBING 90 414" 4 ' 0" 1 , n„ 8 , 6" l"x2"x .063 10 STEEL TUBING $0 10001 1 ' 5" � JO 1 , 0„ 6 ' 8" FOR FRAMES SPACED a 14 ' '--0 •C . W/SNOW LOAD OF 25 'SF AND WIND VARIABLE . NOTE : INTERIOR FRAME WEBS SHALL BE ADDED TO PP.OVIDE ADEOUATE SUPPORT rJl( FXTERIOR RIBS (MAX . UNSUPPORTED LENGTHS I►S PER TABLE ABOVE ) . " RANGULA'iE" INTERIOR FRAME WEBS WHENEVER POSSIBLE . Figure 5 "� 11t li Illuminated awnings Section 10700 - Parle 4 - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - A. Frame design and manufacture: (cont'd) Attachment of PRISMAX to Frame: For awnings under six feet high, PRISMAX is attached at the top of the awning with the use of an aluminum extruded C rail. . On all remaining sides of the frame PRISMAX is laced to a tie rai.l . In applications requiring a closed bottom to the awning these methods of attachment are reversed, e.g. the C rail is located on the bottom of the fare and PRISMAX is laced to a tie rail on all remaining sides, including the top. On awnings six feet or more in height, C rail. is not used at all . Instead, all sides are laced as described above. Spreader Bars: Spreader bars are ' " bans mounted horizontally to the rib on four inch legs. Their purpose is to keep the ribs in position and to prevent the frame from collapsing or the ends under tension. It is important to align these spreader bars with horizontal. heal sealed seams to avoid double shadow during il1u;rinat1or. Attachment Methods: There are thrc-e methods of installing the completed awning. and most obvious, is to drill through the frame member and install bolts or other fastening devices. Or, secondly, a punched flat bar tab is welded to the frame member through which the fastening device is used. Or,, thirdly, a 7_-clip can first be attached to the wall and then the frame set into it. Priminfg and fainting of Framework: The vef� best primers and paints should be used. Cost cutting at this point in the manufacturing process will have negative results in the future. Prevention of rust is of utmost importance. Many types of paint are available. Acrylic enamels and many two-component paints offer good results. Choose paints which are designed to stand up to the elements in the locale where the awning is ro be installed. B. Type of Lighting: Us-- double tube 800 NIA (mill.iamp) or high output fluorescent lighting. Coordinate quantity of fixtures, power service and control with electrical subcnnco,itractor and with General Contractor. Rows of Lighting Required for Adequate Illumination: For illumination of PRISMAX one row of double-tube high output fluorescent fixtures will adequately illuminate awnings up to eight feet high. For larger awnings, additional rows of fixtures will be needed. } Illuminated awnings Section 10700 - Page 5 B. Type of Lighitng: (cont'd) Placement of Rows of Lighting: The distance between the light fixtures and the awning face is determined by the height of the awning face to be illuminated. The formula is as follows: z x height of area to be illuminated = distance of fixtures from face. This is the optimum location of fixtures for excellent illumination of PRISi,IAX. Greater distance between fixtures and face, such as mounting fixtures on the wall , results in loss of illumination. Fixtures are never located less than two feet from the PRIS.W. AV-100 Surface Treatment: AV-100 is a specially formulated surface treatment designed sp,cificall-y for PRISMAX. Its purpose is to provide a Lemporary barrier coat to prevent contaminants from contacting the PRISMA.X itself. AV-100 is sprayed onto the completed awning with a garden-type sprayer after all copy and graphics, if any, have been applied. Cleaning Instructions: For maximum life and performance from PRISMAX, proper maintenance is important. A regular washing is recon ended to keep dirt, leaves and other debris from acctmalating on the surface. A soft bristle brush ane mild soap with water may be used for more stubborn areas. Care should be exercised to not damage the copy or artwork if decorated with Scotchcal . After cleaning the awning, AV--100 should be re-applied to continue the protection it affords. 3.03 Fabrication: A. Fabricate all awning, framing and covers in strict accordance with the approved Shop Drawings and site conditions. B. Where a conflict occurs between or among the pertinent codes, regtd ations, standards, and the requirements of the Drawings and these Specifications, the provisions of the more stringent requirerrnnts shall govern. 3.04 Erection: A. Coordinate installation schedule with the schedules of other trades to ensur-_ orderly and timely progress of the Work. B. Erect and install awning frames and covers in struct accordance with the Drawings, the appro,,,ed Shop Drawings, and site conditions aligning all parts straight, plumb, and level . C After erection is complete, touch-up all construction damage, and remove debris caused by work in this Section from the site. D. Coorlinate setting of light fixtures, connection of power and controls, test entire illuminated awning system, and instruct Owner's personnel in correct operating and maintenance procedures. END OF SECTION •a � a Toiiet accessories Section 10" - Page 1 SCFION 10800 w TOILET ACCrSSC�R_ES 1.01 Description: re ltffdtad to Toilet accessories recuired for this xr acotwdl pensars,scoat dispensers, toilet papor holders, pap• hooks, grab bars, and ndrrors. 1.Q2 Related work sc c 'n other Seet1mW- •rne following are coverel in the sindl to at�P��and Sections- as rate ' as rewired with all other trade provision for the installation of toilet accessories. A. Backing aid blocking: Section 06100 B. Installation: Section 06200 1.03 Subni t to 1 s• A. Within 15 days after award of the rect Contract, the job before any toilet accessories are deli which of the submit to the Architect a l.e�t1t�Castating the Contractor has specified manufacturers' p elected to furnish and Install. 1.04 :'roduc t he ndl i ice_ Deliver all toilet accessories to the dub site, securely wr3PPed and firmly packed, p'operly cushioned to ensure against dalmgs during trinsportatiinrgand lsstoirrage. and with all labels intact slid legible at time of 2.UO 10DWI'S 2.01 5c�u_,p disPensers: All swap dispensers shall be wall ayylah one eacfor h la id soap and shall be one of the following• hand wash s1nk. A. [iobrick: 1korbe r 11-11 B. Artrrican Dlsivenser Co. , Inc. : trhmber it 1111kmAdurn" C. West Chemical 1'rodi.ic t s, 11W. ; N.mbe r 3(X10, liquid. 1 voi let acc(issorles Section 1U8W - Fade 1 2.02 Toilet pdncr iwldcr�: All toilet paper hc,ldt:rs yl�ll lx' surface rrn�n-,tc.'d type for roll rLrnis paper and shall hold two rolls. h one per water closet. Number B-274 A. Bobrick: B. Fort Howard Papur Company: Number 571-96 C. West Ciemical Products, Inc. : Numbe r W-601 2.03 CA_.r harks: All coat hooks shall be solid brass, chrome plated. Furnish one per Toilet RCK-)Io door 2.04 -Wrrors: Mirrors shalt be 16 x 30, with stainless steel frames, arca shall be one of the following. A. Bobrick: Number 8-165 2430 B. West Qyertti c a l p ruduc t s, [ne , : t4_i" 24x 30 C, Willians PrUdULts, Iix. : W430 2.05 Crate S: 18 gauge, Type 304 or 302 stainless steel with Parker l_ting. Screw to wood blockinK between studs. Bobrick, 3.00 FAILIT 1 ON 3.01 fk.11verles: / Make all ►)ecessary trips to the tub site orderly elprothess ofethe accessories in a timely manner to ensure ssa progress Work. Stockpile t.uilet accessories as ntcessary to ensure their availability for this Work. I rM) OF S.•I'I I()N Dock equipment Sc 'ion 11160 - Page 1 SECT.ON 11160 - P)OCK ETI P'IF.-VT 1.00 Grrv'rrjw' 1.01 DESCRIPTION Furnish and install dock equipment at service doors indicated. 1.02 WORK IN 01TIER SECTIONS , Related work specified in other Sections: Concrete work in Section 03300. Rclling service door in Section 08300. Pit frame obtained from dock leveler manufacturer by General Contractor. 1..03 SLBh1ITTALS Submit shop drawings to Architect for approval. Show all details of each piece of equipment and installation details. 2.00 PROIX CTS 2.01 DOCK LEVELER Kelley Model H608K (see pages 2, 3, 4) 25,000 lb capacity. No substitute. 2.02 LOADING DOCK BUMPERS Furnish and install rubber dock bumpers as manufactured by Econo Max, Portlando Oregon, (503) 661-2389. See page 5. Model No. EM-1236, dimensions A" x 12" x 36' Anchor bolts in Section Miscellaneous Metal . Sec t ion 1116 - Page 2 Kelley Dyna-! oad T" Hydraulic Doddevreler `,W Specifications 1. Ar-chitectural Specifications :3. operation (Short �'OITrI� 3.1 Dockleveler itses when shielded push button is pushed u r and held. Adjustable docklevelers to be ---long Y, _wide, 3.2 lip section hydreulicalty extends as remp reaches top of duly range(1),1!!),'111) lb be hydraulic operation with shielded travel. heavy duty push button NE.M.A 12 control station.(115V 10) 3.3 Button is released. Ramp and lip lower to truck '�ed. (208V 30)(230V 10)(230V 30)(460V 30).Lip to extend hydrauliCockleveler is ready for use. tally when dockleveler is actudted. To have minimum 12"lip 3.4 When truck pulls away from dock,dockleveler automati• protection beyond bumpers tally retracts lip and returns to stared position. 3.5 Dockleveler may also be stored prior to truck departure pulls out To stop automatically up to to swellred position when truck 3.6 Ramp may be lowered to fully supporter-below dock level pulls out To shop and support up to full rated lard on unsupported position,without extending lip,to service low trucks with dockleveler. To allow lowering of dockleveler below dock level end loads. without extending lip. Dur-kleveler to be complete packagr'd unit including unitized 4. Construction motor and pump assembly.To provide integral adjustable,locking q,I Unitized ramp with INX55 deck piste, 55,000 PSI yield type maintenance strut,full operating range yellow toe guards deck beams and INX50 lip. and two molded rubber"L"shaped bumpers.To orad or exr eed q 2 Self-cleaning.lug type lip hinge. U.S. Department of Commerce Standard `�v59(OSHAI 4.3 Fully welded sublrame. and ANSI MH141 fi.To berf<elltelLM�ocdcl 11 4.4 Fixed rear hinge provider, 4" of side-to-side tilt without as distributed by �-� FT --' forming yap at rear hinge. 5.Wonting (service) range: 2.Models _ SIX dnd eight fact long models-24", 12"above dock to 12" Duty Range I (Capacity to 25,000 I_bs. �e r ANSI MH14.1 i4) below,len foot long models-.10",1`) above dock to 12"below. twelve foot long mod,-k-34".20"above dock to 14"below H60bK W6 6' 61 LengthStripping Weigh' i 1375 lbs. 6. Optional Features _ H608( 6' 8' 1635 lbs. b l It-dormdnce Pak provides lip extension at intermediate H600K 6' 10' 2295 lbs. positions and emergency stop button which locks ramp in 1525 lbs. any position in operating range. _H706K 7' 6' 6.2 Foam insulated ramp. H708K 7' 8' 1800 lbs. 6.3 Abrasive skid-resistant ramp and lip surface. H700K 7' 10' 2560 lbs. 6.4 Galvanirred(spray metalized)ramp,lip and frame to resist %,usion n marry applicationsD Ran II (rapaciry to 40000 lbs. per ANSI MH 14.1 6.5 Eet rtwenty inch lip.Recommended for use when l Width Len th Shm in t 5ny reMyerated vans or other trucks with step sections 9 at rear.Capacity may be reduced.Consult factory. _H636 6' 6' 158 s. 66 Lanyard control. H638K 6' 8' 5 lbs. 6.7 Black and yellow striped toe guards. H630K 10' 2295 lbs. 6.8 Self forming pans. 6.9 Explosive proof electric-it controls.Consult factory for class, H632K 6' 12' 2670 lbs. division and group. 1-173K 7' 10 lbs. H73fd8K 7' 204040lbs. 7. Electrical Characteristics _ H730K 7' 10' 2560 tbs. 7.1 Color. 1 f .V H732K 7' 1?.' 2960 lbs. _ 7.1 Control Panel: Heavy duty shielded push buttons(on/off ,wit.:h)rotary mounted in ME.MA. 12 enclosure. Duty Ran a (Gross load aDaCitv range 60,000 lbs.) 8. Optional Accessories Mad Width Len th ShIDDinSht ti.I lruk Stop truck restraining satety system.Interconnected 11- 6' 8' 28201bswith dockleveler.Designed to automatically hold truck at 1168K 7' 8' 3180 lbs. dock during loading or unloading 8.2 Truk Alen Safety illuminated communications package. Informs truck driver when dockleveler is in use,and loading Actual life of arty dockleveler is depxer ldent on gross load weight, unloading 1n rocess. weight distribution,angle of Incline,type of forklift truck,number 9 I' p of lorklih truck wheels and type of tire.and spied of forklift truck. H 4 gide and urb anset. weatherseal. Proper application based on actual operating conditions can be made by use of Miley Dyna-Load dockleveler rating system by ('"'s'ste hdnrue hew t s ,11 .+our poiicv ofotrrvnc-IIN-drw"-. ra u we reserve the an authorized t<,E:ley Company,Inc.,sales representative. PACE EOUIPMENT COMPANY KELLEY 8065 S.W. CIRRUS DRIVE E3EnVERTON, OREGON 97005 ` 50:3/643-4894Kelley Company, in.,. J North Teutons Avenue • PO Box 09993 • Milwaukee.W-sconsin 53209.9993•414/352.1000•Telex 26-661 • Tolt Free 1-800-558-6960 Litho it,USA 450061 ,,,-IpYnIGHr 19M KELLEY COMPANY INC "K" AND "Cr' SERIES Section M60 - Page 3 __JL ro•owe.rw•1.r ALL MOTORSPhase and voltage specified RATED AT 1 H.P. `°Nt1O,lew for this Job: Two rec.o•ec lee mounted In veer pit well I Phase Volts Uee r'll Minvingl.Must be mounted Snd weed.br others.belo/e Inetellellon of ,,_111evNe!Con begin. NOTE Number of Condull/ running I nom Control Eloy 10 Pit will very wnb LoulCodea \ CnNOwl.ur Ye11CtMI/wncN \ All internal wiring on dock- leveler unit is complete. In- i stallation consists of placing unit into pill securing and plugging in. MOTOR PUMP UNIT AND PLI10 ON DOCKLEVELER TYPICAL INSTALLATION 1 PHASE 11e VOLT• WIRING mAdmAMT—T1 PHASE me OR ZIO VOLT! SLAC• L1 if "With SLAC/LI Ilt wNln Will.Wow/. \I YIIMI 1lOCN rlrnr Mull el AMAL OIL O K_A 11.16.\'IuIY^ `i "Mines oe I$ON II ! y MnN wne �h4t Y11 ("` i e».II►O.4w. 1 �M 4 I i 'I uNunerr N`� IrKLAY.f. 1owl0• 1 Il•.n•\'UNt 0140f/I i ry •w1e/�•'IeN/KL1e 1 I 1 1._re re wnc.wlu IIIA FOfr.M Ira O•.11 n D M1Y r•wt/ 1 1 _Nit I 1 el 1 LLA 4/1JC i I _ •.L1 in,•1110 : I N O nll.rQ(. • O,rl,\ rl•Y ye\i ��TNw LYr i Ill t�ILY�Il 1I1r]� 1•I r wnr 1 i is I \t ewlrCM hl CN Ii . I J I Niu not "�'i 1 1 '1 I=I Mei:"Kr L•i'w �---- - Jill 1 IUOIY f w,i«•a �..—..JL:'.. I MY {T ."Ii..N.n.1 rw.n':,ek Ntw ru Nrr•�u ei.uONl eL•ae 1�0� ^ ~ I ,\wL�c•r /tAelONt SLAG �.y ,� I ruwa we "CfnM:u .ala/i a-I MeeneCu : �yJ � l .1..111eF l JwlulisF rrl.\ w � nww rterv.• L.. Nfr•M Il Al rave• r1tICU•r Ne1M LAN wrlNe ILf.L'tM► LOC.INO pelt.•rOMr Iw11CN e+,tCN M1­11Cen.CU� r1rM••,1 MC/KV u 1011.1 r.F/ �'tIG.•L Ir1 r / tAp OOL.IO.M 01 r1I.r1••0 1MMe I� Yp10• w.i�.i rre ..w1,u1•• YOt011 .re.w1�r.Ir 1wr we.e.lr rrLw•w i.•�_ ...w w.ril - — __ rcelw LW LYM/1 W NN,1�.N rr,L.Li1•«I«IM I.NN•I11� �i.i��{r T�� nl, .�� rNw«L1«Y.r 1 13 PHASE 206 OR 270 VOLTS •J PHASE 460 VOLTS �W K1Mw1er••rll IIMt UNf I UMe 1.Me IINf UNe 1 f a _ rred 1 I run -•-• f Wy 11M�1. -� � � � 1 wlw.wrD•. Wf KIID c• TMNMO•W �-1 I twlv_o+lr�e_ fluid r••Iw I � ��a. 1r _ pwl.•.0••lr y COOL • Cell C■ /e11Cw rO1M110 1N1 w0 6 1 Ell 0.1.111• _1- Ue.11w101• --1 ON/01r •111,r 11• N/Wr -lV -.�� .I11e, r11«IID i 1.0.\•\ r•eNM•1 Ef1r._ _ _ R. nOCIII f r I 1 I W rrarew. 1 • O - 41 CIFOYIr I BL - 1 J. I 1 ( �w.1Y LAO nre 111111 1M�•111.1111 I H 111YNw1 1..4.1 1 I'.,ONu CONowt--•� � �� t eN COL'w MTw Y� 1�� wit it Nice w.w ntllltll - ��- rl / 1 wL1\r rfW eU 1 1 n w <�•+ ,rr.►u 1 1 �� ♦ I �.re r.w n•.14nte/AtN aj p�w a:o Mciii ceu�e \L _ �l a e, ".1DNiwYal e/C/► i 1•CJ 1 LL i.n n1lnr:u �� �•% rl r r N.Ye Drwl.e w .eCLOC Kt4 .gi1'1reLr•.. ewl•Crcm note .C%A AM1 I•y 4w11CN 1•,1o•eLlun / Ane.K1•.11 ­Wd1rw.wwf..NK aDor.su..so wwtelr 1«••.•«IW W.•• YOrON YM w1I•L110 K••IrW egto• •M•IIIYL•e M��1 •••1111• o-M --�----- e•.ftn• t rra �,r�<RL CONDUIT ENTRANCE INTO PIT JUNCTION BOXIS•ANL)RECEPTACLES (AINUUiI RUN TU CONT RGI BOx— i URN15HEOAND WIRED BY OTHERS Number of conduit[ nI vary with local / + coda►w"conduit recommended Sea Note 3 t Ph ese Conduit for 5 Nc t:were. _ _ J Phw—Cond for 5 No 14 wire[ " 11 — —— — — — —— — II Na. 110' I I 11 THE FCLLOWING FURNISHED BY CUSTOMER OR GF"ERAL CONTRACTOR. AVAILABLE FROM KELLEY CO INC A: =ITIONAL CONT dEE NOTE 1. SUPPLIED BY: -- I KELLEY cufTOM[A DIM. A I Rear Cu7b Angle 3"x3"xYi'x"C" long_------1 Req'd '^''" PLAN VIEW 1 —Side Curb Angle 3"x3"xV:'x"D" Ion 0B' I � g ------2 Req'd — __ I Front Pit Curb Angle 3"x3"x'/4"x"8"long .-.-_1 Req'd Bumper Mounting Angle 3"x3"x Y4"x21"tong- 4 Req'd � I DIM. B PIT 10,0I0111 POSITION ALI JUNCTION BOXES WITHIN SHADED AREA ON REAR PIT WALL TOP OF DOCK Dow ?A r7 , l , HnoHT -- I l —}— r SECTION AA VARIABLE DIMENSIONS FRONT ELEVATION MODEL A 9 C 6 w x 6'Ig. B4" 74" SO" 81" NOTES: Aan+t eomwnv..nP w.mnn.4.elene onh mth•,edun n.•n 1 All curb angles to have anchor%W".9"long on 12" K•nsr C omP.nl Inc DISCLAIMS.11 nahnnl.none our.r IM 6 W x B'Ig 8B" 74" SO" B6 meamum content wu�sm.nsmr .mods and •tar1..t.ileo th inn Insular w AIHIANTI[S th.m•••rpe..or lin en. nwd In wor.m.w 8'w X 10'Ig. -112- 74" 80" tOP" 2 Consult rectory d dock height n not betwaen .hill and mu•.un u.ec n c•nnectI—wh..•h.I-Warl•n a 8e 7'W x 8'Ig. 64" 85" 91" 61' and 52' x•n.r w.dvn.sr•'"etiaa DlecutM[D So 3 It ins ollatlon Includes optional Truk Slop,toter to wAKNINn ItYp'll ,In.alallon•l.narormy d..k...a I,vur end 7'w x 6'Ig. Be" BS" 91" 65" Kelley Drawing No 1057111orcondun run%II mater. I.I.nn mtc pile•r umaund concnN.couN rwun m Pnm.run la!Ion Includes optional Truk Alert raker to Kelley Product w.sr Produn auur. ons"'"ping.Pr n•rpr,.l 7 W x 1D'Ig 112' B$" gl" 1Uf!' Orewing No to-eoe Injury KELLEY COMPANY, INC. DING Nv e?70 Noun+ee un..1414.•Po a.,009113 HYDRAULIC DOCKLf VELEA PIT LAYOUT —_ LCp M•Iw..r e? Wi rul,I e ... 1•.. 0 a.Tsar�f aEl C.UNDUII ENI FIANCE IN70 PIT JUNCTION DOXIS,ANU RECEPTACLES" CONDUIT RUN TO CONTHOL BOX— r URNISHED AND WIRED BY OTHERS /Number Of contlwla wdl.ary wnn local 'odea w"condun recommended See Note 3 t Phase—Conduit tot 5 No 12 wife$ Most J Phue—Conduit for a No ie wen 11 - -- 11 ED' go,._I I 11 THE FOLLOWING FURNISHED BY CUSTOMER OR GENERAL CONTRACTOR. AVAILABLE FROM KELLEY CO. INC AT ADDITIONAL COST SEE NOTE 1. I SUPPLIED BY xa LLEr CUEIOMEA I I Rear Curb Angle 3"x3"x44'x"C' long__ ...-.-I Regd PLAN VIEW I Side Curb Angle 3"x3"xY4"x1D•' long-------2Req'd I ,Front Pit Curb Angle 3"x3"x'/4"x"B"long.----1 Req'd Bumper Mounting Angle 3"x3"xY4"x21"long__-4 Req'd L � I DIM. B FII;4' WIp111 'n 1 AL1 J$UNCTION\ 74" TOP OF DOC': E ON(REAR Pit WADI \ — rt 24 OOCR I I H I I -- 12" I e' DRIVE SECTION AA �. A t'°$ O BION! FRONT ELEVATION �•• a•• g" NOTES: A.u.rcofnpanY.thL w.rnnlu.a.MonlrbtMpeduNlMe �� 8' 74 80" Bb t An C,+E angles w nava ancnon X'x S'long on 12" Ku.r Comp.nr mr it 6CLAHs4 w..bath ablns..t of I" V p a warl,man.nln m.mod.and mn.rbl.uwn a m. Inmru, maumum centers wAAMNTIIa wMm.•uP...P'mpL.d.mune I.we kA �.• 74" BO" 1Dg" 2 CUh$u11 laetory 11 dock height it not between M•. ship..d m.Iarul...ad In connat'bn with m.In.Ulln'pn er See Drawing 10 039 for and SY Railer produce..a.a.catad CISCL`IMEO typical Installation drawings wAANINa 'mpropalnaaluuonafwchmineo.vbuo.Inml And wlnngdlegrema - 3 tl•natdlpnon Includes optional True atop.rater IC coon Info.4.d of.n.ound c.—I. noutd r..un In pnm.run E1` Bb" O1" Bb" KetleYDrawlnp No 1D67elotconduttruna Kmstal, Poduc'waif. prod..'f.uur.. Pm nr s•mne.o•wnon•I Drs-nil rnl:ludes opnonal Truk Aleft relet to Keller Inlury 2 Ba1" 10O" D" Orsw'np Nu 10-60 KELLEY COMPANY, INC. Dwo eY ,tie:KEo DAZE�DvvG eraoNonnie""".•..•..•Po eorora 3 HYDRAULIC DOCKLEVELER PIT LAYOUT LCR WO 4/318• I 1CA3S ..,.•e wl e3x�9 ess3•In 413'11x10•Im•r.e-"I Section 11160 5 84 A xx Strip Doors - Stnp Curtains - Dock Seals- Swinging Doors �� 20012 S.E. Stark. Portland. OR 97233 • 1503► 661-2389 1-600-525-5201 • d INSTALLATION METHODS �'r�lYl�l�l� e FOR LAMINATED BUMPERS W,rd WN I W1Ifr X-1 ^� C, s ��'0 0 .��• . � ee•ee J7 �° � ° e o d •. I O 9 7.. e n I • � . Cry oo ° •, ,, o ° 7IWelded 1e welded-o fu.b l.gp.d a I 11 I I I I I I�]�J111 I 1~ Ch. ►,.vi bdn p bo�,f end �....M,•. b. nna Is f y rvw.twr�.�• fn..�J. fs f pMl.e.d � ,e*.nu. an •.u.•y mood .l MeIwwl I I I I °pfN p.e� belt dv... J I fa Ip.ne. ,:,w,q,.d r»Isl I I y..JrN1h I I t!eflle•1 1 d T II • • 1 • _.1 L• II I I I` • � -- � Ill • � _. .' __ 41/2" LAMINATED BUMPERS 1... �, %—r ATTACH ECONO-MAX DOCK nUMPF ANYWHERE. MADE FRGM VIRTUA 1 .1 1..w fl i� T Q �i I INDESTRUCTIBLE MATERIAL-TNI 'US'P COULD OUTLAST YOUR _ A -2 - ---I� WAUING DOCK! Flew ftIvA110a SUGGESTED INSTALLATIONS FOR DOCK BUMPERS MINIMUM PROTECTION RECOMMENDID PROTECTION COMPLETE PFIOTECTION _ _ 1 Ile ��I j R E I V F."'AANN AI ASSOC. Cock equi pwnt Section 11160 - Page 5 3.00 EXECUTION 3.01 Surface conditions: Prior to all work of this Section, carefully inspect the installed work of other trades and verify that all work is sufficicntly complete to iurmit the installation of the work of this secti(Ht u:Yd Omit the finished lnstaliatlon will be in c,-x.x)Ier:e accordance with the original design art] the approved Shop Drawings. In the event of discrepancy, irmiediately notify the Architect and proceed as he directs. 3.02 Installation: Install all dock equipment rigid, plumb and level , in strict accordance with the approved Shap Drawings and the ma.iufacturer's published recommendations. Ad. izt all parts to operate without binding. tM OF k4j-''ION l Rugs and Mats - - - _- - - - - - -- - - - - - - - - - - - - - - - - -Section 12670 -Page 1 - - --- - - SECTION 12670 - RUGS AND MATS 1 .00 GENT AL 1.01 See drawings, schedules and details for all items required. installed by General Contractor. 2.00 FRpmXS Ip 2.01 DOOR MATS AND FRAMES A. Frames: Provide D-iturus #1333, alumirn.m frames zinc-chro ma,.c-d 6063-T alloy-, at each entrance vestibule. Furnish frames with anchors for installation in concrete floor slab. B. Ma t s. Puturus "Carpetile" Barktone color, 12" x 12" x 3/8" thick FCT-001 tiles bonded tc concrete with FSA-?.31 cement, use with Cleaner-Sealer FCS-232 recce-mended by Riturus. C. `Mats shall be installed flush with finish floor level at recessed areas inside and outside entrances and rum continuously through entrance d(X)rs opening. END OF SEC7ION Automatic Sprinkler System Section 15500 Page 1 ------------------------------------------------------------ SECTION 15500 - AUTOMATIC SPRINKLER SYSTEM 1.00 GENERAL 1.01 RELATED DOCUMENTS A. Plumbing, neating, airconaitioning, ana refrigeration work are being av;,c under separate contracts. Verify and coordinate with that wori; wherever necessary. 1.02 SOOPE OF WORK A. Provide all necessary materials, labor and equipment and apply for and pay all necessary fees and permits for Installation of complete, single supply, wet automatic fire sprinkler protection throughout the building in acs ce with the standards set forth in this Section. Installation shall include necessary underground Supply mains , hydrants, meters , detector chicks or other devices as required to make a complete and approved system in CT)tire hu.ilding. 1. 03 QUALIFICATIONS A. This Subcontractor shall be a duly licensed Fire Protection Contractor, licensed by the State in which the work is to be done in addition t� any local license requirements. Contractor shall be ^eqularly engaged in the installation of automatic fire sprinkler systems and fully familiar with all loca'. conditions, Codes and requirements. 1. 04 S UB Ml TTI A LS A. Shap Drawings will be prepared by the Sprinkler Contractor and submitted for approval as follows: H. Plans sha] 1 be complete with the following basic information: C. Plot plan indicating all underground piping from connection to water supply , control valves , hydrants in general area of store , meters, detector checks , etc. Plan shall show location of all structures within 24 feet of store. D. layout drawing of complete overhead sprinkler systm with complete details and sections as necessary to clearly define and clarify the dP91gn. Include complete hydraulic calculations and graph sheet showing water supply and demand . E. Five (5) copies of approved drawings will be returned to Sprinkler Contractor and these will in turn, be submitted to any necessary State and local officials for approval . F. Contractor shall then submit the five (5) approved Drawings to the Architect for approval. The Architect shall retain one drawing for his records and return the remaining (4) approved sets to the Sprinkler Contractor. G. One (1 ) set of approved drawings shall be attached to General Contrac- tor's Jobeite working drawings and the remaining (2) sets are for Contrac- tor's use as working drawings for fat-ication and installation. - 1. 05 SYSTEM LAYOUT AND DESIGN A. Design and installation of the system shall conform basically to the 1981 issue of National Fire Frotection Association Pamphlet /13. (Instal- lation of Sprinkler Systems) and N.F.P.A . Pamphlet /24 (Outside Protection) . B. All piping ?hall be hydraulically calcaated per Table 2-2.1 (B) of N.F.P.A. 013 for Ordinary Hazard Group 2 Occupancy. AV , Automatic Sprinkler System Section 15500 Page 2 ---------------------------------------------------------- 1.05 SYSTEM LAYOUT AND DESIGN (cont'd) C. The Sprinkler Contractor shall refer to the Architectural , Structural , Mechanical and Electrical Drawings and coordinate the system layout ' to not interfere with the arrangement of lighting fixture and air outlets. No cutting of structural members shall be allowed. Escutcheons shall not be permitted closer than 6" to T-bar ceiling members if the economies of system design do not permit centerir.,g it the tiles. Notify Architect immediately of any conflicts which may occur. D. Where ceilings are present , the sprinkler piping shall be concealed above the ceiling. E. Provide sidewall heads for canopy protection. F. Provide dry system in areas subject to freezing. 2.00 PRODUCTS 2.01 SPRINKLER HEADS A. Heads shall be ordinary brass except in the gene, al sales areas and in offices where chrome-plated heads shall be provided. 2.02 ALARMS A. System shall be provided with a waterflow switch to give warning of the operation of sprinklers due to fire and shall have the capability of being connected electrically to the fire detection and alarm system. Coordinate with Electrical work beim done under a separate contract. 2.03 ESCUTCHEON PLATES A. Chrome-plated escutcheon plates shall be provided where sprinkler piping passes through walls , floors or ceilings. B. Shallow, baked enamel on metal sprinkler head escutcheons shall be used except where deeper escutcheons are necessary for heads to clear light fixtures. In any case the escutcheons shall be the same size throughout the general sales area and shall match ceiling decor . 2.04 SPRINKLER RISER DETAIL A. Unless otherwise required by local jurisdiction, the arrangement )I the main sprinkler riser shall be e3 follows: Inside gear-operated butterfly control. valve, check valve, electric vAne-type water flow switch with built-in retard device and related trim such as gauges, drains and fire department connection to make a complete and standard riser system. B. The water flow switch shall be connected to a 10-inch electric bell located at the riser on the exterior wall. The electrically operated alarm equipment shall be installed in accordance with NEPA Pamphlet 172A (Standard for Local Protective Signaling Systems) . 2.05 INSPECTOR'S TEST VA:.VE A. Shall be located, if possible on the same wall as the sprinkler riser to facilitate testing of water flow alarm devices. Discharge from inspector's test shall be outside building at not more than 121 above grade, facing down. 918 �9� # 1 nutoma:.tc Sprinkler System Sectio;► 15500 Page 3 2.05 OJERHEAD PIPING A. Shall be black steal, threaded, welded or grooved. Sizes as permitted by N.F.P.A. 013. 2.07 UNDERGROUND PIPING A. Pipe shall be Underwriters Laboratories labeled for underground fire service use and approved by the water department providing service. 2.08 EQUIPMENT A. All fire protection crevice;►, materials and equipment used in the installa- tion shall be Underwriters Laboratories labeled and Factory Mutual approved for its intended use. 2.09 EXTRA SPRINKLER HEADS A. A metal box containing replacement sprinkler head shall be mounted near the main control valve and shall contain at least 12 heads , or at least six of each type head installed In the building. Also included shall be one wrench of the type needed to replace heads. 2.10 FIRE HYDRANTS A. Shall conform to AWWA 0C-502 Standards. 5" main valve opeing. Provide shut-off valve with cast iron valve box. Hydrants shall be fu.rrnished with two 2-112" NST hose parts and one 4" PGT pumper connection. Verify With local Water District before ordering. Pacific States or approved. 3. 00 EXF,CUTION 3.01 INSTALLATION A. Install in accordance with approved Shop Drawinps informing Architect and Fire Marshal of any necessary deviation from the Drawings. 3.02 TESTING A. Contractor shall thoroughly flush the underground vain prior to connecting to over„ead piping. All underground and overhead piping shall be properly pressure tented according to N .F.P ..l. 013. All tests shall be witnessed by a Representative of the A!,chitect , the General Contractor or local Fire Marshal . Upon completion of tiist.allation, the Contractor shall thoroughly check all equipment Asing a "Contract-or's Material and Test Certificate" form and mail the form, properly signed, to Fire Marshal with a copy to the Architect , This form will ,serve as notice that the system has been properly installed, tested and placed in service. 3.03 1NSTRUCTION OF OWNER A. Contractor shall provide verbal instruction to the Store Manager on the Operation of the system. A set of typewritten instructions shall be installed in a protective frame, mounted adjacent to the cabinet containing spare sprinkler heads. END OF SECTION CITY OF TIOA RD No. 26564 I / 13125 S.W. HALL.BLVD. P.O. BOX 23397 Date TIGARD,OR 97722-33 C /� Name _` f Address - — Lot BlocklMap Subd) �lA�nlAd rasa \ ��I -- Cash `�----- _ 1 Permit M's Bldg. Plumb C `Z8 /0 FP-0/0 -�� Other Rs�gy ` Sewer �J , -- Descrl Mon Amount Acctj 10432 Buildin Permit Fees 10-431-600 Plumbing Permit Fees t 10-431.601 Mechanical Permit Fees_ i 10-23r'-501 State Bldg. Tax --— I 10-433 — Plans Check_ Fee --- 30-443 _ wer SeConnection ---__ _--- -- 30.444 Sewer Inspection -- - 51.4,4a, Street Syst. Dev. Charge - - 52-4-,;•610 Parks I Syst. Dev. Charge 52-449-620 _Parks II Syst. Dev. Charge --- 31.450 Slorm Drainage Syst. Dev. Charge_ 10.430 Business Tax -- 10.434 -- 10 227 Bail ___-._-------- 10.455- Fines -TrafficlMisdlParking 10-230 CPTA TrafficlMisdlVlc. Asst. 10-456 Indigent Defense 30-122-401 Sewer Servico/USA - 30-122.402 Sewer Servicef '4 30%fl --- 30 123 Sewer SevicelCity Malnt._ --_— - 30125 Unmatched - 31-124 Storm Drainage _ 40 475 encro 1 P,in. ymt. E 4 _471 Bancro 1 Int, Pymt. - --- -- TOTAL FILE CAPY m� All i CITY OF -nj ARD No. 25940 I 13125 S.W. HAIL.BLVD. iza P.O BOX 23397 Dato TIGARD,OR 97223 e , Address Lot Block/ is Su di honlAddrps Permit M's Bldn Plumb Cash Other Other ec. By�-�t_�d d Sewer , Acct. No. —-- Description Amount 10-432 Building Permit Fees - • 10-431.600 Plumbing Permit Fees 10431.601 Mechanical Perm" Fees - G 10-230.501 1 _state Bldg. Tax — 10-4-43 _Plans Check Fee j30-443 Sewer Connection - 30-444- Sewer Insoectlon_ _ — 51.448 Street Syst. Dev. Charge _ -- 52-4^0.6310 Parks-- 1 Syst-Dev. Charge __-- 52.449.620 Parks II Syst. Dev. Cha► a _-- 31.450 Storm Drainage Syst_Dev. Charge 10.430 Business Tax _ 10.434 Alarm Permit --- ' 10.227 10 T5-5.---- -Fines TrafifclMisdlParking_J — 10-230- C 'TA TrafficlMisdlVic. Asst —_ 10-458 Indigent Defense 0-122 401 Sewer Service/USA -- j 30-122.402 Sewer ServicelClty 30% - - ----- ' 30 123 Sewer SevicelCit t Ma nt. ------ --- _-- 30-125 Unmatched --- 1.124 Storm Drainage ---.-- 4T antro t Prin. Pymt - - -—- ---- — -- - 0.471 `Bancrofi Int. Pymt. - --- -- - --- --- ----- — — - TOTAL • - ( FILE COPY i 1'� CITY OF TIGARD PLUN1131 NG PF-RMIT 13125 SW HALL BLVD. P. O. BOX 23397 Applicants must hold Oregon Registration to conduct a plumbing TI GARD, OR 97223 business or must be property owner/operator not hiring outside help. (S 03`63 9-4175 Name d Development - 'l.7�%C'-t /D 9 Plumbing ermit n. -/{l' ( //(/r/��' ORS 6147.1810 t]UAN. PRICE AMT. Jot• Tax Ld Map.No. Address __. FIXTURES Lnt dbr:k —�'rYLvision — ------ - —- S.nk _L_--_ 1.50 ams «name of ness Lavatory 7.50 _ Tub or Tub/Shower Comb 7.50 Mailing Address -�� - ShoworLlnly — _ 7.50 -- Owner City/State Zip T-` WaterClosel - � 7.50 Dishwasher 7.50 `— Phone Garbage Disposal V _ 7.50 Name Washing Machine `-_ _ _ 7.50 --- �f Fk%or Dram 7.50 Marling Address Phone Water Heater Zp Occupant _- Laundry Room Tray - - - 7.50-- — P GtyfSmte Urinal 7.50 Name `P one Other Fixtures(Specity) --— - - -7.50 -- - —. v -- 7 50 -- MMWIQ rasti � Phone 7.50 Contractor City/Siete �— Dp — —_ ---- -- 750 MISCELLANEOUS ----- City Bus Tax PJc Sewer 1 st 100' 3000 tele�s�oar�o --tete rr rs is�e Sewer-ea.Additi1170 c--- -- 15.00 --- --_._ (Resrdwilial) Water Service tst X00_ I hereby acknowledge that I have read this application.that the k*3—tkxn Water Service es.Addit r - ----1500 - given is coned.that I am registered with the State BuAdor's Board.and also Storm&Rain[rain 1 st.100• 30.00 have a State Plumbing license that the numbers given am ex.rreck that an plurnbirV work"be donne in accordance with applicable Dims of Oro- Storm b P-in Orin Addit.Ino' — 15.00 gon Revised Statutes Chapters 447 and 693 and applicah to codes and that kk-bib Hoare Space 25.00, no help will be wr pbyed unless licensed under ORS 6 (h exemGrl hnrn — -- -- -- - State registrati«n.please give reaxsrn below). Back Flow l'r»venbon VK-WEON NERS-I hereby certify tho 1 an the owner d the property ae �` «MO F tnlb'.,xn Ueviea 7.50 — -- scnbed e'aove•at which location I prvrnoee to make a pkurkbV installation kx Any Ti ap«n'.asle Not my own use and!iris property is not being constructed for sale,base or rent. Canneck d to s Fixture 7.50 _Ca1Cn Basin-^ - — _ 7.50 k"p of Exist Pkrrrnbing -- 40.00 Per Hr —- Specialty Requested Inspections 40.00 Per Hr - -.--- - ------------------ -_ Rain Drain, 15.00 Single Fam. Dw1q. AUTHORIZED SIGNATURE -- -- (--- - Daft _-. - T. Describe work new P, addition❑ afterabon D repair( ] -- L.!q be done _ residential[I _ non-residential(I ---` — - -R - Fxtstkv u o of MINIMUM PERMIT FEE 25.00 bulmv or FNOWrtY SUB-TOTAL n , ftpofied Wa of 5% SURCHARGE 25% PLAN REVIEW - - 61 ZS Ibis penult beomme nun and vold M wm*or oonstnxceon«utlxvtzed Is not com TOTAL rrWVM wlttdn 160 dwff ow 0 ser abvc tim or Vont M ouspenrw or atmulo sed{or a 1wicd of 180 clays M anv&tw et'ier wrxk is oorvrAnced Date Issued -- ---------__—_-- by •a >� +w tw � tsr �w CITY of TIGARD MECHANICAL PERMIT Receipt 13125 SW HALL BLVD. Permit#1&2fK_ (_)`C��Z� P. O. BOX 23397 - Description T I GARD, OR 97223 Table]A Mechanical Code OTY PRICE AMT (503)639-4175 1) Permit Fee a-- -� � _ I v -0- 10.00 Name of Development �— , 2) Supplemental Permit 3.00 Job else / - 11 Furnace to 100,000 BTU - Address �C5) incl.ducts a vents 6.00 Tara M"No. 2) Furnace 100,000 BTU r Subdivision __ Lot Block incl.ducts&vents 7.50 .� Name(or name of busiress) 3) Floor Furnace incl.vent 6.00 Owner Maikng Address Phone 4) Suspended heater,wall heater or floor mounted heater 6.00 City/State Z;p 5) Vent not incl.in -- appliance permit_ :3.00 Name(or name of business) 6) Repair of heating,refr ig., i�— - cooling,absorption unit 6.00 Occupant Mailing Addres!; Phone 7) Boiler or comp to 3 HP absorp.unit to 100,000 BTU 6.00 City,Stag ZIP -- 8t Boiler or comp to 3 HP-15 HP absorp,unit to 500,000 BTU 11.00 Narne 9) Boiler or comp 15-30 HP absorp.unit'/-1 million 15.00 Mailing Address Phone 10j Boiler or comp to 30-50 HP absorp.unit 1 -1.75 million 22.50 Contrar'", City/State '"— — —_ — zip 1 I) Boiler or comp to 50 HP absorp.unit',750,000 BTU 31.50 State Registration Nq. Air handling unit to City Bus Tax No 12) - _ 10,000 CFM 4.50 I hereby acknowledge that I have read this application that the information given is 13) Air handling unit corract,that I am the owner or authorized agent of the ownar.that plans submitted are in __ 10,000 CFM + 7.50 cr,ipi.ance with State laws,that I am registered with the State Builders Board,that the Non portable - numbor given is correct (If ixempt from State registration please give reason below) 14 evaporate cooler 4.50 --- 15) Vent fan connected -^ to a duct single / 3.00 C ,. 16) Ventilation system not -- _ included in appliance permit 450 17) Hood served by --- __ _mechanical exhaust 4.50 -Signature(owner or agent)- Date -- --- Domestic Describe work -'��_ _--- -- 18) type ( 1 addition P' alteration I I repair r-] incinerator 7.50 to be done residential ❑ non-residential Cj" -- - __—"- 19) Commercial or industrial Existing use of type incinerator 30.00 building or properly Other i.e.,woodstove,water Proposed use of - 20) heater,solar,clothes dryers,etc. 4.50 building(-; property — ---- ---'`---- -- ----- 21) Gas piping one to four outlets " Type offuel- oil ( 1 natural gas PT"' LPG O electric I l - _- -- -- 2.00 )G1 2.2) More than 4-per cutlet NQTTI-gE -- -..... - -- --— - THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON SUB-TOTAL STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 5%SURCHARGE �r3� DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR - ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER PLAN REVIEW 2596 OF SUB-TOTAL 6,10 WORK IS COMMENCED. TOTAL j I 'L} Special Conditions - ----- --- Date issued - -- by f PLAN CHECK APPLICATION CITY'OFTIIFARD CrTYOFTWARD PLAN CHECK N COMMUNITY DEVELOPMENT DEPARTMENT PERMIT # 13125 S.W.H&H BW.P O.Box 23397,Tigard,Oregon 97223.(503)6394175 DATE ISSUED JOB ADDRESS: 1W C. -,AX MAP/LOT I SUB: LOT' LAND USE.: OWNER VA1.0A'TION: Z--5-:-42c4;k SPECIAL NOTES NAME: REISSUE OF: ADDRESS: —_ LAST REISSUE: FLOOD PLAIN/ SENSI11VE LAND: PHONE: APPROVALS REkylRFL. CONTRACTOR PIANNING: NAME: ENGINFLRING: ADDRESS: FIRE DEPT OTHI R: A; P1 `f ------ PHONE: �L-C. ITEMS RE2UIRED LIST/SUBCONTRACTORS: ARCH/ENGINEER BUS TAX: NAP'1i : CALCULATIONS: ADDRESS: TRUSS DETAILS: PARKING PLAN: LANDSCAPE PLAN: PHONL: OTHER: COMMENTS: PERMIT H ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees ca 10-431 00 Plumbing Perwi.L Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) .......... .. ........... Bu i I d i rig Plumbing ...... Moch Q3 10-433 00 Plans Check Fe; Building Plumbing Mech 30- 202 00 Sewer Connection ....... 30--444 00 Sewer Inspection . ..... 51-448 00 Street System Dev Charge (SDC) ....... 52--449 00 Parks Gystom Dov Charge (PDC) 31--45O 00 Storm Drainaq(, Syst Dev Chrq (SSOC) 10 -230 09 TRFD 10-230 06 Washington County Fire #1 (914) ....... 10-220 00 omart./Wodgowcod I0 I()I S N URE Rf%ceived Hy : Date Received cn/3581P/18P T R� PLAN CHECK APPLICATION I ! 11 PLAN CHECK / i PERMIT 0 =? 7 •7 DATE. -ISSUED _ �, TAX MAP/LOT JOB ADDRESS s / �t. �. f +- 0 LAND USE SUB: L,ggT; n RIGHT: �? VALUATION* •� :? v SETBACKS: FROM BEAK: �._._ W(�RtC CLASS: HEIGHT: f —� TOTAL AREAS USE TYPE: FLOOR h.'��: =_I Z5 1ST: CONSTR. TYPE: HEAT T'1PE: 2ND:Al,'3Z _ T4 OCtUP GROUP: DWELL/UNITS: 3RD: OCCUP LOAD: «Z NO BEDROOMS: BASEMENT., NO STORIES: NO BATHS: GARAGE: IMP SURFACE: APFROVALS REQ'D SPECIAL NOTES ITEMS REQUIRED B PLANNING: REISSUE OF: LIS CONTRACTORS:_ ENGINEERING: t LAST REISSUE: BUS TAX: FIRE DEPT.: y_ FLOOD PLAJX/ CALCULATIONS: OTR : SEN IND.: TRUSS DETAILS: PARKING PLAN: LANDSCAPE PLAN: PLAN CHECK BY: OTHER: _ COMMENTS - _,--,IIS• DESCRIPTION LilIT OWNER 10-432 Building Permit Fees 2�' ^,, 1 � , �: 10-431-600 Plumhiug Permit Fees 10-431-601. Mechanical Permit Fees h hDDRESS: 10-230-501. State Buil-ding 'io' (Sx) 10-433 Plans Check Fee !47'• F� sL�J = 1�� J , 30-443 Sewer Connection (20x) PHONE: 3 30-202 Sewer Connection (8071) CONTRACTOR 30-454 Sewer Inspection ��- NAME: ,-j, 51-440 a Greet System Dev. Charge (SDC) # �_ ADDRESS: 52-449-610 Parka I System Dev, Charge (PDC) 52-449-670 Parks II System Dev. Charge (PDC) ---- - i 31-450 Store Drainage Syst Dev Chc9(SSDC) S RIO 10-230-505 TRFD (95X) 10-435 TRFD (5x) ! - ARCH/ENGINEER 10-230-506 Washington County Fire 11 (95x) S NAME: A(: 10-435 Washington County Fire #1 (5X) ADDRESS: 10-220 Amart/Wedgewood _ - - - - — TOTAL PitONEs ^ = '- PREPAID ! '2 REC --b 9-7 BALANCE DUE APATACARP SIGNATUI'r Received Bv• — _ Date Received: _ ;t Receipt CITY OF TIGARD MECHANICAL PERMIT Permit# Descrlption --"— City of Tigard Table 3A Mechanical Code _ PRICE AMT 13125 S.W. Hall Blvd. 1) Permit Fee P.O. Box 23397 ----___ _____ _ o -0 10.00 Tigard, OR 97223 2) Supplemental Permit 639-4175 ___--_ __ 3.00 1) Furnace to 100,000 BTU _ _ incl.ducts&vents 6.00 2) Furnace 100,000 BTU _incl,_.ducts&vents 7.50 Name of Development Floor Furnace _3) incl.vent 6.00 Job Addr1 -3 q Suspended heater,wall heater - Address J�'L� p� u/� ) or floor mounted heater--, - 6.00 rax lot -No. Vent not incl.in - Lot Block 6�bdlrialOtt 5) appliance_permit 3.00 Name(or Hama olpusineaa) 6 Repair of heating,refr ig., '�°�r7i �' oc ;f.(�'1. 1 " _coo'ing,absorptionunit 6.00 Mai°r,gAddraes 7)Ph" Boiler or comp to 3 HP Owner - - absorp.unit to 100,000 BTU 6.00 city state zip - u) Boiler or comp to 3 HP-15 HP absorp.unit to 500,000 BTU 11.00 Name / 9) Boiler or comp 15-30 HP absorp,unit'/;.-1 million - -- _- 15.00 Maliiny ° Boiler or comp to 30-50 HP ` C) Contractor CityiSte,� 10) absorp.unit 1-1.75 million 22.50 C ra "- ---- ---- ___ Zip��7�3 11) Boiler or comp to 50 HP 7�'(/ absorp.unit 1,750,000 BTU 31.50 State RegisMationNo.---'- -- --- -- - --- city eue.Tax No. 1,) Air handling unit to _-_10,000 CFM 4.50 I hereby acknowledge that I have read this application that the information given is 13) Air handling unit — — mrrost,that I am the owner or authorized agent of the owner,thet plans submit-,d are in _____I 0,'�QO CFM + 7,SQ ,npharrm with State laws,that I am registered with the State Builders'Board,that the number given Is correct,(If exempt from State registration please glue reason below). 14) Non portable c_ - nvaporatecooler 4.50 - - ------ Vent fan connected 151 to a single duct 3.00 - - - - Ventilation system nut 16) included in appliance permit 4.50 - - 17) Hood served by - - Signature towner or agent) ----- - _- - _ _-mechanical exhaust 450 _D81e Domestic type Describe work ❑ addition L7 altc,ation /1 repair ❑ 18) 7.50 to be done_ _residential ❑ - non-residential - -_incinerator -_ - 19) Commercial or industrial Existing use of type incinerator 30.Co L,+ilding or properlyPrc,p -----_-__-._- - `----- 20) Other i.e.,woodstov3,water building sed use of - heater,solar,clothes dryers,etc. 4.50 building or property___----_--.-- ------- ----________ ---- -- Type cf fuel - oil [l natural as - 21) Gas piping one to four outlets 2.00 g ❑ t PG I-I Electric f 7 _ -- --- -_ _ 22) More than 4-per outlet THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- __ SUB-TOTAL. STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 -- DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR - - 5'&/0 SURCHARGE ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTERPLAN REVIEW 25%OF SUB-TOTAL WORK IS COMMENCED. - - - -_ TOTAL Special Conditions -- Date issued— --by- CITYOF TIGARD No. AMA 13125 S.W. HALL BLVD. P O. BOX 23397 TIGARD, OR 97223 Date f Name I 17 _._ Aduress i_ot Block/Map Ss_ onlAddress i�973 f Permit M's Bid Plumb Cash �Check `-;ewer ---- -- __- Other l�thei _ Rec. By FHdn Only �Accl. No. - Descsiptlon -- - , G^32 Buildm Permit Fees Amount. -10.431.6G0 Plumbin Permit Fees /`?3•a o 10-431-601 Mechanical Permil Fees ---- 10.230`501 State Bldg Tax --`- — 10.433 Plans Check Fes — f 9 6 s 3_0.443 — -- ---- - -- I / z S. 4 S ' st?er Connection _ - - /793. 9.30 444_ Sewer Inspection _ - - 51.448 SUeet Svst. Dev. Char a _52•449.610 Parks l Sy-st. Dev. Charge 52 449 670 parks II Sysl. Dev. Charge ---- 31.450 Storm Drainage Sy-.t. DAV. Charge '- 10 430 9u.;iness Tax _ 10-434 Alan�1 Perm" 10-227 _ Bal I_ --- 10^ 455• Fin.,s �ratfic/Misd/Parking --- , ------ 10.230• CPTH Trai/iclMisd/Vic, Asst, 10.456 Indigent Defense 30-122 d01 sewer Service/USA -- I 30-122-402 Sewer Service.'Ctty 30% 30.123 -------- _- sewer Sevice/City Main ---- -- ---- I i 30.125 Unmatched - 31-124 Storrn Drainage -'— I 40-a75 roft _ 9ani -- 40.471 mt. anrrolt Int. Pym,. 0 73 , t? TOTAL QG'S,30 �----- DEPT. -- 73 3 y 7 9 3 0 PC _ -3, 222, 4 .'5 t f /o/ 24 LY 1 12' 3:3 5 0 fit. 1-7776 ael 0 q 10 I I.3 12 13 14 15 17 is 11 le 20 20 21 22 o a 23 24 24 Z6 1 25 2e ___ _ -� - 20 27 21 29 30 30 31 31 32 3:1 34 34 35 15 38 -.6 19 Ml . 39 40 TITRt--. 10 -il- I 0 WILSON JONIES COMPANI 07506 ORFtN