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Plans L MULVANNYG2 ADDENDUM Page 1 of 2 D E S I G N A T WORK PROJECT Costco Wholesale - Tigard, OR PROJECT NUMBER 95- 1840 -15 ADDENDUM NUMBER 01 DATE 09 26 2008 Attention: All Prime Contract Bidders Of Record This addendum becomes a part of the Contract Documents and shall govern in case of any conflict with the Contract Documents All changes and /or clarifications in or to the drawings and specifications shall apply to the bid proposals submitted for the various sections of the work hereby affected. Please acknowledge receipt of this addendum by listing its number and date on the Bid Proposal form Failure to do so may subject bidders to disqualification. Copies of this addendum have been sent to all plan holders of record It is the responsibility of the Prime Contract Bidders to verify with the Architect, the numbers and dates of all addenda, prior to the submittal of their bid proposals • rchitectural • TS1.01 o Area of Work has changed to reflect updated scope. • D1.01 _ o Existing area to be modified has changed to reflect updated scope � (��� -� � G2.0 (� • 1 City of Tigard o Phases 1 — 3 to show future island case. Y g o Notes added to both exiting freezer pit demolitions. /qp. roved Plans Al o Area of Work has changed to reflect updated scope. B ��.i��A. Date `,,e 41 ' • A501 2 o Future island case added :o o New plumbing and drains to be installed. o Removed two cases along freshline. Structural • S1 o Shrinkage joint detail has been upgraded to the Costco preferred detail o Trenching detail for cutting and patching the slab has been added o The existing pits are shown and the extent of the slab replacement corrected. o The alternate bid for slab replacement is noted Mechanical OFFICE COPY • Refer to the attached Mechanical Addendum #1 for changes. Electrical • Refer to the attached Electrical Addendum #1 for changes. • 1� I 8 8 ' O �z 11 T ® ® PER ARCH 55' -0 5B• -B- 48• -e' 1 -0. a S EE CASKET PER ARCH I PIT DIMENSION ( S I [] . J . 1 . c / CL� KEY INN {LL PFA SECT BEIIAe ) E 9 e/c EA SHOR CONTACTOR T p p •l l __ S'SE RASIQf REOURED iST STIDCT AS N 1 78 ;' N ALL G m .70 f � 4, 1 . EXIST COL ` A NEW 10 MATCH - V G A < r / ������ \ y f �iN�f 91 DRELL a (EMU 101 I \i w 'iald VO (�J _ _-,a 3 3 k 76 Itt'llCirC Arc -150 (EUffO l07 I' TTtt COL BM 2 ^ L�r'!� "?5 ' � BASE C. /s -IY _ I J "' 5 C 1 € .�u J� :* O 7 3 9 (0 SALES FREEZER DOOR ONLY) NL -TREAD (UND) SLAB REBAR MIT L AEA (EMBED Is MR) TO BLOCNOUT TIP. @ @ @ ONEVC OUT POOR DIMBAd ID PER SECT A I C Q CONCRETE k POUR NEW • - 1 I A Of U 1 SUB EDGE PIT OM �- _ _ — _ _i a - - NEW COAST a } A _ (REPLACE 2 . w El NSON PER ARCH - F r • Wor— I {I ( -.- — — I NCH. O fDR810 COVFA JOIN 1A1 A1A1 A1��'�4► , e �4►��7•TIM i 1 . .�l_ q pq► - J ET PER r FREEMEN( DOOR SEE ARCH. a ♦ � �������� ♦ 1 � �������� O '� I 1 ( I O rl:.J•II � EP �DO/ELS a 18.1/1 CASKET PER ARCH +maaa.c.. AANTc -025-1. °-- - -t -- - -• - — -• -'— - - - - - - �y DI- - -- -- - 8 8 DXY °TOR To DUST ./ 2 14 NEN k MAR HPLS PG N ADHESIVE H Y-150 I (-r -D'1 (u NO 1 WAX 1.4-SHRINK I } I RFOWE i - - - - I - --- -- I --- - 1 '=r� -�- a - II 1 Z ROWS BOp COMMON NNIR a AX GROU! / ♦�FOOTNO �` I M ENU N SPECIAL �, a 1a /c k 4v. w awNS> _ _ — - - . �( ---,- _ <- , . 0 4 � ' - - _- I A A �,- • I 1 1I���I FREEZER SUB 4 I r I IIryry1� 1� P r' M a PILSiZE' LOCATIOf I 0 •_O 4y ��. RDXi PER PUN r • - 3 - - IV -- b = � ` g IIA ' X�� ► .. • I Xo ID a I i L ■ 4- - �Ri - - o' - ;( bi n'„ 6 - .4 n.. - 1 1 -- _ i y p 'R1 =ij =1 SPREAD F B bAK°1 n Y w CLP. COL k ` J __ I ��� ©N d ¢ e'= _ _....__ 1 CONTF. ,� xxtbM /s CON i k 9 •I I I iAc3L`� adM B'- B - .B'- B et ' -B ' ./ B- IS EACH WAY TO MATCH EXIST. 4 Q l JM 14 SECTION A -1 SECTION B -1 s I ► _� o Y it ROOST SUB 1Ew SUB O ,_ - _- - -_ _ t• . _1 _ —_ (-�� _ 4 - i D � ) I L - J � L � i a REPLACE SUB _ : :; : ;;: - O 0 a N ∎ NI EPOST DOWEL PER ,. (( m PETiND1E rill. — f OF UST LL ` -_J O - - -- - -- -"- j °, I- 0Z -- Ph H . - - -- - -- • I IL 4.21 ` ... CONSTRUCTION JOINT 1) If6 . N c -s. - 1 - / 5 V I CI • p A ' M EEES . •_■ 2 I NM ./ i• . ,• -C M HOES FILLE0 ./HILTI % �' � . B' C M.0 ROSH ,TT B AA P I C . -ESShE Tp MATCH IXIST '--' PER ICE -ES REPORT W -5103 __ ■1.■ W&L 9 ) g 2) PROVIDE SPECIAL ` —■— Z O 2• -0 -« UM SPACING k usE PNA P03 BASKET ASSBSLY OR C ? a ▪ SPECTERS PER LOGO. PET FON MAN--.. PARTIAL FOUNDATION PLAN • j ER -5183 I 1 SDE PUCE 1 PERCALE➢ EOUL.. /DOMD 1 O fg t/4 • +- SOFT -CUT JOUR 24 PLATE BASKET BASKET _ _� I _ ,. ■ YERRGL SUB PER PAN SNO BE LIA FKNBE H0.➢ �• 1 -0 Z Ag P HOUL AL k C of SLAB Rl AB Cm. 9gg1 a - - -`�� '.f GENERAL NOTE y 8s� D I _ 1 , 7 � % s i ` W�Rt . TIE FOLLOWING NOTES APPLY ULESS NOTED OTWRIISE - 1 l' =I� MASONRY (HELL OF - RS . ASTMS NOTED PRE To BE LATEST EDITION u 1 _ _ — _ _ — _ 4 PER ENS(. PLAN WALL 0PNO L� ' � 1 : HOD 7 ..= 1 E Z7 P?t ,,, Q MAX i , ? °,- C.,,t. I OESW IPT a Id E" MM RC]i�F 2 OESId PO STiAMARDS m W a' ti - Gwt 20 glawle. Tlg1. Oregon Oregon BLON N- CLEAN WITH OIL FREE CORESSED FILL HOLES E S W M A 1EA4SD e� ApplIcoble Cade (Malan/Nem) - 05 IBC ANOLNT OF HIM M -150 INSERT MBAR NO MORE LINTEL GROUT N'S REAMED ITS GGG TYPICAL INFILL DETAIL 1 SEE ARCH OTIS FOR SPECIAL JOINT FN. ITE ALL WDIN SMALL EE BY PERSONNEL EXPERIENCED IN TIE USE O THIS @ 2 SOL OF OTHER SUMO. PER SOLS REPORT Q 3 DESIGN LOADS RROOICT, AM IN KCORDMCE WITH ICOO SEAM NO M -5193 W 81: 3. USE OF OTHER JONT SYSTEMS NOT ALLOWED 1 a w(M L010 Baste mma. C gee (3 sec gust) 100 (qA) INSPECTIONS NE TO BE PER IBC CHAPTER 17 NO AE TO BE BY M INDEPENDENT INSECT IONS SECTION C -1 SHRINKAGE JOINT (S.J.) q°`° ° `° . ' ° TESTING LAB. Internal p.m. c «Pf lclent MO - + 0 I6 q?dETE TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SUP, b Selwle SS .094. 51.032. SOS . 705, S11 - 375 SOC . A STRENGTH, AIR CONTENT, PLACEMENT OF COIIECTIONS AND ARMOR (LOCATE OHM PER ARCH) r - 1' -0' �• 1' -0' V . 1 �' BO.lS. FQ1R�AT� REVf N NF R dICIW VERIFY THAT 1 REINFORCING IS ACED IN ACCONONGE WITH wimp. t5 S OESIGC WITH NN P10WAFLE SOIL BEARING CAPACITY OF 2000 PSF APPROVED PLANS DECK FOR PE°IIIRED COYER. SINE. GRADE. NO SPKINO IN CK ACCORDANCE R WITH SOILS RE 921-8984-00, DOD. 4. TIE DATED TEp JUNE IL, 1993 B ENGINEER Y RCA AGO, INC Cr CR F MRA MEG. . OE SETS PER SOILS ENGINEER'S S IG SO TI l A FO OT I A SAWS S CKI L BEM d PROPERLY PR D P CR S OF I M FOR TO NRS KEEP FOR REVIEW ASTER PICPARER O ALLI HE STiW ST UL SOILS d CM CO O T CC STRUCTURAL T BE LL PREPARED FI PREPARED OIL CdYRAt1 INS REVIEWER STREAM FOR LOIOL INGE NO PRIM TO FAITION FM PC ./ ARCH E SOILS II RUP IFI DCIRT ALL KiU FILL MO BA M ILL TO BE COPKTFD PER SOILS STRUCTURAL STEEL. NO REI KECEM STEEL .+40 CRAAMMS AE M ERECTION AID. ENGINEER O1 RECIN. ALL O6 TIE REMISED DENSITY SHALL BE OETERN LED BY TIE ND STRUCTURAL DRAWINGS SHALL TAE F ECEO]IT OVER TIE SHOP DRAWINGS . 3 -0 NM SOILS LS SOIRER. L CATFA GS FOOTIN TO BE MD 18' MINIM. E FINAL MACE IN OMER TO AVOID EFFECTS SOILS. TS OF OMISSIVE SOILS. BOTTOM OF INTERIM SPECIAL C IT OND C SA P SIN MOD. C d REMOVE MA FOOTINGS MST BE 18' MINI EEL. DARN ELEVATIGN 0 0' SEE ARCHITECTURAL AND SNVLL VERIFY N1 O IMONSIOS IN TIE FIELD ANO SNW1 PROVIDE NJE0.MTE 1• SOILS REIEIPT FM RD SLAB d GRAM IETLAYMpNT UTILITIES TO 8E 0.® A AOOVE AN S AM BRACING ALL STRLCTU AL YEIHRS CuRIM OGSTRICTIGN CONTRACT. (n EX ST CONE SLAB KO / O 1B /e I MP O t IMAGINARY LINE RADIATING DON AD OJT W R T FRE BOIT. TOE EF FOOTINGS AT A SMALL NOTIFY ENGINEER R OF ALL FIELD CHANGES M AES PRI TO INSTALLATION. _I d GRACE GLOM 5 HORIZONTAL TO 1.0 VERTICAL OR TIE FOOTING IS TO DE LONER. IN S( (L Z ' Y1K. PE O' ORDER TO WET THIS CRITERIA FCR QUESTIONS REGARDING THIS. CALL TIE SOILS 1..04 AS TIE REMODELING ANO/CR NY REBILITATIGN O AR BUILDING ILDING W =M pp WALLS- ENGINEER ACTIVE PRESSURE PM URESIRAOED AID 80 PM RESTRAINED PASSIVE REWIRES THAT CERTAIN ASSRPTICS EE MADE REGARDING M ISTING )1 COMITI EWE DIS, AO 0 N C E W 0 SLAB NES T- 300 PCP FOR LORI BECNISE IL CR .ESE A5511MPTIO6 WY NOT CE vNI IFIAB.E WIRWT EIPENOINO THE F- t 1 0, _ 0. 1 1:1., h CART -0 PSI CONCRET! AMITIONAL S RE O' YOIEY, 0 OSTIDYINC ONIS KEOW M ERVICEABLE ��(MUM. O' TIE WILDING, THE OVER AGREES TNEI THAI, IXD:PT F. TE NEGL ON �0 $ — - ,_ e� T ' T " $10 TRIAL AL 11 1 101 CONCRETE MAY BE PP(RACRTI ON PART CF TIE DESIGN PROFESSIONAL. TIE OVER WILL HOLD IWOLESS NO INOEWIFY TIE W L 1 DE BASIS of FIEND E164RIENC: NO TRIAL MIXTRES AS DESCRIBED IN CWE SUBMIT DESIGN NIOESSIOLAL FM/ NO AGAINST ANY AND ALL CLAIMS, DAMAGES. AWARDS. NO W � - I N.A = I MIX DESIGN NO DATA AS REWIRED FOR EACH MEINGO MIXING AND RACING O' ALL C65i5 OF OEFF)SE ARISING OUT O TIE PGFE5510NAL SERVICES PROVIOEO ROES THIS 5 . _ COO NO SELECTION 6 MATERIALS Stull BL IN ACCODNFE WITH TIE E M NO KI AC EE ENT E1_' �� IAI)E 318 PROPORTION ACREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 1...1<,C = Tm. MM UMW SCUP 01101 CAR BE PLACER COCAS SEGREGATE. M EXCESS FREE S WAM N WATER. SEE SPECIFICATIOS FM ADMIXTl/ES RIM. 5X 4 1 -1/2I TOTAL AIR I , MA S IPSO. (RAY M CM) 0 CMPACTm SIIGNIDE cow./ ma comm. Cm.. TO FRFEIINO NO THAN. ETE IS EMIT SOIL RATER- B OR BOi M S METAL GOOF ...LEER W BON NEM PER SOILS ENGINEER 14 16 /c 0 T OAP 2a' YIN.) CEJEOT RATIO TO 45 a USE TYPE V CEMENT MERE CONCRETE IS WATER AT SITE BLDG ED TO SOIL RECOMMENGTDN STAGGEIR ES OF TRENCH EPDXY CONTAINING WATER SOLL SLLFATE IN ECZSS OF 2X AD NO WATER BUILDING .T S CAST N NOT TO SCALE 0 0 CC ./ NILO 14,150 ADHESHE EARED WATER SEDUCING OR SIPERRASTICIZIHG MYIXTIRES MAY BE USED TO INCREASE CIA CAST IN PLACE 0 F OUTSIDE FAD 23 MN 5/ SPEC. INSPECTOR WORABILITY O CS .< T 5• I W' INCREASING T 0 ER-C E'NT RATIO OF DESIGN YIP 5UMITTAL SEE CIA CLEAR INOIGIFDOTERWISE I ARWILECIURAL CRAVINGS CONCRETE EDGES eer« CNTP CENTER P , O W N TO OUT K ��- CON. CONCRETE 0)1 POOL CON(. CONT INAXRS REEK. REIKMCINO 0- a01- R� 8T@E�a CONriR CONTRACT. R 0 ROUSE OPENING D- 1 lei f)L.TE I11K°RCING STEM COMA. S WITH ASTN A 015. MACE BO DNA. OINETQR SI 9GMWALL � (ry.W,000 PSI) LAP 0 REINFOCING BARS A BAR OIMETERS, 10) CO F EA ENO., SIM SOAR.. IC MINIMA, ULESS NOTED OTIEMISE IMMIX COVER BARS (2'-0' MIN BLNO) FM ILL EL OR ElEV ELEVATION SYw. S1O/ETRICAL N n Ld k NON- STRUCTURAL SLAB N Er °Eo _ GTA 1 REEKoRmo IN Cd ACCORDANCE 1S5' NAM, Cf vow E H W. DR E N NOR EST 1 G f TOP O FOOT A M P NC W REPLACEMENT FOR FABRIC (Mi) r0 000001 WI H AS Y A 186 EIKORCINO CONS TO DM Y WI H E E EACH WAY T S TIRO STEEL 2 STAMPS') KI HOOD EXCEPT STIRRUPS NO TIES SYLL HAVE 135 REGEE KI SEISMIC F O C RAC: O' CdCETE LTP TYPICAL Ai ALL I_ OTERNISE PLUMBING INSTALLATION X06 F "�°`°"°°° 51Y1LARPTED C OVER T° TEIKCRmENT O 5 FACE O' STTID U M 0 1RLE55 NOTED NOF AESSED CST-IN-PLACE =CRETE (INCES F 0 Y FACE 6 PALL 15511001. ll el" 1 , ,_ CAST AGAINST NO PERMANENTLY EIPOSED TO EARTH .3 FIG FOOTING OR VERT VERTICAL FOOED SURFACES H. CR HCRIZ HORIZONTAL O.I. F. VERTICAL 0610 Np MEATIER OR IN WRrKT WILH M0.M� IJJGER 2 F. HST« FACE V 0 F VERT ICLL OUTS. C IS AID SMALLER 1 -1/2 ANC K B NO FAI SAABS. IWLLS, AT1OR .. . . .. .. 4 ND LARDER . , 1 -1/2 KB NG °) W/ WITH 'M 8 I( L L H. LOC LEG VERII L RI 01 CAL I SEFPPRWA COLLARS 111 AM SMLLER . 3/4 L L V LONG LEG VERTICAL IFORCEIENT TIES. STIRRUPS, SPIRALS. . 1 -1 /G JOB NO 03085011 ENG EER. R O.NCHEE 1 S ORAWN 0.r a GTE d -29 -2008 SHEET NO Si A OF 1 J