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13500 SW PACIFIC HIGHWAY-28 (2) oFFICE COil V OCB ffestaur/ant Co. • 1480 BUFFET WAl ... .. FAGAN, MINNESOTA -51 21 • •• :` (861) 984 660)1 I I i d, F W � V a J a IU� 4 9 W TIGARD MARKETPLACE 13500 5W PACIFIC HWY . TIGARD OREGON � � a LOCATION M A,P _ CODE INFORMATION CONSULTANTS _ SHEET INDEX Fiiiiiiiiiiiiiiiiii u„ 10 ____ AO.O SHEET INDEX - CODES DRAWINGS ISSUEDI. 06-10-03 cm� c -----------19�17_UrFORM elA.f�M�1C__�°°�-_•..-- -- -- OWNER AO.1 GENERAL NOTES DRAWINGS ISSUEDE 06-17-03 � Ln Q o rn eTo w n -_` - - OCCUPANCY TYPE --_v AT.I y___. _ ___ -- A0.2 DEMOLITION FLOOR PLAN -� TYPE JF CONSTRUCTION`__�_�___ ___-_ _ ____ V HHOIJR __ E3 U F"F ET S, INC . B U F F E T sTr, s - I A0.3 DEMOLITION CEILING PLAN 1 4 6 O B U F- F- F T �/V A Y" A,0.4 EXISTING FLOOR PLAN -BASIC ALLOWABLE AREA _ - - - 10"0 SC FT� E A G A N , MINNESOTA -95121 tlo PI-TONE NO. '(651 ) 651 ) 994-8608 A2.0 DIMENSION PLAN ------�----------------.�_-----_._.---.__.__._.__�_ A2.1 NOTES AND DETAILS PLAN � M 5W PARK S-t. __ __�__T_� �__ FAX N O. (6 5 1 I 365-2396 A2.2 DIMENSION PLAN AND NOTES AND DETAILS PLAN W 10TAL ALLOWABLE AREA _ _ _ 10,500 90. FT. NO ALCOHOL TO BE'SE12VE-D -� !- A3.0 REFLECTED CEILING PLAN O ARCHITECT A4.0 ROOF PLAN > FRE 9X-W'rANCE-_RE NTS sec. 506 506__9P-QII SUBSTITUTION FOR I_-HOUR CONSTRUCTION -- A5.0 WALL TYPES, DOOM FINISH SCHEDULE AND NOTES �- MI EXTERIOR BEAR04 WALL CHAEL J . W I LK U S A. f .A. A8.0 INTERIOR ELEVATIONS J I O �_---_._._ - ---- `�- '- -�---�3 1 148 7 VALLEY VIEW R OA D A6.1 INTERIOR ELEVATIONS O --._._ EDEN PRAIRIE, EXTERIOR NONBEARIJG WALL, 0 M I N N F S O TA 55344 A7.0 EXTERIOR ELEVATIONS �0, --� g1QucTuwu FRAME , �-- O '-`�- PHONE N O. (9 5 2) 941 - 8660 A7.1 EXTSRIOR ELEVATIONS NONDEARNG PARTITIONS o FAX N O. (9 5 2) 941 - 2755 A8.0 INTERIOR DETAILS '° Qv SHAFT ENCLOSURES I Eft. A8.1 INTERIOR DETAILS RooFRESTAURANT EQUIPMENT A8.0 WALL SECTION AND EXTERIOR DETAILS "3 OCCUPANCY SEPARATION_-`�_ _ o -- - - A11.0 SPECIFICATIONS PARAPET RAS I o STRA,TEOIC/PALM BROTHERS DIVISION-44L06- A11.1 SPECIFICATIONS _ _`�_ -_ - _ '1031 MADEIRA A V E I J U E A19.2 SPECIFICATIONS TOTAL AREA -� _ _ _ _ _ cteoO so. F1_ SA I N N E A P 0 L.I S , M Pte! -5 ,5405 A11.3 SPECIFICATIONS TOTAL SEATIJG _ _ `-_ - __ __- 344 PHONE NO. (6 1 2) 38 1 - .3 1 00 82.0 STRUCTURAL ROOF FRAMING PLAN L. _-____ ___.__„_._--_•�.____..__--__y__- _-. FAX NO. (61 2) 381 -- 31 31 84.0 STRUCTURAL ROOF FRAMING DETAILS I r M-1.1 MECHANICAL DEMOLITION PLAN MECHANICAL/ELECTRICAL ENGINEER P-1.1 PLUMBING DEMOLITION PLAN 5W MCDONALC7 T -.------- - _`___ _ ---- 0-1.0 NEW EQUIPMENT FLUOR PLAN .0-1.1 NEW EQUIPMENT SCHEDULE KARGES 3c: ASSCDCIATf= S 1983 S LO A N PLACE , SUITE ?, A-1.1 MECHANICAL. RENOVATION PLAN ST . PA U L , M N 551 1 iP-1.1 SANITARY AND PLUMBING RENOVATION PLAT'. _ PHONE NO. (651 ) 771 - OE-80 MP-1.0 MECHANICAL AND PLUMBING DETAILS AND SCHEDULES - - -......---- ---- - - - ------- -- FAX N O. (6 5 •1 ) 777 - 08 78 MP-1.1 MECHANICAL SPECIFICATIONS AND DETAILS E1.1 ELECTRICAL POWER/EQUIPMENT PLAN _--- _._._..__.__ E2.1 ELECTRICAL LIGHTING PLAN far r} STRUCTURAL ENGINEER E3.1 ELECTRICAL PANEL SCHEDULE AND RISER A�f3RE Y IAT!`�NS - - --- - ----- __-•---_,_-- ------_--_ E4.1 ELECTRICAL SPECIFICATIONS � MlCH,4ELJUHN _... -_-- _ . ___ _. _-_--_-- --_ __�__-�_ W D Y , I N C CIJY OF TIGARD _._- -_-. _.._....__- _ _- ___-_. ---._.__. -.. . -------_.-- ------ 6443 SW BEAVERTON -HIL.LSD.ALE HIGHWAY, SUITE �!0 Approved..lYAppr vee ........ �V WPLi(8 . C"a � A7 L X151 LX15TPJG PREEN. F'REFINSHED _ Conditionally Approved... � """ 3t�)c3 L ANGLE F.E. FIRE EX TNGUISHER P.T. PAPER TOWEL OR PRFS5URF TREATED - ----_- __ ._. ____ _-_ ._-. _- _.--._ -- _-__: __._-__.._ __ PORTLAND , OREGON 7 2 2 For only the work as deecdbed in: • G PHONE NO. 503) 2.03 811 1 cca'c�o3�-ro A.B. ANCHOR BOLT T.E. CAB. FIRE EXTINCLASHER CAUIN,- Q.T. QUARRY TLE _. __ ) PERMIT NO. UP - - I! ACC. ACCESSIBLE FN. F-NISH(ED) R.W.L. RAN WATER LEADER FAX N O. (5 0 3 203 --- 8 1 2 2 See Letter to:Follow. .. .......................:.... ): A.C.I. ACOUSTICAL CEILING TLE PLR. FLOOR REMJF. REINFORCING Attach ""' A.F.F. ABOVE FINISHED FLOOR FIND. FOUNDATION P-FO'0 REQUIRED Job Address:L3S�_SAI�Fr� ALUM. ALUMINUM F.O.S. FACE OF STUD Ro- ROUGH OPENING ELECTRICAL ENGINEER '^"' °'"�"�` D�•:w�/o of APPROX. APPROXIMATE(LY) FRP FIEERCLA35 REINFORCED PLASTIC SECT. SECTION _-.--_-- -- ._ -..__---.._..._..__. ----- ____-- • �- PROJECT NO:•BUF i.•i6-l! ARCH. ARCHITECT(URAL) FT. FOOT, FEET SH'r. "F7 BD. BOARD F.T. FRE TREATED SM. 9MILARE N G S T R O M ASSOCIATES , INC . DRAWN i, w.w BLDG. BUILDING FTG. F-OOTNG S.N. SANITARY NAPKIN - '" `-'"" 7600 W- 2 7TH STREET, S U I T F D ' CITY OF TIGARD _,. - K r: tANr ELK. BL= CA. GAUGE SPEC. SPECIFICATION - -- -- - --- S T. L O U I S PARK , MN 55426 Approved /'IEGNANrCAL .............. ............ MEC [b a J. s�i BLK'G. WOW BLOCKING GAl-V. GALVANIZED S0. F t SQUARE F001 APPLICABLE CODES PHONE N O. (9 5 2) 9 2 6 - 2 4 2 9 Conditionally AF)pr0ved....... .................( BM. BENCH MARK, BEAM G.C. CENERAL CONTRACTOR S.S. STAINLESS STEEL BULpBdG: 447 uNIE ORM BLM 1>ItJG CODE W/ OREGON 51ATF AMPNUMENTg FAX N C). 9 5.!_ For only the work as described C3�� ;�uE DATE: BOT. BOTTOM CR GRADE SID. STANDARD ( ) 9 2 6 - 7 8 9 2 PERMIT No.(76�2QC� PLUMBING Igg7 UNFORPl PLUM13INC CJa W/ OREGON STATE AMMENOMNT9 •� .0 REVIEW oe-ln-o! BRNG. 13FARW GYP. BD. GYPSUM BOARD STL. STEEL. C yes Letter to:Fulluw. _ "� �. BID AND PERMIT 0e-17-03 MECHANICAL: 19Q7 UNIF-ORM Mf;CNANI„AL CODE W/ OREGON STATE- Ahtt1ENDMENT$ Attach 81, BRINE TANK HG T. HEIGHT STRUCT. STRUCTURAL ELFCTRICAL NAIKN41 ELECTRK. CODE JobAd4ress: F/C N )' 13TWN. BETWEEN HORIZ. HORIZONTAL SUSP. SUSPENDED gy�l�lAN_¢�� '�'� CAB. CABINET H.T.S. HOMETOWN BUFFE1 S.W.C. SOUTHWEST CORNER CARP. CARPET H.V.A.C. HEATING, VENTILATION AND AIR CCWITIONNG T.O.M. TOP OF MASONRY C.B. CATCH BASIN ID. INSM DIAMETER T.0.9. TOP OF STRUCTURE C.C.A. COPPER CHROMATED ARSENATE INSUL. INSULATION T.P. TOILET PAPER C.J. CONTROL JOINT IJV. INVERT T.S. TUBE STEEL GITYQFTIQARD �EFERRE d C{ CENTER LINE JT. JOINT 1 YP TYPICAL APProved...�ill.!!"� .l�l...�... �^� Flra SprintMf CLC CEILING MAT'L. MATERIAL. V.C.T. VINYL. COI.IPOSIIION TILE GENERAL NOTESved ". '.'.•• ) CMI% CONCRETE MASONRY tJN1 MAX. MPXMLIM VERT. VERTICAL 'I ANY DISCREPANCE5 OCCUR BETWEEN-TWE5PLCIK,.fVUN'. ANQ TIF LIVA'WNG'g NMIY `or only they App as meccaFIrs is For only the wgfik ae described in ��h�l� NE ARCHITECT FOR RESOLUTION. PERMITNO.-1n."o -3 l llumbinB COL COLUI'N MDF MEDIUM DENSITY FIBERBOAuD V.I.P. VERIFY IN FILO See Letter to:Follow. ....... .. .....................( Mioctrlcal _.• MECH. MECHANICAL V.W.C. VINYL WALLCOVE•RNG At-L CONIRACTOR9 TO PROVIDE A9-BUILT REDt NED PRAWING9 TO BUFFETS, W. AT T4 Atboh............ --A-........( 1 ..... CON:. CONCRETE MFG MANUFACTURING W. WIDTH nrwLFTI(JN OF NNIS PROJECT. JobAddnss:llSOe,r v P_ ZY_ ii N COFIBO. COMBINATION Otheir CONT CON1NUOl/9 MFR. MANUFAC1UREr2 W/ WITH By: Date: '71 W Shop En IrKp C.R.E LIJRTIS RE9TAl1RANT EQUIPMENT MIN h'JJIMIM W/O WITHOUT // _�-��Deb: Q� Shop[hawhyl avot-.eT C.T. CERAMIC TILE MISC. MISCELLANEOUS WD. WOOD VOL. DOUBLE M.O. MASONRY OPENING W.N. WATER HEATER DET. DETAL M.R. MOISTURE RESISTANT W.S. WATER SOFTENER OFFICE COPY DIA. DIAME TER M1, MOUNTED W W.M. WOVEN WIRE MESH I Arrfxn%TP PIANS L�Sp. DISPENSER MTL. METAL IM•LUDE UN-AITACIIF.DE PROJECT LOCATION: DN. DOWN N/A NOT APPLICABLE D.S. DOWNgP0111 N.I.C. NOTIN CONTRACT s I-R IFICATION LC I � 'fRUC'iVRAL CA LC9 _ G O.A. OVER ALL GCOTECN REPORT DWG. DRAWIN t` FA. EACH O.C. ON CENTEP �[MISC DOCUMSNT1; EQ6MPrlCN l 5 PCc 600 k 1•� I C��R[ ) � R UR304 E.I.F.9. EXTERIOP N%AA:I(Tl A FNISN 91'.0ft'I O.D. OUTSIDE DIAMETER .a.�nw..r.s / F.J. EXPANSION JONI OVHD OVER HEAD ShtEET EL ELEVATIJN OPt.IG OPENING NUMBER T11LE ELEC. ELECTRICAL P. LAI1. PLASTIC IAt, :ATF 5 a FLEV• ELEVATION PED. PEDESTAL c E.P.S. EXTRUDED POLYSIYRENF IP PLATE W. EQUAL. PI.mc'. PLUMFWG EST, ESTIMATED) BUP2003.00376.MEC2003.OUJet Pacific Hwv.1 PI.TWD. PLYW000 r� .__ .- � EXT. EXTERIOR 101 32 SHEET INDEX f CODE.-5 • _ _..._-... _...._..... ... .....,,,.,,•,•...,,_.....,,Y•••-,,,,, ... .,_�....».._...-..-_--•_ ...._..r..w..... ..,.,,w•,.... .:..,.,,....,nw•vw•.w w.. . .. n r..-.w .. ��� .r,I;.,o.'e.a. ? .,. :>�..�....�.+....,...-........__....,_. ...,...�_...�...-......,.,..........-...�._..r•._. "".^" M.1 r•._... _..�...._...+i - _... ra�ri.... .-._._.._..._...,rwsr.-..�.. -. ar11KM .... ...•.-•rw., .....fir.... .w«er+.s« r+r...-.....,. ...,..�: _. ♦ vp.v ,«wi.W.+Nw,.�Y►�..• NOTICE IF I HE PRINT OR TYPE ON ANY Ilt i�I I I III III III I I I�i III IIII(I IIIl�l III III I I�III Ill III I�i�III I�I III I I III III III I I III II. III I I III IIII I I I � I I I I 14I I II I I I I I I I� II l II I III 1III 1II III III III}� J 1 U04 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 IS DUF TO THE QUALITY OF THE No 30 A IIIIIIIIIIIIIIIIIilllllll IIII�IIII Ilill1,lll II�IIII,II llulllll lullllll I-I(LIIIII Ilillllll II-IIIIII�IIIIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII►II tIIII�IIBII tIIII�II6II tIlll�illt�l LW1II ll0l�I llllIIUll.l 8 �ilIll II L u fl ���l LI 9 5UImIllljll� uuIINOPIGINAL DOC1MENT 4t j Bill IF- --.._.---.,_SSSS GENERAL NOTES BUFFETS, INC. SUPIPLIED dTEMS R HITS T RA A C C U L BARRIER ST �►N D A RDSt�(�B ITEM MANUFACTURER INSTALLED BY 14155 PLANS RLi .L T INFORMATION CONTAINED WITHIN 't tl •'L -M! At. . ,.:,i, N!'I k1,iA' : ,It , .;LTtD TAE i,uA OF A. A L t 1. ALL WORK SHALL BE COMIPI_ETED N ACCORDANCE WITH STATE, FEDERAL AND LOCAL CODt3, ORtT1ANCE9 AND l-AWS. COKE, SETINA - - Restaurant C�A �COCA COLA OITIES AL1, PUEi1.IC LAW 101 -336, COMPLIANCE WI IH ALL THE WALE. AND BE f 7" MINIMUM A9OVE THE FLGUH DISCONNECT EXISTING (800) 531--22.5FS INSTALLER A S OF THIS LAW IS THE RESPONS181UTi OF THE OWNER MEETING LOCAL CODE ^�. 2 THE CONTRACTORS SHALL VISIT THF SITZ. VERIFY ALL OMNWA45 BEFORE SUBMITTING A BCT, NO1FY BUFFETS, INC OF ANY D19CREPANCES AND OBTAIN ALL REOUREO PERh1T's 14UiREMENTS DOES NOT ASSUME COMPLIAN':i. 20 THE FORCE REQUIRED 1O.Ar.1 11�E TIXIE F606H VAtYE'SOALL BE 5 POUNDS MAXIMUM AND L(f ATED 44" IdAXIf,ITjl�gRCJVP TF P}Cgfi. RECONNECT EXISTING THE PRIMAR) ENIAANCE TO A '3UILDING SHALL BE ACCESSIBLE, ALL OTHER 3. DUCT PENETRATIONS OF F1tC RACED CORRIDORS WAU9 AND CELNt. gH4AU USt FRE OA11�EP9 PER LOCAL CURIES. )R ENTRANCES TO A BUILDING WHICH ARE LOCATED IMTMIN 6 INCHES OF THE ADJOINING 21 TOILET TISSUE DISPEN`,ER SHALL BE M1:JUNTED MIHIN+P2" FROM THE FRONT EDGE C;F 4 PrtOVDE All Rk(AAWCO FRC. BLOCKING A2 SPECIFIED IN 6Lx0ING CODE CLEAN AND FLUSH COKE: SETINA (800) 531-2238 GROUND SHALL. 81* ACCEySd3LE +N BUILDINGS OR PORTIONS OF BUILDINGS REQUIRED THE TOILET SEAT. 1480 BUFFET WAY TO BE 'CCESSIS' ACCESSIBLE MEANS W EGRESS SHALL, BE PROVIDED IN THE SAME EAGAN, MINNESOTA 55121 5 THE INSTALLATION OF AUTOMATIC `FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH BLLDNG CODE AND NJ-P.A. 101. NUMB,R AS REQUIRED FOR EXITS AS REQUIRED i3Y SF'.TION 812 AN AcrESSMILE 22 OPERATING PARTS OF 0Ic;Pbt'1SIW AW. [LS 05% CN.TURES (TOWELS. WASTE, COIN 1651) 994-8608 iFOUNTAIN COKE MACHINE COKE: RICHARD (651) 681-4184 ,-�•- - ROUTE OF TRAVEL ;HALL BE" PROVIDED TO ALL PQRj,)Ns OF THE BUILDING SLOTS ETC: ) SHALL BE WITr1N 10"qF; J* %p0F: : -__----- - __ -___.. _ _---_ _- 6 ALL CCXT1ERCiAI TYPE COOKING EQUIPMENT SH1ALl BE PROTECTf:U Br AN APPROVED AUTOMATIC Fif2E E%TNGUf9FER SYSTEM THAI MEETS ALL LOCAL COCAS. MILLWORK ANp CURB TEMPLATES BUTS, INC, - CABINET DIVISION CABINET $HOF' THE THRESHOLD SHALL 6E NO HIGHER THAN 1/2" ABOVE THE FLOOR THE EDGE SHALL 23. IF EMERGENCY WARNING sYSTEA;'ARF kEC11ARED, 1r.e. FIRE ALARM SYSTEMS REQUIRED 7 BUFFETS, W. SONO SEGIAtt PERMITS REOIXltD NY THE FIRE DEPARTMENT & r9k PREVtNTKDN BUREAU Pe" TO xCl1PYNG TN9 BULLDOG FOOD BARS ( 191; EAST 29TH STREET HE BEVELED NTH A SLOPE NO GREATER THAN 1 IN 2 IF THICKER THAN 1/4 BY THE BUILDING CODE ANO/OR FIRE CODE) THEY SHALL ACTIVATE A MEANS OF SNEEZE GUARDS MARSHFIELD, WISCONSIN 54449 WARNING THE HEARING IMPAIRED FLASHING VISUAL WARNING SHALL HAVE A BOOTH AND CARPET BASE CONTACT ; HOUR SHAI-L BE OPERABLE 01H A SIN(AE EFFORT BY LEVER TYPE HARDWARE PANIC FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 8 ALL EXIT DOORS TO DE nPFNABIE FROM THE NS[>. WITHOUT THL 0% OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. A READLY VISIBLE SIGN SHALL BE ADJACENT TO 11# MIKE MILLER I MARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE UESIGNEO TO PROVIDE DOORWAY STATIC 'TNS DOOR 10 REMAIN UNLOCKED DURING ellsrt9s HOURS,. TABLE BASES (715) 384-4418 PASSAGE MfHGUT RJQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE 24 WHEEL:HAIR ACCESS SHALL BE PROVIDED TO ALL AREAS WHERE EACH TYPE. OF TABLES MOUNTED 30" TO 44 ABOVE THE i LOOR. PANIC HARDWARE UNLA TCW,G FORCE )HALL FUNCTIONAL ACT:01f I OCCURS 9 PROVIDE HAP-WAP SK?NACE (REST ROOMS. ETC.) A9 REOURED BY LOCAL CODES, ORDINANCES, AND LAWS. WALLPAPER - MULTICOLOR -- UPPLRWALLS - A ( NOT EXCEED 15 POUNUS IN THE DIRECTION OF TRAVEL WALLPAPER - PUTTY / V-GROOVE WALLSB 25 THE RATIO OF REMOVABLE SEATING ARRANGED TO PERMIT USE BY WHEELCHAIR 10 ALi r:ONRRACTORS SHALL VERIFY PEDESTAL LOCATIONS WITH THE &1FFET CAOP*J NANUFAC'fURER'S SHOP DRAWINGS AND EQUIPMENT DRAWNG9. COPES MAY BF OBIAILED FROM THE LOWER 10" OF THE OC'OR IS f0 BE A SMOOTH PLAIN SURF<C'E ( NG RECESS OR OCCUPANTS 15 1 IN 20 AND IS BASED UPON THE TOTAL NUMBER OF SEATS PROVIDED BUFFETS, Ni. MISE.. STAINLESS STEEL RAF UNLESS AT AUTOMATIC AND SLIDING DOORS ) FCU.D BAR TEMPLATES 26 AT LEAST ONE WHEELCHAIR SEATING SPACE SHALL 6E PROVIDED FOR EAr.H DINING, II PROVIDE NSLILATION N ALL PLL.?t*X WALLS--TYPICAL CARPET BASE FOR REST OF STORE ACCESSIBLE BUILDING CNTRANCES ARE TO BE IDENTIFIED NTH THE INTEkNATIONAi BANQUET AND 6r9 ARF. _ SYMBOL OF ACCESSIBILITY 'SHOW LOCATION ON PLAN 7, F ANY D19CREPANCE9 UCClX2 BETWEEN THE SPECIFICATIONS ANID THE DRAWING'S NOTIFY THE ARCHITECT FOR RESOLUTION. - - ACCESS TO WHEELCHAIR SLATING SF'ACES SHALL BE PROVIDED BY 36" MINIMUM CLEAR BLINDS: (OAK, WHITE OR ALABASTER OK) MEROUNeM�O: BEN UG.�S 294 NDS !HE INTERNATIONAL SrMBOI IS A WHITE FIGURE ON A BLIk BACKGROUND WIDTH MAIN AISLES iI RECESSED DOORMATS (WHERE PROVIDED) SHALL BE ANCHORED 28 ACCESS TO FOOD PREPARATION AREAS SHALL COMPLY WITH PROVISIONS FOR ONLY CHANGE IF EXISTING ARE DAMAGED I ALL FLOOR LEVEL EXIT SIGNS AND MARKERS SHALL. BE INSTALLED IN A MANNER AS ENTRANCE DOORS AND DOORWAYS r4UT TO CREATE A TRAP OR HAZARD CONDITION FOR WHEELCHAIR '')OTRESTS 29. ONE OF EACH PAPER TOWEL DISPENSER AND TOILET SEAT COVER DISPENSER HALL BE - - - ___`� _�_�__ -_ _____ _�-..._-_.-_. LOCATED WITH ALL OPERABLE PARTS INCLUDING DISPENSERS AND COIN SL ?TS WITHIN ENTRY MAfi CONSTRUCTION SPECIALTIES INC. GENERAL ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL. HAVE A LEVEL AREA WITH 60' X-4" FROM FINISHED FLOOR FOR ACCESSIBLE USE BOTTOM EDGE OF REFLECTIVE P.O. BOX 380 MUNCY, PENNSYLVANIA 17756 CONTRACTOR _LEAR DEPTH IN THE DIRECTION OF THE DOOR SWING, AND LEVEL AREA WITH A CLEAR SURFACE OF ONE MIRROR TO BE 38" MAXIMUM ABOVE. FINISHED FLOOR I CONTACT: CHERYL (717) 546-5940 - FAX 717-7771 'EPTH IN OPENING DIRECTION OF THE DOOR SWING i{ NT 30. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES: SHALL BE IDENTIFIED BY AN EQUIPMEPACKAGE STRATEGIC PALM BROTHERS -� ^�-^- -�- STRATEGICA 48" LONG CLEAR SPACE IS REO. TIRED IN FRONT OF THE WATEP CLOSET, A 6U' EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING COLD PANSMADEIRA / LEAP. SPACE IS REQUIRED WHEN THE TOI6E1 COMPARTMENT HAS A SIDE DOOR UPWARD WOMEN'S SANITAR'r FACILITIES SHALE. BE IDENTIFIED BY A CIRCLE., 1,14' 1031 AVENUE PALM BROTHERS I MAXIMUM GRAS BAR ENCROACHMENT IS 3 THICK AND 12" IN DIAMETER UNISEX SANITARY FACILITIES SHALL RE IDENTIFIED BY HOT WELLS MINNEAPOLIS, MINNESOTA 55406 A CIRCLE 1/4" THICK, 12" IN DIAMETER WITH A 1/4" THICK EQUILATERAL TRIANGLE NUVU OVEN/PROOFER CONTACT: RANDY ENGLUND THE WATER CLOSET COMPARTMENT DOOR SHALL SWING OUTWARD, HAVE AN AUTO SUPERIMPOSED ON THE CIRCLE AND 04*114 THE 12" DIAMETER - THESE GEOMETRIC 1 _ DESSERT DISPLAY I (800) 328-5133 LG RESIDE, PROVIDE A 32" CLEAR OTH FOR END ENTRY ANDA 34" CLEAR SYMPOLS SHALL BE CENTERED ON THE DOGR AT A HEIGHT OF 60" AND THEIR COLOR PANINI I MATH H FOR SIDE ENTRY AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF FIRE DEPARTMENT REQUIREMENTS THE DOOR, DOORWAYS LEAPING TO SAk!TARY FACILITIES SHALL BE PROVIDED WITH REFRIDGERATOR FOR WORKSTATION PROVIDE ONE GRAB BAR AT THE SIDE 42" LONG EXTENDING 24" 1N FRONT OF THE SIGNS WITH RAISED LETTI_RS AND BE ACCOMPANIED BY BRAILLE RAIN MARIE NATER CLOSET AND ONE AT THE REAR 36" LONG CENTERED �N THE: WATER CLOSET ALTO SHAAM PASS THROUGHS HOTH SHALL BE MOUNTED 33" ABOVE THE FLOOR 31 SIGNS SHALL BE INSTALLED CNV THE WALL AD.IACENT TO THE LATCH OUTSIDE OF To,, DOOR. MOUNTING HEIGHT SHALL BE 60" ABOVE FINISHED FLOOR TO THE CENTERLIN, S/S END CAPS AND CORNER GUARDS 14 THE GRAB BAR SMALL BE 7-114" TO 1-1/2" IN DIAMETER WITH I-1/2" CLEARANCE TO THE WAIL OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MA' APPROACH WITHIN 3" OF SIGNAGE WITH OUT ENCOUNTERING PROTRUDING OE IECTS OR I ENGLtERED FRE 9PRNKLER (MAW►,IGS 3 CALCULATIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO NgiALIATkON. __.___-._ _ _ _ _ _ __ ..___ _._.___.,A.�_-_.___._-._.� y ______-___.__ STANDING NATNiN THE SWING OF A DOOR PER ADA SECTION 43. MENU BOA�tb OVE�t CASH STAND MOI: KEN SIEOERT _ 1`., THE GRAB BAR SHALL HAVE A 1/8" MINIMUM RADIUS ON ALL EDGES, AND BE FREE 2. THE FRE SPRWCLE•R SYSTEM SHALL BE CALCLLATED PER APPLICABLE FRE CODE. (800) 228-8925 OF ALL SHARP OR ABRASIVE ELEMENTS. 3. THE FRE SPI2MLkQ SHALL BE SUPERvtSEO BY MO44TO12NG M1E IHOD AS REQUIRED BUILDING CODE G THE GRAB BAR FASTENERS AND MOUNTING SUPPORT SHALL. BE ABLE TO WITHSTAND 4, THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE HYDRANT AND / OR SPRNKL.ER SYSTEM SHALL BE WITNESSED BY THE PROPER FRE DEPARTMENT REPRESENTAINF AND NO 250 LBS. FT IN BONDING, SHEAR AND TENSION IJNDERGROl1ND PIPING SHALL BE COVERED WITH CARTH OR HIDDEN PROM VIEW uNTI 1H# FRF DEPARTMENT REPRE9ENIATNE HAS BEEN NOTIFIED AND GIVEN NUJ LESS THAN 49 rkJLX?° LIGHTING:- _ _ _ . . - _ ._ . ..__ _._� �_ -� ___ 17 L.F -CLOSING VALVES ARE TO REMAIN OPEN FOR AT LEAST 10 SECONDS HAMPTON ROADS ELECTRICAL SUPPLY WHICH 10 INSPECT SUCH NSTALLATION9 GENERAL EXTERIOR LIGHTING FIXTURE - TYPED 1244A EXECUTIVE BOULEVARD, SUITE 108 CONTRACTOR 'ONTROLS FOR THE FLUSH VALVE SHALL BE MOUNTED ON THE WIDE SIDE OF THE 5 AS IDICATFD ON PLANS OCCUPANCY 15 A2 AND THE CONSTRUCTION TYPE IS 5B UNPROTECTED. BOOTH LIGHTING FIXTURES - TYPE A CHE.SAPEAKf, VIRGINIA 23320 TOILET AREA, NOT MORE THAN 44" ABOVE THE FLOOR Y-LIGHTING ONTACT : MARVIN ALDRICH (757) 548--0958 6. REFER TG COVER SHEET FOR ALLOWABLE AREA CALCULATIONS PER TABLE, &XONG CODE (CALCULATIONS INCORPORATED ON PIANS.) HEAT LAMPS -- TYPE H & K CHROME - -,-- (REUSING OR NEW IF NEED MORE) - 7 EXIT DOORS SHALL $DING IN THE ORECIM OF EXIT TRAVEL WHEN SERVNC ANY HAZARDOUS AREA OR WHEN SERVNC AN OCCUPANT LOADS .`X- 50 OR MORE. LAMPS FOR CANS - TYPE 8 CONT GENERAL 0. EXIT DOORS SHALL BE OPETVABLE FROM 1;t INSIDE W11140UT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT CONTACT: JIM BEALL (800) 776-8677 CONTRACTOR NOT NEEDED FOR CMS WITH EXTMNAL BALLASTS, ( WDTI+ AND HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH DIJE.DWG CODE. FIRE AND SECURITY SYSTEMS ORT HONEYWELL 10. EXITS SHALL BE IILI'►NATED AT ANY TIME THE NX014C IS OCCUPIED, WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT-CANDLF AT FLOOR LEVEL. ".CAN(. CODE YNE-262-794-4963 II. EXIT SIGNS TO BE PROVIDED PER BUILDING CC" 'SPECIFY WHICH COMPANY) DR ITROL 12. PROVIDE APPROVLJ EXITING I.LUMNATION AND LL.LIMINAI'ED EXIT 561,15 WHICH ARE POWERED FROM SEPARATE CIRCUITS AND COMPLY WITH FktDNG CODE. DISCONNECT �L 888-805-4709 X14150 13. FIRE EXTNCLR%tR ktOUIREMENTS 5/,ALL BE DETERMSNED BY FLLU INSPECTION: OR QNEYWEJ14. BUILDING ADDRESS TO BF PROVIDED ON THE FRONT OF ALL BUILDINGS AND SHALL BE V60LF AND LEGIBLE FROM FRONT"; STREET PROPERTY. SAID NUMBERS SHALL CONTRAST WITH RECONNECT JOHN - 352-830-3517 THEIR BACKGROUND, M►JC'1DM 8' N HEIGHII PER FRE <,ODE _ ART PGr= ACKA -_ __ -. ------ ML IMPRESSIONS GENERA; 15. commFeCIAL DUM'1PSTC-R5 OR CONTAINERS Wfl•4 INDIVIDUAL CAPACITY OF 1.5 CLOG YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN 5 FEET OF COMBL1STME WALLS, 821 2ND AVE- N. CONTRACTOR OF't-*45 OR COM 13USTBLE ROOF EAVF LNE5 UN ESS AREA CONTAINING DIIMPSTFRS ARE PROTECTED BY AN APPROVED 3PRINKLE2 SYSTEM PE-12 FRE CODE. MINNEAPOLIS, MN 55405 CONTACT_ MARLENE LULOFF & JERRY (612) 374-4304 16. POST 'NU PARKING - I-QR LANE' SIGNS ALONG VEHICULAR ACCESS ROADS PER FIRE CODE. - ------.. -_.-- _ _-_.-_-_ __ ___-_ ---_ -- 1 do I7. OROVAi AN EXTRA °ENING PLAN FOR FRINDICATE DEPARTMENT LOSE. CATL PROFUSED AISLES CHAT COMPLY WITH FRMUSIC PAGING SYSTEM: BUSINESS MUSIC MUZAKE CODE. MUSIC SYSTEM _ 18. PROVIDE APPROVED PANIC HARDWARE DN F-X,T LXOR5 BIALOWC CGDE AND 1-RF CODE DISCONNECT EXISTING SYSTEM RECONNECT CONTACT: RON OR BOB ($00) 833-4233 -- - - -•----- -- -- SSSS.--- -- ._-.___._. ---- ------ ---.-_SSSS.. __ --- y PRIOR TO INSTALLATION OF 5PRNKLER SY51E-M PWOVIDE UL APPROVAL 3'f51FM NUMBER, AND SUBMIT U.1 SCHEMATIC ORAWNG TO INSPECTION OFFICE PER FRE CODE. EXTERIOR SIGNS SCHAD TRACY SIGNS I SCHAD TRACY 20. ALL INTERIOR FNISHES TO HE IN ACCORDANCE WI1H BIAL.0*1l. CCDE AND 4-PA 10, AS FOLLOWS' CLASS I - VERTICAL ENCLOSURES: CLASS II - CORRIDORS; CLASS I - ROOMS. 1610 CAST CLIFF ROAD SIGNS BURN�VILLE, MINNESOTA 55337 21. ALL DRAPES, HANI,:IN:S COPIAINS, DROPS AND AI_L OTHF12 Pf-C(MArIVt MATERIAL TO COMPLY WITH FRE CODE CONTACT. MIKE.PANKEY (952) 894-2421 POINTER CROSS:L MURUAS/PAINTINGS ON WALLPAPER JIM HOWLEY 1 POINTER CROSS 2?. SIXIMIT FRE ALARM SY`;iFM SER "TRE ciXJE. 23. MAN FRIT SHALL COMP' I :VI'I, BIALDINc, CODf - (203) 740 1999 TO INSTALL CHAIRS PETER ANTHONY OR CM. FLOP GENERAL CONTACT: BARB 317) 774-8881 TCONTRACTOR 'ARPET LEES GENERAL. ADHESIVE CONTACT: MATT (651) 303-8325 CONTRACTOR ' QONDINg. ADIENT RESTROOM EQUIP.: BUFFETS, INC. - CABINET DIVISION GENERAL 191°. EAST 29TH STREET CONTRACTOR TOILET PARTITIONS MARSHFIELD, WISCONSIN 54449 ' CONTACT : MIKE MILLER (7,) 384 -4418HEALTH DEPARTMENT REQUIREMENTS DISPENSERS TP TOWEL SOAP tH15 FOOD SERVICE FACLITY IS SERVED BY MUNICIPAL WATER. (CITY OF COLUMBUS) CONTACT : BERNIE BRAGELMAN BUFFETS, INC„ #2714 THIS FOOD SERVICE FACILITY 15 SERVED by A M_*"AI. SEWER DISTRICT. (CITY OF COLUMBUS) CCTV SYSTEMS SEgWTY OpIE y �- GENERAL MSCONNECT EXISTING SYSTEM CONTACT: DONNIE 3800-460--9188 3, ALL EOUIPENT AND 06TALLAT04 914ALL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS RECONNECT CONTRACTOR 4. ALL 5NK5 AND LAVATORIES N THE F')OD FACILITY WILL BE SUPPLIED WITH HOT (MIVEIUM 120 F) AND COLD RUNNING WATER. UNDER PRE95WE. INFORMATION SYSTEMS: 4 BUFFETS, INC. - CABINET DIVISION _ I CASH REGISTERS 1915 EAST 29TH STREET 5, ALL LAVATORIES OR LAND 9WCS TO HAVE A COMBINATION FAUCET OR PPF-MIXING FAUCET CAPABLE TO SUPPLYING WARM WATER FOR A MINIMUM Of- to 5LCOw5 DISCONNECT - CONSTRUCTION WILL DO. MARSHFIELD, WISCONSIN 54449 6• PROVIDE CONCRETE SLAB AND OR TRASH ENCLOSURE FOR TRASH AND GARBAGE' STORAGE WITH NTE121M WALLS TO BE SMOOTH. SEALED AND WASHABLE. RECONNECT - IS WILL DO CONTACT : DAN MORTENSON (EXT 2384) CONTACT JASON (EXT 2252) 7. PROVIDE A MINIMUM OF 20 FOOT CANDLES CX- I-IGHT MEASURED 30' OFF FLOOR TO BE PROVIDED IN ALL F000 PRFPARATICN, MANUIFACTURNC, PACK.ACNG ANO PROCESSING ARLAS AN, (715) 384-4418 WHERE UTENSILS ARE CLEANED, CARDINAL: YVETTE B. PROVIDE A hINR1X1 OF 10 FOOT CANDLES OF LIGHT MEASURED 30' OFF FLOOR TG BE PROVIDED N REST ROOMS AND EQUnM1EN1 STORAGE AREAS INTERIOR SIGNAGE: (317) 283 4175 9, PROVIDE A MlW`lUM OF 20 FOOT CANDLES OF LIGHT MEASURED 30' OFF FLOOR IN WALK--IN COOLERS / FREEZERS AND N ALL OTHER AREAS. ENGRAVED V:N YL 10. PROVIDED SHATTEk 'HEI.09 FOR ALL LIGHTS ABOVE PREPARATION, WORK AND STORAGE AREAS. LINE TAGS I. PROVIDE WALL MOUNTED SINGLE SERVICE TOWEL AND SOAP DISPENSPR AT ALL HAND WA5H4NG '3#,x5. LARGE METAL FOOD BAR SIGNS SCHAD TRACY: MIKE PANKEY SCHAD TRAGI. T 12. PROVIDE A M~ OP 12 AR (800) 950-4816 SIGNS EXCHANGES PER HOUR VFNTLATION TO ALL REST ROOMS 1 SALAD BAk %M)P. %-,NITS•CARYMY) I 13. SOFT DRINK, ICE OR OTH;R DISPENSERS TO BE PUSH BUTTON TYPE. (SALAD, NOTE: TALI. OR SHORT CEILING TYPE I) SEND TI)CAVAP 11" 14. ALL *&t1t COARD CW__ITRUCTLON 15 TO COMPLY WITH HEALTH REOUIREMTENT9. LARGE FOOD BAR SIGN PICTURE COLOR REFLECTIONS: ANGEL. PUNCHELLO M. ALL 11IARRY TLE BASF. u5E0 DILL HAVE A I'INfyIM OF 3/8" NCH RAOUl9 COVE. INSERTS I (800) 972-0009 16. OUARRY TLE FLOOR TO HAVE A SMOOTH SURFACE TINDER 64L. EOUINMENT, ALL WALK WAYS TO HAVE AN ABRASNF TEXTURE DECORATIVE ACCESSORIES HUBERT: LINDA FLOHM CABINET SHOP PERSONNEL R. THIS RESTAURANT B A MULTI SERVICE CONSUMER FACLITY. I TO INSTALL n A n 18, THIS RESTAURANT WILL NOT SERVE ALCOHOLIC BEVERAGES. SHIP TO CABINET SHOP "-MALLWARES BUFFETS. INC. A. ALI. PLL)BI C, ELECTRICAL, AND GAS LINES SHALL BE CONCEALED WITHIN TIE BUILDING S1RUC'URE. 146 BUFFET WAY Co,��` r�j► UN,FORMS EAGAN, MINNESOTA 55121 20. ALL SFELVNG OVER WET AREAS (SLK, MOP %Atl, ETC.) SHALL 9E METAL. CI-INA CONTACT LINDA (EXT 2341) PANS �• 1:VII.f�I_IS l 21. ALL OPENABLE WINDOWS, VENT OPENINGS OR OTTER SF'll-AR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREEN5 OF MWU•1 16 MESH 10 THE NCH OTHER 4)28 aaa 22. PROVIDE A SPLASH BARRIER AT ALL HAND SNKS WHIERE THERE M LESS THAN 18' HORIZONTAL DISTAI.CE FROM WORKTABLE OR ORAN BOARDS NEW EQUIPMENT STARPJP STRATI GiC: RANDY (800) 328-5133 EXT. 3140 a0 EDREUSED EQUIPMENT STARTUPFACILITIES - LOCAL REP. AND TFCH. HGREEN HECK aaa 'dENTILATION GREE'NHECK: CHUCK KRUEGER (715) 355-2367 , HOOD AND CURBS � M � PROJECT No, BUF2226-03 DRAWN BY. M.W.A. HF'7INED BY: J SULTANY "5'1E. DATE:__... 10" 06-10-03 OWNER REVIEW + r�oTE: MAX. 30+ • RID AND PERMIT 06.17-03 Ci I W L r X X SHALL BE < ?5" � _-- _ - - - a k _ T 1 SHALL BE > %, a WHEN X < 201, x u a x K . THEN Y SHALL BE < I 48' MAS IMLIM.WHEN X 15 20' 10 t� r.,t 1 a { 731, TFEN Y SHAL L 44' MAX". ^ Zr �Z. 21' ,L.7 t II Pacific Hwy.13500 - 03.00 1' 48" - I 2 F�AND NELVFS _ - - _-- � '� -_ BUP20030037B, 32 t-= 2 of 32 W.� REACH LIMIT S - ------- ----__.._.__.�._ UNISEX SYMBOL �-- f't1P; 2.4" L 30" CUPS TOWELS- ( L.1 DITRCK A ETE AND - Y`G r^ _ `� TOWELS- PZ rti 3n" LIN, ? 130+ MN. > VENDING DAHSED LWES INDICATE EQ. EQ. EQ `EQ. L ( VENDING -- -- ._.. r- e TABLE TOP ------ �- +� - •- - ---- - _� TABLE LEGS BELOW - - �- 4e" r1rJ _f F48' - * " ' ' ' a.I -, - r _ -- PROJECT LOCATION: T 48 of - •---.,�- - .. & K - NJ,�I FORWARD FZ- T x� r n _IPAC �+� TIC_;AR a C)R -REACH _11111 ItiE>2SlL=_b29WRP _R� L. H IL I AC hi `4 I I 130 x 48" CLEAR ° OR304OvrR oB-TRucIN LJI I FLOOR SPA E I "i LA_ _ _ __ _ _ _ _j wUMENS r1EN5 SHEET NUMBER TITLE -.-- --___TABLE. BASE _ SIDE REACH POSSIBLE: BEYOND ---- FORWARD REACH Pl7S91BLE �r'OUILATER.AL TRIANGLE ;/4" ES?LW© P-P>�A�N �1iZ. -R��EI 'TABU-E TOP TRCK WITH ALL FOGES 12" LONG iH ANU A VERTFX POINTING UP'WARL' A0,61 GENERAL -NOTES _..-....�+rr,....,._ --- ._..._.......-,....r...... .«_._ _.........._..,r.....r.....r-SSSS. ... ... - ....._.._...-�...«�.�...«...,.....+ra.w_..,..,...rr.�,.,......-:r,�,A+r,.ew.a+n.�+u.rr�.rr�r.w+M...�.we+e�w,,..wr..ww.+wa�.nsr.. w,.w.Wr'.r....+,r..�................ __ ••��...'.. ,. ,.LESS.. ... _..�.w.........."SSSS,-........-_._,_.-SSSS..... .. .., ... _. 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MINNESOTA 55121 FOR RELOCATION -- REFER TO FOUIPMEN SCWEDULE (651) 8f,4 8608 I NOT%USED I 6 F#Af-IE THE EXIS7ING CHAIR RAIL, THE EXISTING FINISHES 49OVE THE CHAIR RAI, ANO THE EXISTINIi GYP 9D. KND PL(WOIA ABOVE THE :HAIR RAD. REMOVE THE EX611141 JUARRY TILE BASE - THE EXISTING TI-c'•I TILE BELOW THE CHAIR RAIL. IS TO F" `:TING FLOOR TILE AND BASE TILE v .IAIN - REFER TO :INTERIOR EI-10NONS Lm,)VE EXISTING ANY]. WAL, COVERING PREF WALL TO RECEIVE NEW VINYL WALL -7VEPINr. REFER TO INTERIOR ELEVATIONS FGR :.00A TIONS - TYPICAL NOT USED REMOVE EXISTING POST, CURTAIN ANL A. VV tOP CAr •- PREPARE REMAINING WALL TO 1 C RECEIVE NEW WOOD TOP CAP - TYPICAL A' J LOW WALLS ONOT USED ODASHED LINE INDICATES DEMOurIoN OF :.XISTING r,ARPET TO TILE TRAINSIOUN STRIP REMOVE EXISTING VINYL TRANSITION STRIP / E 1 a_INIVERSAI. TRACk TO REMAIN ANU BE RE USED - REFER TO A2 2 REMOVE DISCARD EXISTING1 PLE TYP. O FLOOR -AC CLEAN AND PREP FLOOR FORYNEW t1 I FINISH 01-3 1 6'a CAH R __.____.__ _ ___� ORE11i AND DISCARD DOOR AND FRAME II� � _ `-'• NERAL I F( IDT USED i O, IIL HATCH DENOTES: WORK THIS O'+EMOVE PAN, TURN OVER 10 OWNER - FOR NO ENT / +I � AREA � '+EW EOUtPMENT REFER t0 E.JUIPMENT CiwGS 10 \'/ I C REMOVE ANU DIS-APL) FABRIC FROM AWi C N +I a ✓ •'RAIL FRAME TO REMAIN - T iPIC AL O _U 000 000 la "'x`11 - ..r 8 IUCARJ \\ J V b U09A 7[ I.: I I0II � III ISI III! II III III 2 GENERAL NOTES JT 13 �/ I I I I I� I • * HALL BE PROTFCTLU tPOMDAIi A:, NLvuIIgLD III URING DEMOLITION OPERATIONS ANY DAMAGE U pIi j AUSED BY THE DEMOLITION SHALL BE REPAIRS � -� IpInI O •NDEFER 70 STRUCTTURALHU AWINGS, FOR IAGUING ETIONALIt_A. BU±EETCQ5 _ ILII II I� E'MCtITION REFER TO AU3 FOR CEILING DEMOLITION ALL EXISTING TRIM IS TO BE SANGEO IN REPARATION FOR PAINTING, SEE INTERIOR DEMO ALL EXISTING CARPET _EVATIONS — CLEAN AND PREP FOR EXISTING BAPS TU FEMAIN - CONTRA4*TjR NEW FINSH REFER 10 I O OVER W/PROTECT EVISOI FEN DURINGQQIPMENT D SE AL OT �O PROTECT A5.0 r — .110M DUST irkOCBA (I - n !il II I � U CART r Yom. �I ►I a 0098 LL I 1 0 Ir 74 N71Z �i 9 BEVERAGE � L--� �I 13 0-11 t, FL LI it _ DI N II L. a YP. II ( � I f3k Y int li .■�,,.INw -1LM a e I F �� fUlIC4�, 1.JOH^.I Y' M TYP. •---�C 13' '. GENrRAL NOTE: I,. .j HATCH dENOTES: NO DEMOLITION WORK THIS I ; is --- AREA_.r....__._.,�'•---*ter • PROJCCT NO BUYi:L5-JS O DRAWN Br / M W A f1 NECKED BY J. SULTANY �I BANQDET IS, I ISSUE. --- �DATE IO �C lIl 1wNER REvlfw -OS HALLWAY AID AND PERMIT 06-17-07 3 nl ) I f-' 1 DEMOLITION 1.�OtEB:��� �� I. ALL TABLES, CHAIRS AND BOOTHS ARE TO BE REMOVED AND SENT TO CABINET DIVISION ON OWNER PROVIDED TRUCK. 2. REMOVE ALL EXISTING POST AND CURTAINS, AND WOOD CAPS. 3. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, FROM DAMAGE DURING DEMOLITION WORK. PRO.EC f LOCATION: 4. ALL DOORS AND HARDWARE TO REMAIN. 5. ALL ELECTRICAL, DATA CABLE ETC. WHIPS TO BF.. LEFT DEMOLITION. LENGTHS P05SI9LE axznNc T I(--�A R D, C.)R ti 6. REMOVE EXISTING STAIN LESS STEEL CORNER AND OR304 END GUARDS Pacific Hwv.13500 SHEET NUMBER J TITLE .. BUP2003-00378.MEC2003-003?- 3 of 32 A0e2 A0.? DEMOLITION PLAN ...r�i�MMYYUFw. r+.:. '-__ ....._i a...r•vm ..+wW+w..�'1�IMrr.w�....w••M�........-...w.......n..rw�••F�W�/MMAi•+MYMY.iYYs..v..wws.u�•1�M'Wi•df-IMInM.Y•�.�'.wM.....�r.wrwrwwa� .uuYw..H. .•.Vv.'+�Yw... .w�✓.....M .. . ..b..+rr.rr•.w+•....- .-........__.....n..r r+w..��w.-____ rrY�MW�..1U.'�1ru.+M • NOTICE: IF [HE PRINT OR TYPE ON ANY III �l ISI ill III Ili III I It�I�I I�� til I ISI I I ISI I�III�I I�I I�I I�I�I�I III I�I I I ISI ISI ISI I�I�III I�I I�I I 1 I�I I�I I�I III 11 111 I1Iw I ill 111 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_ I _ _ I I_�LI I I � I I ` L --+�L ._I I • I W :I--I---_ ._.I I Il IS DUE TO THE QUALITY OF THE No-36 ORIGINALDOCUMFNT E I 9L 8G LL 96 � I 6L fi�L �S lfZ O�L 8�t 9t Nl�t I 9t Sit in Si at ti t— 8 L 9 q f 8 E t71uM 4 (,► ►►IlIIIII�►alil�l1�►;�i►�I1►lllilt►�I�1►��II� I�► II►,6�i���IIIlll�lllll�l��IIII!►,IIiIIIlll�l��l�llll��li,l�l ►.i►�I�IIIIIII�I II ► �►,i�►,�►��►i�l►►II����►►� ��I����T��� � > «��r1►l i PLAN LEGEND OCB C� tiUr1'ANL OI iYARO E INw IOHTS, XU Restaurant 1 XRJN .,,FUSSERFS AND SPEAKERS§ARE 106E PA)MV: RAC"f iAI.LEL MI EASMG LOC.An(iM5 -1 �O. UR TO IN AND STORE a REMOVE'ANG DISCARD EXIStING BUFFET BAR 1460 HUFFET WA, CANOPY AND LIGHTS ,N, MINNESOTA 55121 ;VE AND DISCARU EXISTFNG BOOTH 1.851) 894 8808 £XISTINu ELECTRICAL TO REMAIN .I + T N BOOTH PENDANT - REFER TO • •FAIC RICAL DRAWNGS AND AID QtHE EMSTIN, SNEEZE GUARD AND CANOPY 10 REMAIN EXISTING PENDANT LIGHTS TO BE TURNED �1ER '0 OWNER OREMOVE EXISTu.IG +NC10D TRIM AT CEII NG _ ! -1 f T ' l .� IT _.._� - r_ ,- :r� �-1 t 1 t-- -t- -I t�-1 t- t - 1 I t �1 - fi —1 _ f-- _r N — 1-- -�0--a _ �- -a- --a — �-- -1 --a — �- 1-� _- - I I I ! I I I O CEILING WORK ENT. / —� �- �- --1 -- �— -�- --I — 1— -�- —� -- �-- -� - — - . _ _ —_ L_ — _ IN THIS AREA - TYP. RAISE LIGHIII.G CONTACT SAB E NE 1 - f- -t- 4 r- �- � r-- t � r- -t-- � - r--. r- --t.- r -�- --- �• t -1 - �. ---� - �--- 7 0 -- � _ I -- -- �- -� --I -- �- -1- ---I - - - - -I -- - -� -1 - �_ - --1 -- �- -� -1 -- �-- 4 --1 - � -� --1 - !_- � -I __ I I _ - 1 . 7 I --- - l- I -- -- ---' F - 11� -fit! I _ + if r T ! - —! - - I -- — !_� L L _j GENERAL NOTES i I III `— EX15hNG GUNSiRUCT1ON THAT I§ TO REMAIN HALL & PROTECTED 'Rt W DAMAGL AS REOUIRET- S Y OLVLEIR LEADS ARE 1O BE BAGGED —� RING DEMOLITION OPERATIONS ANY DAMAC-E •USED BY THE DEMOLITION SHALL BE. REPAiPE[, i I I I (hJl-Y DURIN(' PAINTAJG '- TYPICAL --- ^ �-}-- � .— !—. — 1 -J {�I/, I I REFER T4 MECHANICAL, PLUMBING EIEI TRIrAI NU STRUCTURAL DRAWINGS FOR AUDI TI+)/1Al •.MOI I TION ' I I I I REFER TO A50 FOR COLOR SPECIFICATIONS I 4— -— !� —� — i — J REFER TO A02 FOR DEMOLITION FLOOR PLAN i � JJ 1 I� }-{I � I I I I REFER T�, A04 Ft)R DEMOLITION ROOF FLAN -t- 49' -6 1/21 8 -2 1/4r T- -T --I — T- -j- —I-- _f._ -� — t-- --fi - -fi —I T- -t----_ -r — ( _ —I _1 I — 1- 1- _-- — L_ 1 —1 I — �- 4 —1 4 --14 —1 i I ! I I I I ■ I � � _ � � _ 1 1 — -- 1- -- I -- I ■ I -� I I �"-�' �t'f-ill _ (-_ _T _I — 1- 7 — — �- -� —I — �- -1- _ I __ T- _T —I __ F _T --I --- T-- _T ---I I I I ! i- - - -I — i-- —I °#-� I+- • r _ 4 _�i � � � — � T� � -__I � •�-- -+. — _- .�_ -�-. —I ___ +-- _-�- .—! _� �--- -�- ---i I — � � 07 7 —I — REMOVE�ALL EILI O T E, ILIN GRIM, • � �1�_l-�l-_. LIGHT FIXTURES, SEA ER$ ND DIFFUSERS. �I _T\ - LIGHT FIXTURES, REO�ED LFGHTS, IAN TLIGHTS, DIFFUSER$ AN SPEOWE S T eE I I I ! \ \ PRINTED AND INSTAL IN NEW CSILOW — - -- — — - 50'-00 SYSTEM01 REFER To A3.0 FOO LOOATIOOIS PflIN - 1 i OOf3B EMERGENCY LIGHTS ARE TO BE REMOVED, I r PROTECTED, 'STORED AND RE-INSTALLED L 0 EXI TING LOCATIONS -_V.I.F. I -t I - -+ � MICHAEI_JOHN ! I NO CEILING WORK V"IlIIKUS IN THIS AREA - TYP. 0000 B T 013 -�- —1 3 O ^ � PRS` f PRAWN O1 el b �4L EDB S.rL1AN• ISSUE I TE CWNER REVIEW L81p AND PER41f OS-17-AS MONA +i viS KATE q ' . PROJECT LOCATION: N J Y TIGARD, 4JR r OR304 PacificHWY, 13500 SHEET NUMBER % TITLE SUP2003-00376,MEC2003-006 4 of 32 u 4 ©!MO RIPACTUD CLO PLN AO*3 _ --- DEMOLITION 1/41 = L .,. CEILING PLAN . `A,ipL.r,P.l !lYayNu�My"y�•waSmq�Rl'+�r•,'r'1Rk-:RgA'fAlAP3': 7 rn�:.•. *'i. 1ME/�:, t5^ !a;;;P� ..a,' ,5,_ ��p,, .4ist:Q•a�.,i Fi. .R.. 1'.. `e „� ..ca • .!`,: ,i�fiR -�d�.'_ _ �:`I� _ 5,+. ,;Ea ��q �P:+rl4,d, ��';'�'�y .W�,M7 ». a1 •� •� `Ti NOTICE: IF THE PRINT OR TYPE ON ANY rI r III III I I I I I 1 III III V I I I III (I I l I I I I l I +I I 1 1 I 1 III III (I I I I I I I III I I I'I I I I 1111 (I I I I I I I III I�I I I I I I III III I III III III III III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, [�Il II —II8GI y!IIII�IIILII L�1G �'I I IIl � — 14! I 1 I –I I � I I > � I I IIIII!IIIlIlll�u1l�l_lllllI Ull�Illllllli lIlli lif11111U1-111ll--WI IllW�1 III iL ITIS DUE 1-0 THE QUALITY OF THE No JeIellI ll1I7ll:I II GII, t t it 9c tC T I� II IIII � –(IIIiIIIIIIII�II11illl IIIIItIIII�IIIIORIGINA_DOCUMENT I I►��Vi tI► nI u�eI'i (-)�L IIIN111 _. - ----� PLAN LEGEND OCB A •.- whll. ;.1VPGFf 'r.�EA 1W 1SI/ABO AND '4 �A Reaur►int V-B• HIGH LOW WALL REFEN 10 I,Ad i Co.MiT USED ONEW CABINET CONCRETE BASE - REFER 1460 EIUFI I T WAY T(, IS/Afy 1 ANO SO/Att _ OCB r,AGAN, MINNESOTA 55121 •• CABINET DIVISION WILL PROVIDE CURB (851) 994 8608 . rFrwurE 1 <s;CARNET TO TILE TRANSITION STRIP - jEFER TO 20/A81 ONEW FLOOR SINK - RLFER 10 ''LIMBING DRAWINGS 7 DRAENSJON BEGINS AT EXISTING FiNiSH OF EXIPTING WALL AND FACE OF STUD FOR NEW I - DIMENSION FOR SNEEZE GUARD SOFT -STO Tp FACE OF STUD - REFER i0 SECTION IS,AS0 1 2 3 ') 4 5 ,� GENERAL NOTE VERIFY ALL PEDESTAL LOCATiON5 7 WiTH CA814ET MANUFACTURER'S SHOP A & EOUIPMENT DRAWINGS - GENE-RAL CONTRACTOR TO PROVIDE AND INSTALL ALL WALL 7 BLOCKNG AND BACKING. VERP'I 7 OCATION WITH BUFFET'S, INC. CR \ ALL CONTRACTORS TO PROVIDE Ri AAS- B E COMPLETION IOFBTHIS T5' INC. m& TQ / Q i A5 PROJECT --� DO NOT SCAL E THIS DRAWING - Ir -� -� I THERE ARE ANY DISCREPANCIES �f {%� � � "� CONTACT -THE ARCHITECT CART L#4*59 NOTED OT1�QW9E ALL 09A I CONDITIONS AfZIE TO REMAN EXI3TNG; I . REf•ER TO DEMOLITION PLANS N 2� Y , DIML-NSIONS ARE TO FACE OF STUL' 1 ET l 1 II AT NEW WAtl LOCATIONS n V T - CONTRA;-IDR TO USE A 1?'-3 I/4' I?'-10 5/8 1 7 AND PROVIDED DIMENSIONS L LAY _._. F � C'OMBINATION OF THE BAR 1EMPLATES . ♦ 7 8-8 1/4" - 1 ? 3 I/? � �` _.. --� - OUT OORASINKSR80 CORRESPOnID 5 AND FLOOR INOS• ? CURB LOCATIONS. CONT12AC TOR TO 2 CONTACT OWNER P210Q TO .ANY F I 8 005 T I 4 Bf:1�WFFN TrENPDIA E5 DISCREPANCIES I D MENSION` CONTRACTOR TO LAYOUT SNEEZE ' �- i .� _ — GUARD BULKI-FAD USING THE BAR 5 h M CURB 1EMPLATE BEFORE THE CURBS DlNIN ARE POURED, THE BULKHEAD SNEEZE L_I GUARD DIMENSIONS ARE CRITICAL AS 008A IT RFLATES DIRECTLY TO THE BLIFFET 5'-5 5/8" 5'-3 7/8" 5--5 5/8' S'-4 3/8' BAR 1 m �n 45-2 3/4' ; - -- -- - , - 8'-q 3/4: _�_ n 7'-q 1/4' I 4 V.I.F. - - 000, I1'-6 5/8 DRAWING SYMBOLS Sv tO Tn } - > • A 1 � uN WtlDUNE C14 min '23 /13N I L A .1 DETAIL INDICATION BEV GE - _ I —O KEVEt' NOTE - REFER TO PLAN LEGEN I ` 12 -0381 ,n j ♦ 10'-0' OOgB }. I VERIr'IN wFIELE, ONSTRUCnLW- � 7 NEW STUD WALL - CONSTRUCTK:•r• ' 1 .� Z3 '��� AND HEIGHT AS NOTED ON WALL TYPES ;HEFT A9 0 T-6 7/8. I'- 18' .n 4"-? 7/8' ?'-5 3/8"- A 1 5-4' / - - --- NEW STJD WALL - HEIGHT « —" NOTED INr FLOOR PLANS - CONSTRUCTION AS NOTED • • — -- WALL TYPES 3NEET A,J (V 5 5 I 1 LD f'NICAL FLOOR SRrK o — — --- -- I s Nr I ' 4 4 \In I 6 / TF) ROOM NUMBER INDICATION ,)NCALTE X708 AND CURB � HEIGHT MARKER 13'-0° 1 NALL BLOCKING ' 911.0r INDICATION aROvKIED H BUFFETS, INC REFSR TC �r WALL BLOCKING / 9ACKIN4 DEFINITION r 4 I BA R I OC 4 .� '.,A" PL(WOOO BACKING FR')M i �I>HtD FLOOR 10 48" A F F In.0I i1+.9'KS/B" PLYWOOD BACKWC FRI.W 4 M U '1,P OF CURB TO 99 1/2` A F C\v = V B BLOCKING FULL LENGTH O I T '1 ------ --- ----� OROOTHS - REFER 10 2,'AS 1 & 7 AI Q "D dYC �\ I 7X11 MICHAEL JOHN ' � ILItl1S 11/15P � -9 3/4 7'-6 � Iq'-10 7/3" 4�0 5/g" EDE 1 ,I r •�•, .-�.a r n • BlTrs:ze-e I.RAWN EIT. M.W.A. • -H[f K ED Br J. SULTANT i DATE. OWNER REVIEW ---- --------06-10-03 BT 5 BID AND PERMIT 06-17-03 013 HALLWAY Oli J I UREVISION: DATE 0090 I I PROJECT LOCATION: BUP20 3-00376 MEC20 3.00331 T I G A R U, O R 9 of 32 OR 304 -- SHEET NUMBER / TITLE a INFORMATION II AREA: 9,600 50. FT. 4 CA 0 PIY AN BEATS: 330 � I/4' • r-o" DIMENSION PLAN Iola 10 11.INS NOTICE IF THE PRINT OR TYPE ON ANY L_ l- _l-- 11l ____I_I _ II �I IIIIIII - IIIf1 _I__lli._rI III Ill_. 11ll IIllUl II I -IIIIIIII 111i ._ ' a ) , "k: + IMAGE IS NOT AS CLEAR AS THIS NOTICE. __ l - 61 _ I-IIIII�II--II Il IS DUL 10 THE UL1AL11Y OF THE No 3a -- ORIGINAI D(JCUMFNT g 81G 8G LC�BG LL 1tiL SL 6 t� OZ e[ 8[ 9�T ►i Ski SZ it �i 8 B LSI T9 9 f �fi i L 1(�onuR I�I�� ����IIII�IIII IIII��I�III��I II III�IIlilllll �I�Illlll�I�� �I►���►�1����il�ll Ill�l�llll►Il�►I�Illl►� ����i�llll�l��l��1��������I!I���, �I�I► llllll�l��l Ill►��1��11�1illllllillllilil11ll1111111111111111�11I�11�IIIIIINII —.... —�.r.. ny 1 r'..:..r "wa. :".Ir a.!-. 6^.� !.63JQ':'k'�L'ft'Y'o-.a&'d4JC`.ao:..lrr�.a PLAN _L FGE_ND OCC EXtS RNI. LOW WALL - REFER 10 6/4 r� Restaurant REFER TtX INTERIOR ELEVATIONS NEW Y-6" HW.H LOW WALL - REFER TO 1/A4 I Co. CBOARD INASIONAD NDSTALLED 8IED ,O � CONTRACTOR 1"08( I'FET WAY ( < WALL END TRIM - REFER TO :/AB.O E.AGAN. MINNESOTA 55t2t i" 11 ,R cxTILE - REFER TO SHEET A: . (661) 994-8806 NEW -ASHIER CA8INET; - PROVIDED ANr NSTAI LED Or OCB CABINET DIVISION WHIR To ELECTRICAL DRAWINGS F% ADDITIONAL REQUIREMENTS OiTAINLESS STEEL CORNER (;',)APD - SUPPLIED BY OWNER AND INSTALLED BY :GNTRACTOR - REFER TO 4/A61 0 I:AIST,NG BuFFEi CABINET To REMA11+ ,EW COUNTERTOP TO BE SUPPLIED ANI NSTALLEO BY OC8 CAWNET DIVISION . REFER TO EOIJIPMENT, ELECTRICAI AND ME,:k,ANICAL DRAWINGS FOR RECONNECTIOI• X UTILITIES TG RELOCATED CARINi- FQUWMENT 'ABINET DIVISION'S SHOP DRAWINGS - I !EW BUFFET CABINET - 4RIFr an'•, - .L. UPPLIED AND INSTALLED 8( OCR CABINET II VISION i TAINLESS STEEL END IAJARO - SOPPLIEE Y OWNER AND INSTALLED B1 CONTRACTCI e \/ REFER TO 2/A61 I U W WNrt TRANSITION STRIP IN EXISTING O TRAF,K - REFER TO 20/AB 1 +'�-' r...•- �� �.•.... EXTEND EXISTING WALL/ FURRING TO 12" ABOVE NEW COILING HEIGHT - REFER 10 4 20 20 1 1-,'Ad0 AND SHEET A 3 0 ENTRY; _ _ rum '�' 6 O I NOT USEC EXIT I O NJ USED r I C ♦ ,R g Ahl f O PRONGS IN'T I A T TONAL TNM. 7 F I ' Acl'ESSINIUTr AT THE MAIN ''� A .I A I t7O4 _ - A .) ENTRANCE UR REUSE EXISTIN.- 3 I O NOT USED Norri O NOT USED C U B 1 - — _\ --- O NOT U;ED CAR / O HAI, CORNER TRIM - REFEP TO 8,Ab NEW PROMOTIONAL()CB CABINET DIVISION AND INSTALLED BY GALLEY . Y O CONTRAOR FRAMEOARU WALL OPENING PER I D!NlN I SHOP DRAWINGS MOUNT 6'-0" AFF TO O 07-5—T 7 (, 4 CENTER OF FRAME - VERIFY WITH OWNF,R E 0 W MENU BOARD PROVIDED BY U:8 — -._ _.___ 4BINC' pIVISICM AND INSiALLEb B'I ,ONTRACTOR FRAME WALL OPENING PER SHOP DRAWIGS MN 1- - O 9 ! --- - FINISHED E LING TOT OP 1')F Fr+A►8 El OW 2 O 1 B�T I 10 vt?Ifiv NTH OWNER V ) O°0 \ (/'%0) 2 C�Z� Cil A to _ A6.1 CNE 0 CARPE °PEER TO q y- A o _ ell T \ -� c 10 IO 7 3 GENERAL NOTES II � � V670P, 5n1 BEV AGE /J GENERAL CTOW TO PROVIDE AND im5 ALT LALLL WALL G BLOCKING AND BACKING. VERIr`r /� LOCATION WITH BUFFET'S, INC 6.0 U + CONTRACTORS - T � V/\ J �- v� O� PROVIDE AS BUIL 0 DRAWING TO I-,o B O BUFFETS, INC. AT THE 3 �I3 f; 51m 9 000 C0t1PLETION OF THIS PROJECT -- DO NOT SCALE THIS RAW'ING, IM b 0 0 O �� O IF THERE ARE ANY 00� 0 / 001 DISCREPANCIES CONTACT THE O , OQ ARCHITECT 00 — 00 - UNLESS NOTED OTHERWISE 0 Io 7 QI tN , ' Od ALL ONDE TO RL-MAIN EXSTIREFER TO DEMOLITION 100 10 PLANS REFER TO A2.2 FOR FL-00W q / FINISHES c. -0 Dr__ L-i 17 ? 000 9 J6.0 BAKERY DE t 10 i 1-.700 I i� —�-- 10 _ fCARPET REFER ro (v?L�I.INN IO10 5 ' _ 10A� R 2 '� MICHAEL SOHN MUMn O DRAWING SYMBOLS1. Piph � I 6 0 f . f.VNSiN. PROJECT NO RUF.2.16-01 VERIFY y N I n,_i. b IFr 'N TIED DRAWN BY M.W A A% CH[CK[D 91: J iUL1ANI 13 _.�..-_.._-..-.- q E T SVG DA E. F II h 7 06-lO-OS � 10 10 NFW STUD WAIL - i:ONSTR, OWNER REVIEW ' AMC) HEIGHT AS NOTED ON KA. RID ANO PERMIT 05-17-03 OI2 TYPES SHEET ASO NEW STUD WALL - HEIGHT e 7 NNE ON �PLATED ON 60 WALL "VE SHEET A50 0090 ', i 'vPlf_AL FICrOR Of•41N -I'I'I��N U1fE 1 rPICAL "LOOR SINo. r r 's, 14"4E1EP INDII A II0N s rtF,A!e'N 'N f,:..A'I„N K)I �--- r/��J'�� ROJLC'T LOCATION: �l Y.i—�r� *Al, 'IPE INDICA TION ""”" . -ARD CD R X( k,ED NOTE - REFEP !'I Pt AN IIIN. OR304 t - SHEET NUMBER / TITLE 4`. 'IDN RIDICAhON 09TH ILA #FLOOR PLAN riwv 13500 A2.1 I:, MEC7003-0033F 3., NOTE`; ANL) DETAILS __._...._..,.�__-------_--- --- 0 ' FLOOR PLAN - --� - .41111111111111NOTICE, IF THE PRINT OR TYPE ON ANY I I I III I I I I I I I I III III V I I III III X I I ! III 1 h V I I ! III III I I III I!I III III III III III I I III III IIi 11 1 I IIIIMAGE IS hOT AS CLEAR AS THlS NOTICE. fV] _ �l_ I I IS DUE TO THE UIJALITY OF THE. Na." ORIGINAL DOCUMENT �-�� ---- --- --- --- - - IIti-IIIXIII illi u1i iilllllli iill�iiii iiulii►i illi I11i 1i'll Ili iii11111i iii1I1I1iIli11lli1i�il111111,11111►i1illil111iIIIIIIIi�iI11'11;l!I lll►Ili�illllllli illllllli�illllllli iulllll�illl IIIIIiIIIIIIII ill,l»u �uL�ui�ll� iullu�`u>�luuliliiiKil DRAWING LEGEND OCB FL OOP PATTERN LEGEND Restaurant aEhf b;t #803 CO. t G'RIG'10 N804 1460 BUFFET WAY c'AGAN, MINNESOTA 55121 (651) 994-8808 $IANCO #80! I IN5TAI_L NEW BA5F TILL Al A I • WALLS ADJACENT TO Nf.W TILED f=t OQR. BASE: TO BE 6"x8" "NERO". 12EFER TO A5.0 1. NEW TILE FLOUR TO RECEIVE NO. 1001 TRUSTY STEP ANTI-SLIP FLOOR TREATMENT, RESER TO A5.0 ARPET TG TILE TRANSITION STP'P r.t F: rO 20/AB t 0DINING ROOM TO RECEIVE CARPE I REFER TO ROOM FIMSH SCHEDULE OI'MISTING QUARRY TILE TO REMAIN A®INET BASE - REFER TO 01':6 (A87NE 1 14VSION SHOP DRAIMNG5 1 i i 1 r I I E i 0oATTERN :TART POINT + \ 5 Of XISTING RECESSED FLOOR MAT f 1 T-r -7 I 1 I I II I —A - -. _ . I GENERAL NOTES - ARIFALL uEOLSTAL LOLATIJNS WTH CABINET MANUFACTURER'S SHOP & EQUIPMENf DRAWINGS DRAVA - IF THERE 4 -- AND DISCREPAGo NOT NCIES CONTACT LE THISLATHE ARCHITECTARE REFER TO INTERKIR ELEVATIONS AND ROOM FIMSH SCHEDULE FOR ADDITIONAL INFORMATI'IN hil r-- I I I i I 4 L .. Trr- F7 4 I i II I I - I Ii�, 1 I Ili_, 1 NO FLOOR WORK IN THIS AREA - TYP. w -- — 4 a MICHAEL JOHN W!I_Na1S I NO FLOOR WORK �. IN THIS AREA - TYP. VP0,ECT NO BUF12:6 rRAwN Bti M.w.A NECKED Bt: J. SULTAMV I I' .15311[: 1 7 )*N[R R[VKW 06-10-OS _. RID AND RRMIT 06-17-03 — I IREVI3110Ns DATt: — I ' I I' I I �I I PROJECT LOCATION: ' TIGARD►, CSR OR304 SHEET NUMBER TITLE: v PINI PLAN AN RLJP2003-0A2o2 0378 MEC2003.Uo' Az z I/4. - r._0' ,. FINISH PLAN I IL Li NOTICE IF THE PRINT OR TYPE ON ANY I I 1 I I, I III III I I III I,I III I I I I I I III III I I I I I I III III I I I I I I III III IhI I I I III III lI III III III I i�l I I III III I I I I I I III I I I�I I I I I III III l i i l i l III VIII I (l-T °��l (K11� IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT'IS DUE:TU THE QUALITY OF THE N.Je &'X•r'" ORIGINAL DOCUMFNT $ 8L 8G LL 8L' Z f6 EE I L IL Of, 8[ 8t LT 9T 9I 61 l t LT TT T 8 8 L — 9 9 4 c 3 1onus I►�III�IIS►1�����-�I�IT���(��I�I►SII�I�►T��I��I►������II�(I.IIi�II�I��I�I�iI►I�11I�I�III� I���iI�1���I��I���� IIIIII�I�►��►�����������f VIII ►IIJII�� III�IIII�i��II I►IIi�I�� ���Li►��► ����i��T����►���i►1�l�ull��ll�IIT�����I �� l a FLAN LEGEND 0(, 3 NOT ISED I Restaurran • NsrAl sew RE'--I RITY cAME RA . •_--• - -. : NEW EXTERIOR WALL MOUNTED SIGN ".' : :. •.� kEI7ER TO ELECTRICAL DRAWINGS AND CXTERIOR ELFVATIONS 1460 BUFFET WAY e EXISTING PUBLIC RESTROOM SIGNAGE TO BF E.AGAN, MINNESOTA 55121 • REINSTALLED WHERE SHOWN (sBl) 904 8606 •:• +:• : : FI'ISTING SFEAKER • GRILL TO BE i • ••• •• INSTALLED.ND PAINTED P-1 - REF0- ' ' A50 STING RECESSED CAN TG BE REINSTALLFC / 45 PAINTED P-1 Pit.FR TO AS0 AND ECTR,CAL DRAWINGS &STALLED ILING GEn. START P"T EW BOUH TABLE PENUANi LIGHT TO F, AS SHOWN - FIXTURE TO BL CENTERED OVER TABLE - REFER TO FL.ECTRICAL DRAWINGS O ,,TENO EXISTING WALL/FURRING TO 12- ­)VE 2"­iVE CEILING - REFER TO 14/A8' d �W OD i:XHAUST HO - REFER TO Z 1 3 -T I;i;HANICAL DRAWINGS ( 1 1 I .y TRACk LIGHTING - REFER tr- MOUNTED Y-O" EW 3 3 ~;rF N BAR SOFFIT OFF TGAND SNEEZE GUARD �,JPPLIED BY OWNER ANG INSTALLED E! immp - ___ 1 NM -'- r _.. _ 77-4-'"-.. _ .-.._- « . L - E i0 18lAd J AND A2 U FOR T `-_ _ I ll`H, 1l l N REFER __._. --- ... -----�--_--_-- -- f._...-'.- LC)ATI ON ! - --- - W HEAT LAMP - S;JPPLIED AND 1NSTALLEi r ' } I C' B ELEC'RICAL CONTRACTOR - RET ER TO O ELECTRICALBT50RAWINCSFINAL CONNECi1UN F ^� {.r Y It Y. \.. I • �, i NEW INSTArONNLED B 1 fLECttt, INC AL f G FINAL \ I i Q P i � � � I � r � OINSTALLEO BY BUiFEi'S, INC - FINAL �) ___ CTOR NO CEILING WORK kFFER TO ELECTRICAL DRAWINGS — � t - BE IN THIS AREA - TYP. ��'"I N"„G LOCArIOONN OR DIRECTED LEBY At 7 TYP -- - i LOCAL FIRE DEPAPTMENT _ - (� • •_,_ -- - _ .- _- V B CABINET SPENDCO EVISIONEZE AURREFER TO LIEF SUSV. CEG. SYS. 'B' RUCTURAL DD `✓ O 8'-2' A.F.F. F B — - 1 II TYAR P } _ 1 DASHED LINE INDICATES I'EILIN4 TILE D --I---- I I b C I �.� I r ! I 4 I Y( OEXISRINGSCROWN MOLDING CARrS OR S- SAND h PAINT 0 I �j i \-� • O- R 0 INTERIOR ELEVATIONS )OG.� II I vC�' I EFEP T L_ -J _ - _ i _ -..__.�.-._� _ W AI AN1 LIGHT FIXTURE. - __ 3 - r---- 9 NE,* NTRACTORE TO NST ; WHERE `MOWN . �-' M . A• i II _I II / > A iFrER TO ELECTRICAL jRAWINGS - BO1TOu �• FIXTURE TO BE AT 7'. +" A F F -- I (I r I Z I I, , NEW SOii1t TO MATCH EXISTING - REFEP. 1 1 h I �/TO INTERIOR ELEvATt NWS - VI.F. SUMT �►� n GENERAL NOTES � �— -- -- Y - -- - r - - REFONALOCE E H MCAT DRAWINGS FUR V ,-- - 6 •� • • 1 PAINTING CONTRACTOR TO PAINT . LE�ANDrHT SPEAIKERRGRIILRLES.�NGS, a.,+ rPICAL TYP TYP v + I { \��\ {'� 0 � xTUREREFERLOCATION TO IIN•RELATION TO2/AG.1 FOP CEILING -4 3 8' -9 I/ " 9 / 4 10" ,IDS 1 kEFER TO ASO FOR MATERIALS AND TY? OOBA I - I MANUFACTURER'S OF CEILING TYPES r 1 8'-? I 4" $ - ALL CONTRACTORS TO PROVIDE AS-BUILT g 53'-9 I/2" _ INC A THE I q REDLINED DRAWINGS TO BUFFS COMPLETION ECTR CALL CONTRACTORSUPPLIEDLAMPS To `/ BE INSTALLED IN ACCORDANCE WITH BUFFETS. TYP- (� — YP \ 4) INC SPECIFICATIONS ELECTRICAL CONTRACTOR IS RESPONSIBLE - RE-INSTALLING EXISTING EMERGENCY LIGHTIr. 't EXISTING LOCATIONS OR AS DIRECTED BY L l'1 FIRE DEPARTMENT YP \ - RAISE LIGHTING CONTACTORS IF EXISTING i - _.- __._ I. rEILING __•! LOCATIONS BECOME EXPOSED AFTER RAISING t T MECHANICAL CONTRACTOR TO VERIFviHE NEE: • I _ I ,i RAISE DUCTWORK WMEN CEILING HEIGHTS APE BEING RAISED - -� .1 / - Ei -- I I } - CONTRACTOR TO LAYOUT SNEEZE GUARD BULKHE NG 18 17 _-_.. _-- W__ - __ __. _.._ I _ , I �� - - BEFORE THE HE CURBSHARE POURED, TEMPLATE - I ( I } I t+1 --�-- I -}- I ' ( ( SNEEZE GUARD DIMENSIONS E P�ARE DCR TE AL AS Ea - 1 I T ELATES DIRECTLY I BAF W. ,CLG. SYS. '9' - _ -- — ) 1 f a y � crrT �3 p, _+_"_ i '—�'. -��-->�-� O -•8' ArF•.F. 1---- -----•}- I I � ' ! - I k 1 I ; -(�r � {�. ,T� � T � I_- -_ - __ __-_ -- ._ - ---_ -' • - DRAWING SYMBOLS T COLUMN GRID-UNE GRID-LINE Y . SYS 'A' ! �r INDICATION R - - SECTION INDIG ON — _ ��y .G I I � i � a. •`� P ROOM NUMBER 1NDICATI , -- -- - --.�. -- 6� _ T RELCXATEp EXISTING RF'' ROOM SIGN j p S - _ -._.,.- ---- 1 -- lr - - _ Y I _ • - H BR FESIGNAGE EA OF O- VERIFY Jw ELEVATIONS INC ELEVATIONS AND ' hTY� I �� BUFFETS. INC AND BUFFETS. I SII DINING --�- �- � � Pi,i TYP REFERENCE INDICATION �� 14 4r h j { � TEM NUMBEPREFER To AN LEGENDF,): OOF�k� " 45'-5 3/4 - - —�-- _ i _ — - _ � 8-3 — I/ _ 7/8" 3' 13 C40 y 0 - - - { TY 0 I I Ebv 6 YF TYP TYp I _ ARC A l01--8' F. I ; O MICHAEL JOHN TI .F> WILK�US 511SP. CL(;. SYS. 'B' e ' ' - O 9'-8' A.F.P.AFI - O CEILING WORK N THIS AREA - TYP. PROJECT ND. BUi2226-01 BA ET NO CEILING WORK DRAWN BY Y.W•A. CHECKED BY�1'$ULTANY' IN THIS AREA - TYP. I -- �._.._ DATE: OWNER REVIEW 01l-10-OS SUSP. CLC. SYS. 'B' U� Is _ A �•_'r A.F.F. BID AND PERMIT 01l-17-OS 0090 I - - - _ [REv151or+ -_-.DATE: i 1 Q 1 I PROJECT LOCA T ION: Ti�Ar�c�, c)R 3 OR 304 SHEET NUMBER / TITLE n I * A3.0 g - �yiuc 1 so CEILING-fel-AN Pacific Hwy.13500 i 1/; BUP2003.0U376 MEC2003-0033E REFLECTED A3.0 B of 32 CEILING PLAN NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III V I I I I I III I I I II I I I I III III III III III I I I�I I I I I III I I I I I l I l III III I I I I l III V I I I III III III I I III III I I I I I I I I III I I I I I I I I III III I I L>U4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �- I---_ -I 1 ---I I-- I. �___I--- I_!�L-I---_ I-4�-I-_ -I I �1._I I I I . 1 I ► 11._! I �1._ bL_!_.��_ }y� a , IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT [[ddS �L 9�G LL�913 L I t6 g6 6 tiG OL 61 et Lt 9t 9t ft St Gt ! tit I t I 8 9 L 9 q S I e t�uR IIIIIIIIII IIIIIIIII�IIIIIIIII�IIII II III1IIIIIIII��I�I hill 1I�l Il II1IilIIil��1li►III�III��IIIIIIIII�III�II�II����IIiIII�II�I��IIi IIII�IIII IIII�IIII IIII�IIII II�IIIIIIIItilillll lllltll II�I�Il�11lIlI�IW�ill Wl�l�llllllll�llilll�II 1111111 •: OCB _ nest'aurant Co. 7.0 ••• • 1460 BUFFET WAY u� EAGAN, MINNESOTA 56121 • .• (661) 994 8608 2 S 4 d. I 19 I I I wI I I ( C=_. I I I I 6 I I II it I ! ! I 0 ` I 3 I I I I I � I II I II I I i 10 1 i t I t r 9 T ! I I Ci I I I I ! I I I I I I I I I I ARCHITECTURAL. ROOF PLAN - _. -----__ A4.0 - r� , NOTE: l SEE STRUCTURAL DRAWINGS FOR LAN LEGEND GENERAL NOTES REINFORCING AT ROOF -- - - v - -- -----_--- _ _ - -- ----_- -_- --- - -_-. DECK OPENING --- - --___ ! I CRICKETS IN ROOF vi RIGID IN�ULAIIUN 181' ROOFER) AT R.T U CURBS AS SHOWN T - i O ENSt;RE POS;TI VE DRAIN VJE AWAv FROM R 1 V ANp T(I RC1pF DPAINS - SLOPF 1/2� PER VERIFY ALL ROOF TOP UNIT SIZES AND LOCATIONS WITH MECHANICAL I'-0 - TYPICAL + AND STRUCTURAL. DRAWINGS. _+ HINGE KIT BEYOND BY O EXISTING ROOF TOP UNITS TO REMAIN - VIF MANUFACTURER EX15TING ROOF TOP UNITS, FANS AND SUPPLY FANS TO BE REMOVED O NEW EXHAUST FAN - REFER TO 2/A40 BY HVAC CONTRACTOR EXCEPT THOSE INDICATED AS EXISTING FIELD VERIFY LOCATIONS EXHAUST FAN WITH HINGE ! O NOT USED KIT AND HOUSING BY I REFER TO STRUCTURAL. DRAWINGS FOR ATTACHMENT OF INTERIOR MECHANICAL EQUIPMENT O NOT USED ROOF SUPPORTED EQU.PMENT ® ROOF STRUCTURE / DECK SUPPLIER - VERIFY TYPE WITH MECHANICAL DRAWINGS O DASHED LINES INDICATE EXTENT OF SNEEZE GUARD OR HOOD BFI.,-)W DF(_K REFFF, In ALL DIMENSIONS FOR EXTERIOR ROOF MOUNTED EQUIPMENT ARE TO r� n A}O FOR EXACT LOCATIONS - REFER TO STRUCTURAL THE FACE OF THE SHEET METAL CURBS ---- - -- ,*VENTED ROOF CURB - J NOT ustD I , jBY MECHANICAL- EQUIPMENT I O NOT USED ~~ MICNAE JOHN SUPPLIER - PROVIDED ODEM)SING WALL. BELOW - /)F WI S ONLY FOR EXHAUST I FANS #1, #2, AND #3 I ,n ExIST1NG rARAPE) - v IF u 3 q CAULK- CONTINUOUS I „ NOT USEr, , FI AROUND PERIMETER OF I CURB t; NOT USEG �+ CONTINUOUS ANCHOR ` �Cii 4 STRIP • 11 EXTERIOR WALL MOUNTED SIGN - VERIFY HEICHI WITH LOCAL CODES'AND / REGULATIONS - SIGN MANUFACTURER TO SUBMIT SHOP DRAWINGS a01ECT NV 8UF2126-OS a � CONTINUOUS METAL- I DRAWN By Mw.A. FLASHING I r CHECKED By 1. $UITANY ANCHOR ROOFING FELTS .____. TO CURB WITH ISSUE. DATE: CONTINUOUS ANCHOR owMEa R[w[w oe-lo-os -- - S TRIP - �_ !10 AMU PERMIT 06-17-03 -INTERIOR ROOF SUPPORTED EQUIPMENT R[VISION: DATE: FQUIPf IFNT DIMENSIONS WEIGHT _..__� _._ - HOODS #1, #2, #:3 EXIST. EXIST. HOOD #4 EXIST. EXIST. HOOD #-' EXIS1. EXIST. HA= IK 77r r EXTERIOR ROOF MOUNTED EQUIPMENT -_`__� _------- ----_- EX15TING ROOF Pacific Hwy 13500 CONSTRUCTION EQUIPME-tIT CURB SIZE ROOF OPENING SIZE 1 WtIGN 1 BUP2003-00376.MEC2003-0033E 5" VERIFY DUCT SIZE 3" MIN. - H.V.A.C. UNIT 1 Sof 32 I- - --_-- -�— �.--_--- � # EXIST. EXIST. -EXIST. I? MAX. WITH MECHANICAL I2 MAX. FIBER CANT H.V.A.C. UNIT #2 EXIST. EXIST. EXIS T, 4. EXISTING ROOF DRAWINGS - H.V.A.C. UNIT #S EXIST. EXIST. EXIST. PROJECT LOCATION: CONSTRUCTION WOOD BLOCKING H,V.A.C:. UNIT #4 EXIST. EXIST. EXIST. ANCHORED TO ROOF - H.V.A.C. UNIT #4 EXIST EXIST. EXIST. 'i FILL FLUTES W/ �� DECKING- CONTINUOUS - EXHAUST FAN #1 EXIST. EXIST. EXIS1. TIGARD FIRE STOPPING,,/ AROUND PERIMETER - EXHAUST FAN #2A EXIS' EXIST. EXIST. O MATERIAL �-_. TAPER BLOCKING AS - EXHAUST FAN #26 EXIST. EXIST EXIST. C�R3O4 TO KEEP FAN LEVEL - EXHAUST FAN #,3 EXIST EXIST EXIST. •OR304 s K[:EP ROOFING EXHAUST FAN #4 EXIST EXIST EXIST SHEET NUMBER TOLE SURFACES FLUSH FROM - EXHAUST FAN #5 EXIST. EXIST. EXIST. INSULATION TO BLOCKING - EXHAUST FAN 6 F)(15 T. EXIST, EXIST. 1 E*4"T PAN x /2• 14 3 NO u11� I ' ILII p I�r 18 I/2" IB ( I/2 x14 I f?" 34 u _. CA4.0 RWAU61 PAN 0�00"t"Al SIJDPI. r FAN _. _� _ f •i. i EXIST. EXIST. A4*0 M.0 _ ._.____ __._�_—., REMOI L- 12tFRIGFRA T 10N iJt�N I - ATC _ _. e T. t 1G(.t HATCH F �I"1. EXIst a XIS I -- - - — I RVOT -S5 _. . ._.._._._.__ .._._ ...... _. ROOF PLAN NOTICE, IF THE OR TYPE ON ANY I I-I I �I I I I � I I I � I I I ( I I I I III I I I� I -III-`� - I I I I I I I I I I I I I !III! i 1 I I III III III III III III t IMAGEISNOTAS CLEAR ARASTHISNOTICE, IT IS DUE TO THE QUALITY OF THENo 36 - — ORIGINAL DOCUMENT B 89 9S LZ-9Z Z 'bZ E]Z C I IZ UZ 8I 8t Lt 9t 9I 6t Et Zt tt` t 8 I i8 lL I9 (9 I fi �g�� raT ILII ILII IIIIIIIII ILII IIIIIIIII ILII IIIIIIIII III�IIII IIIIIIIII Illllllll�lll�lllllll IIIIIIIII IIII�IIIIIIIIIIIIIIIIII�IIII�IIII ILII ILII II I llll�lllllllll�llll I111�11111111111111111111�llI�IIIIIIIIII!!II!!IlIllU11�11i1llllllll�llllllllllllJllll►I�II►IIII�1l�lll I� III IN MATERIALS AND MANUFACTURERS R6*, w_rm,8 _ _..._.... ....__ �staurant ROOM -LO(Xtg: (T�-E CONTRACTOR TO 3UPVLY ISE AMU, PREPARE ANC LEVEL FLOOR) Room ROOM TITLE � Fi.00Rs BASES WALLS CHLNGS jREMARK3 �. FLOOR TE-E: .yl a . Co. TLE 'A' - 120)(12" #804 "GRIGIO" - BY DALTILE TILE '8' - 12"Xt2" #601 'BIANCO' - BY PALTILT `r m j � TLE 'C' 1?"XI?" #803 "BEIGE" BY DALTILE 1480 BUFFET WAY EAGA �.. �� N, MINNESOTA 55121 *NOTE: REFER TO 20//A,80 - GENERAL CONTRACT"OR TO PROVIDE SLIP SHEET Al Ai-I- FLOOR JOINTS Fl TILE NON-.Slip ADDITIVE: Q oa I- 1- (851) 994 8808 ... ;. NO. IOUI TRUSTY--STEP ANTI-SOP FLOOR TREATMENT (I-800--323-0047) � BASE TILE: `t 6"XS" #CPll "N-RO" -BY DALTM_E - WITH COVED BASE > V fllE GROUT: (TILE CONTRACTOR TO SUPPLY GROUT, AND PREPARE AND LEVEL FLOOR) 4 U , TILE GROUT - #47 CHARCOAL - BY MAPEI OR k35 MOCHA - BY LATICRETE I I 1 w m a LL' I I CW �j 1800-?43 478$ 4 4 U U U Ui U U v CARPET FLOORING: � r � � � CARPET FLOORING - LEES VITRAL MODULAR "MOUNTAIN BEAUTY" DB783-0042A - (CONTACT BERNIF BRAEGEI.MD,NN AT BUFFET'S, INC. I-651-365 ?714) a U ' w �, J 1 I I 1 I I I ! ! I I I I I Z CARPET WALL BASE - KARASTAf4 SISALTEC II k$glgO "BURGUNDY" - (CONTACT BERNIE BRAECELMANN AT BUFFET'S, INC. 1-651-365-2714) w �, �1 Ul X d Q x 7. 1RANSITION STRIP �- 1- r C w Co U w > > ►- a i, v- r- r r- 1-- io v-- i, �- I-- _u X71 U 1 2 3 4 5 6 7 , 11213 4 3 1 23 4 S 6 7 ' 8 4 10111_12113 14 IS 15 f7 18 1 2 , 3 4—, 5-., "KOPPE" - #154 SHORT TONGUE - "BLACK" - (ROPPE, 1602 NORTH UNION STREET, BOX X, FOSTORIA, 01110 +4830, 800-537-8527) 12 EXISTING 41 1 2 1---- - - - - - - - - - - - ---- - 001 ENTRy _ ALUMINUM DIVIDER TRACK: _ _ ._ "U (UNIVERSAL MOLDING COMPANY, 10$07 STANUFOR "UNIVERSAL" -- MODEL A2132 - 002 QUEUE•-UP 1 2 1 1 2 I EXISTIFJG - ----- .D AVENUE, P.O, BOX ?g7, LYNW00D, CA i07Ei2, ?13-636-072!) _ - _ _ _ - _ _ _ 003 0_04 CASHIER I 2 _ I I ? I 10 -8" _ _ _ _ 004 WALLS. 005 BUFFET -- 1 2 3 I 1 3 1 14 17 1 VARIES VINYI WALL COVERNGS: REFER TO CELNJG PLAN FOR HEIGHT VARIOUS LOCAtiONS 005 VINYL WALL COVERING 'A' - VERSA WALLCOVERINGS - BRECCIA A45-6% "ROCCA% VERSA WALLCOVERINGS. P.O. BOX 3215ci, LOUISVILLE, KENTUCKY, 40232 006 DESSERT 1 2 3 I I IO'_8" 006 VINYL WAIL COVERING '8 - CONTACT BERNIE BRAEGLEMANN OF BUf-FFTS, INC. AT 651--365-2714 - - -- ---- -- - _. - _ _ _ - �_-__� _-_�_�-_--_ _ -- CLEAR SILICON- CAUI.K Al ALL HORIZONTAL. AND VERTICAL JOINTS 007 BEVERAGE __ 1 ? 3 I _ t 10' -8" _ _ _ 007 (-FRAMiC WALL TILE: 008A DINLNG _ 4 7 I ? 2 VARIFS -' REFER_'(0 CEILING PLAN FOR VARIOUS_ -HEIGHT LOCATIONS 008A CERAMIC TILE 'T-1' - 4 1/4" X 4 1/4" 3E MI "WI-NTE" 0100 - BY DALTILE 008f3 DINING - 4 ? 1 ? 2 VARIES r REFER TO CELNG PLAN FOR VARIOUS HEIGHT LOCATIONS 0088 CERAMIC TILE -T-2' - 4 I;4" X 4 1/4" SEMI-GLOSS "GEORGIAN" 0163 - BY DALTILE CERAMIC TLE 1-3' - 4 1/4" X 4 1/4' SEMI-GLOSS "ANTIQUE WHITE" X125 - BY DALTILE 009A BUS CART 5 _ _ 3 1 17 ? EXISTWG_ _ _ OOgA CERAMIC TILE 'T-4' - 4 1/4" X 4 1/4" SEMI-GLOSS "IGF GRFY" K176 -- BY DALTILE OU4B BUS CART - 5 3 I _ 17 ? - EXISTING CERAMIC TILE 'T-5' - 4 1/4" X 4 1/4" SEMI-GLOSS "MAJORCA" 0145 - LAY DALTILE - - -- - - -- - - - _ OO9C BUS CART _ 5 3 t _ 17 2 EXISTING CERAMIC TA-E •T-6' - 4 Ij4" X 4 I/4" SEMI-61-055 "MEXICAN SAND" K174 -- BY DALTILE 010 - - 010 CERAMIC TILE 'T-7' - 4 1/4" X 4 1/4" SEMI-GLOSS "MUSTARD" DM12 - BY DALTILE BAKERY 5 3 I 13 14 15 16 I 10-8" CERAMIC TILE 'T-8' - 4 I/4" X 4 1/4" F-F S11VA "AMBER" 0107 - BY DALTILF ' CE2AMiC TILE 'T-g' - 4 1/4" X 4 1/4" SFMI-GLOSS "FAWN 0136" - BY DALTILE _011 GALLEY _ I 2 3 _ 1I 1 T 115 I 10'-8_' 011 CERAMIC TILE 'T-10' - 4 I/4" X 4 1/4" SEMI--GLOSS"DESERT GRAY" X114 -- BY PALTILL 012 ---HALLWAY T_ 1 2 1 _ 1 2 t 10--8"_ _ _ 012 CERAMIC TILE 'T-11' - 3" X 6" FESTIVA "SIENNA" OF20 - BY PALTILF 013 BANQUET _ 4 2-,-.---- 1_2 2 EXISTINGi - - 013 ...�... CERAMIC TILE 'T-12' - TO MATCH EXISTING - CONTRACTOR TO VERIFY WITH OWNER TYPE OF EXISTING, C.T., THEN CHECK ON SITE FOR SPARE -TILE. - - -` - - - — (T-12A - ANERICAN OLEAN 4-1/4"X4-1/4" - #58 VELLUM) (T-12B - AMERICAN OLEAN 4-1/4"X4-1/4" - #87 ALLOND-MATTE) CERAMIC TILE 'T-13 - 4 1/4" X 4 114" SEMI GLOSS "ALMOND" - BY DALTILE CERAM16' TILE 'T-14 - 4 1/4" X 4 1,4" SFMI G1_055 "WILD ROSE" - BY DALTILE CERAMIC 'i0 f ;ROUT; (TILE CONTRACTOR TO SUPPLY AND, PREPARE AND LEVEL FLOOR) CERAMIC TILE GROUT - SUMMITVILLE UNSANDED GROUT, 5-687 "#qOg FROST WHITE" (1-330-223--1511) `- - -- SUSPErJUEI CEILING S`,STEM 'A CEILING TILE A' - "FR,OST CLIMA-PLUS" 24"x24"0/4" - CLASS A - ITEM NO. 4g0 (USG INTERIORS, INC., 101 SOUTH WACKER DRIVE, CHICAGO, IL 60606, 1-800-g50-3838 CEILING GRID 'A' - "DONN DX" - TO BE PAINTED SHFRWIN WILLIAMS "TRILLIUM WHITE" PRODUCT CODE 830\251 - (FORMULA: Y3-+Il, R4-+II) SUSPENDED CELL INC SYSTEM 'B': CEILING TILE- 'B' - "FROST CLIMA-PLUS" 24"x24"0/4" - CLASS A ITEM NO. 4g0 (USG INTERIORS, INC., 101 SOUTH WACKER DRIVE, CHICAGO, IL 60606, 1-800-C150--383g CEILING GRID '8' - EXISTING GRID TO BE PAINTED SHERWIN WILLIAMS "TRILLIUM WHITE" PRODUCT CODE 830W25i - (FORMULA: Y3--+11, R4-+II) SUSPENDED CEILING SYSTEM 'C': GENERAL NOTES CEILING TILE C' -- M.D.F TEGULAR EDGE - 10 BE PAINT SEMI-GLOSS ENAMEL SHERWIN WILLIAMS "TRILL-IUM WHITE" PRODUCT CODE 830\251 - (FOR�'iULA: Y3-*II, 124-+11) CEILING GRID 'C• - EXISTING GRID TG 6E PAINTED SHERWIN WILLIAMS "TRILLIUM WHITE" PRODUCT CODE B30W251 - (FORMULA. Y3-+11, R4-+11) CEILING TILE 'D': I YE.RIFY ALL FWM 5 WITH INIERIQ,g ELEVATIONS. CEILING TILT '0' - "CLIMAPi_US, VINYL" 24"X,24"XI/2" - CLASS A - ITEM NO. 3260 (USG. INTERIOR INC, 101 SOUTH WACKER DRIVE, CHICAGO, IL 60606, I-800-CI50-3838) 2. PROVIDE EPDXY GROUT (100% SOLIDS) Al ALL AREAS IN KITCHEN AND BUS CARTS. PAINTS AND STAINS: 3. ALl_ INTERIOR FINISHES TO COMPLY WITH LOCAL. CODES AND REGULATIONS. PAINT APPLICATION METHODS. " PROVIDE BASF PRIMER "SHFRWN WILLIAMS" #851 W 20 PROBLOCK LATEX - IN TINTED COLOR TO MATCH FINAL COLOR -- SAND SUFACE THOROUGHLY WITH 2206 TO 4. ALL DECORATIVE MATERIAL-S SHALL BE MAINTAINED IN A, FLAME-RETARDANT CONDITION. GIVE PINL51­1 A BASE TO ADHERE- TO - CLEAN SUFACF THORUUGF!LY OF ALL DUST AND GIRT -- MASK OFF AR:AS NOT BEING PAINTED - APPLY ONE COAT OF THE PROBLOCK PRIMER 5. IF DISCREPANCIES OCCUR BETWEEN SPECIFICATIONS AND ROOM FINISH NOTES, NOTIFY THE ARCHITECT FOR RESOLUIION. - ALLOW 30 MINUTES FOR PRIMER TO DRY - NO SANDING 1_ NEEDED - APPLY FIRST COAT OF SHERWIN WILLIAMS #633W?51 PROMAR 200 ALKYD EGGSHELL ALLOW TO DRY RECOMMENPED TIME - APPLY SECOND COAT OF PROMAR 200 - NO SANPING NEEDED BETWEEN COATS - PRIMER IS PRY, PROVIDE MINIMUM TWO (2) TOP COATS FINAL COLCR APPLIED AS NOTED - SPRAT 6. IF CARPET OR CARPET TLE LS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NOT CUSHION OR PAD; AND HAVE A LEVEL LOOP, APPLIED TO ALL LIGHT TRIM RINGS, RETURN AIR GRILLES, SUPPLY AIR GRILLES, SPEAKER GRILLES AND FIRE EXTINGUISHER CABINETS `Er;TUREP LOOP, LEVEL CUT PILE, OR LFVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SUP.FACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 112413.2, (11248.3, FIG PAINTING CONTRACTOR TO PAINT RECESSEP LIGHT TRIM RINGS, RF TURN AIR GRILLES, SUPPLY AIR DIFFUSERS AND SPFAKFR GRILLES SHERWIN WILLIAMS "PURE WHITE" PAINT COLORS- P-1 - "PURE WHITE" BY SHERWIN WILLIAMS P-2 - "FORMICA VANILLA" BY SHERWIN ,WILLIAMS - COLOR FORMULA: y3-11, nl-3 P-3 - "FORMICA PUT1Y GRAY" BY SHERWIN WILLIAMS - COLOR FORMULA: bl-13, y3-27 WALL TYPES TYPES PLAN SECTION DESCRIPTION _ REMARKS Tm — UL L15TING #3;4 IA 3 5/8" (20 GA) METAL 51 UDS Q 16" OC WITH 5/81' TYPE 'X' GYP — FOR BLOCK AND BACKING INFORMATION AND BD -- STUDS AND GYP BD TO EXTEND 12" ABOVE CEILING LOCATION REFER TO A2.0 REFER TO ROOM FINISH SCHEDULE AND Ifllllllll., INTERIOR ELEVATIONS FOR FINISHES . a N UL LISTING #425 0(2�) 2X4 WO,00 STUD @ 16" O.C. WITH 5/8" TYPE 'X" GYP. BD. FOR BLOCK AND BACKING INFORMATION ANG'LOCATION REFER TO A2.0 - - REFER TO ROuN FINISH SCHEDULE AND NOT USED INTERIOR ELCVATIONS FOR FINISHES 5UMMA2Y OF REVISIONS: 2x4 WOOD STUDS ® 16" O.C. WITH 51/6" TYPE 'X' GYP. BD. -- REVISED MATERIALS AND IANUFACIURES LIST MICHAE-L JOHN j C w h S c t�� F.DF'J I II SCREW TOP PLATE TO ROOF- DECK FOR FULL HEIGHT WALLS. 2. SEE SPECIFICATIONS FOR WALL SHEATHING ATTACHMENT REQUIREMENTS. PRO"ECT No BUF2226 4. PARTITIONS TO EXTEND I'—U` ABOV(: f IIJISH CEILING UNLESS OTHERWISE NOTED, DRAWN BY M.WA 5. WALL FINI5HE5. EXTEND- FROM FLOOR TO CEILING UNLESS OTHERWISE NOTED. CHECKED BY, a SULIANT 6. E30TTOM OF ROOF DECK. VARIES - VERIFY IN THE FIELD. SSUE: DATE. 7. HOLD ALL 5/8" GYP, BD. 5/8" A.F.F. - ,VNER REVIEW 06-10-05 BID AND PERMIT 06-17-05 CA'I J k PkOJECT LOCATION: TICJAR D, (D OR304 SHEET NUMBER TIT( [. T A500 Pacific Hwy.13500 w BUP2003-00376.MEC2003.00 10 of 32 RM. FINISH SCHEDULE NOTES 777. --<,,,9iwn..,,...,r,mrM4�21Mbti•'" ....«."..,.>:a,. _ a ;r,, NOTICE IF THE PRINT OR 1YPE ON ANY !j 1 I j l I j l III 111 1 1 1 1 1 1 I I j l I j l I j l I I III 111 111 111 III III I l t I I III !I I I I III 111 111 III I I III III III I I III III III I I III III III III III III 111 III III III III I I f l I I I I I 1 I I I �jI I I I I I I I I 11(1 c { IMAGE IS NOT AS CLEAR AS THIS NOTICE, -_-- � � - --_-_-_- 4I �I �_ -�l ---I--- I- �r I _�� I �� �J IT IS DUE TO THE QUALITY OF THE N,X ®•....Mk ORIGINAL_DOCUMENT - 1-- $ 8 L 131E L Z 9 Z Z I b Z E Z 1 Z I IIIZ UIZ 8I I 8f i I Lr I 9�i I L t I I�l �11IJIItlll 1Ori � 6T 71I111RII ! JJ II + II `1111�1111I11u11111111111111111I11111111111111111111111, 1111 u111111111111111111111111111111 I1,1I111111,1111111111 I111uI 11111111111N111111 jIuljjll ►IIII1j1I 1j111III IIu jlu �lulLuuuu�� �h�[Iu II ;1IN i OCC Restaurant 1 Q _ Co. 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TO ._.— _.— --- ------ -- EMAIN UNLESS OTHLLPII>E r4,_ ' TLCs uEVIS10N: DATE; PATCH, 4F.PAIR AND PAINT AREA OF EXiSTINS "— ,N TO BE NT Mi VED KEYED NOTES _ _ ------------~ �,I:xISTING STOREFRONT WINL`OW ANO DOOR B., E11'I'SFU EML v' 6-.'tpp ,,L,ti- -_—_ RAME TO BE PAINTED - COLOR 01 - REFER 8 COLOR SHERWIN WILLIAMS "'VANILLIN" TO A50 AND SPECIFICATION SECTION 09900 MANUF JAMES HARDIE ONEW FABRIC AWNINGS OVER EXISTING FRAME PHONE 1 888-542-•7343 OL.OR /7 - REMOVE AND DISCARD EXISTING q NOT USFD ^ AWFEING FABRIC ( .)PRE FINISHED METAL CAP FLASHING vvV// 'OLOR "SNOW-DRIFT WHITE" T SHADDED AREA tNDICATES E%1 T1NI, METAL MANUF COLORKLAD PANELS - REPLACE WITH NEW TO MATCH 'HONE 1-800-328-•7800 EXISTING OI xISTING CONTROL JOINT f XTEPIOR MENU BOARD - SUNPL,ED Br CH I' APINET DIVISION INSTALLED BY K N:RA(•TOR PROJECT LOCA-TION: WALL-MOUNTED SIGN - SIGN MANUFACTUPFF A1NT AND REPAIR WALL AREA TO MATCH INDER SEPARATE PERMIT - SIGN TO BE �` "ISTINr, T' r r-- �� 0 SUBMIT SHOP DRAWINGS FOR APPROVA, K t x 'AUPPLJED AND INSTALLED Br SIGN MANUFACTURER - REFER TO ELF(TR1CA1 .ITB DOOR LOGO SUPPLIED AND INSTALL( OI> 114 3 V (tRAWINC,S N, BUFF(.PS, INC_ OEIFS TRIM COLOR. SUPER WHITE" OtUt FINISH SANDPEBBLE SHEET NUMBER TITLE MANUF DRrVIT PHONE 1-800-•,56-7752 COLOR "SUPER WHITE« #IGT A7e0 1 IN SH Co SAINDPEBBLE Pacific Hwv 13500 {,I MANUF 1 OR IVIT RIrVIT 5Ei-7?52 BUP2003-00376,MEC2003-0013( "HONE - REFFA ro �iAT.1 13 or 32 EXTERIOR ELEVATIONS nwm N rrrrrr`.awnw,..�..�..«.r.r.r.r...,......._ -..__- -'-- '- --'-r.�..........r.....+w..«.�......«w...�.....,..,........s....,...�.... Sk'� " _ ---- ,.,...........�•...�r.ar,.. rates....,r.wrr„ar..«arm.�u�..•......•...,..-_...."..•.. .......__.-..aw....•... «.....+......w ..t1YyILw,^' w11�ARb..a•.wA+I. NOTICE: IF THE PRINT OR TYPE ON ANY IItIIII IIIA l lllllll lllll l lllllll lllll l lllllll IMAGE IS NOT AS CLEAR AS THIS NOTICE, V 111 IIIIILI 1111111 VIII I IIiII�I VIII I IIIIIIi VIII 11111111 III I 11111111 III 11111111 III I i 11111'1 111 1 1 I}1�1,1, F]� ,((1OL4. IT IS DUE TO THE QUALITY OF THE _ _ _ _ No 36 •` ' IIII�II�IIIIIIIIIII�IIIIII�III��IIIIII II� �6II � tII J91 4t 1 i IIIII111111f,11111111 t IitllLl8u8 lGUIIII ORIGINAI DOCUMENT A111111-- IULIIIfLLIIII8I �IIItIBI�IIIIILIIF'mllI� II l9 0 't 1>; GG t7 uRl ll 11111111111 ►I�I�I IIIIIII��I�Ii� lu II IIIINII� �' :"" -'-''.--"—=- �i -• SECURE HEADER TO I OCB ' � ------`~ -- STRUCTURE ABOVE A5 _._._ .. -+ NEW GLASS DFV!DER ----}- _ SHC. ''J rwITH UNIS-fkl.'I - -`--- -+ STUD WALL BRACIN' SUPPLIED BY OCB fie1taurant AND ALL-Tr4REAP - I �r� REFER TO 16/A8.1 C:ABAJE T DIVISION BY - - REFER TO 5TRUC1URAl I � INSTALLED -- - Co. CLA55 TRACK - SUPPLIED DRAWNG5 C.ONIRAGTOR i - - • RESER '0 RODM -�` SCHEDULE 148U BUFFEl' WAY m 7 , 6" AND NSTALLED BY O(.H 3/4 _ 1,.• 6" (20 GA) METAL. EAGAN, HINNESOTt 551`21 CABINET SHOP '✓ O C�� EX TENDST® 4H" - I (851) 9A4- 8808 i ---------------7- STRUCTURE ABOVE SECURE HEADER Tp _ _ - 3/510A. StRUGTIJRE ABOVE AS " � "• 3/4 PANTED POP[AR 1R1'1 REFER 10 STRUCTURAL __6EXTEND STUDS t.ND SHOWM WITH UrIISTI2.LIT C%i TYP• + 3/4PANTED WOOD IRV / DRAWINGS GYP. BD. 12" ABOVE AN^ ALL -THREAD - l _ P-I _ SUSPENDING CELL-LNG CE-LING I REFER TO 5TRUCTURAL • • 0RAwINc.:� . EXISTING WOOD TRIM TO BE REFER TO A3.0 j ! ___._._ _- .. SANDED AND PREP TO BE - I / I• / --' - • � PANTED -- REFER TO GYP. BD. ACCESS 6" CARPET BASE ElEV'S ✓ PANEL - ALLOW FOR i -+ 5/e" TYPE 'X� GYP. BD. LOWER 24" TO BE � I REMOVABLE TO ACCESS - OVbP EXISTING STUDS - NOTE: CONTRACTOR T@- - ELECTRICAL REFER TO INT. ELEV. LA UT USMGUARD --`-- - CONNFCTION5 I I - FOR FINISHFS i - - BAR CLft TEf PLATE -'-- • MURAL VINYL I ! BEFORE THE CURBS \ � WALL.COVERING OVER -- - �' 1/-l?" BIRCH PLYWOOD 1 --ti 3-5 8" 20 GA) METAL ARE POURED �\ / ---- / - \ PANEL - SUPPLIED ArJD - - --+ 3/4"X3 I/2" PAINTED � STUDS - STUDS @ ae" IN5TALLED BY OWNF12 "" WOOD TRIM -- SUPPLIED i ( O.C. - EXTEND TO � CARPET �Up4j,.L QA, U BY OWNER - INSTALL 9TRUCTUf�E ABOVE - "" • Rtl FR IO Ir11ER10✓ t t r , -- ---_--- - ----- �+ 5/B" TYPE 'X GYP. BD. + BY CONTRACTOk - �4FL2 Tp STRUCTURAL I W36 - PAINT P-1 -- BY DRAWINGS I _-. ELLVATIQ SNTERIANT _ `` CONTRACTOR i P-2 I �• REFER TO A3.0 FOR --+ 1-nSH VARIES - R.EFER TO _ 2x6 CONTINUOS WOOD - CEILING HEIGHTS 7 _ - 9 J ` BLOCKING BY r f PAINTED CROWN / —� ROOM F145H SCHEDULE CONTRACTOR I I-IOI.DING W/ IJAILG- f - P-I _- - • 5/8' TYPE X' GYP. BD. •` �� '• SNEEZE GUARD - ---. 1 - a EXISTING WALL - SUPPLIED AND - i — CONSTRUCt10N - ' - --'--- • SHADED AREA I VINYL WALL OVE21N6' _ -- I/?" PANTED WOOL) i('Ir' INSTALLED BY OWNER INDICATES EX15TINC A OVER 4" PLYWOOD CON5N UCTION TO I �/ '� j ---• 4 x 4 TREATED WOOD + PENDANT HEAT LAMP ' / // nen Aa.o • �� POST - REFER TO PLAN b SUPPLIED AND , r - INSTALLED BY OWNER f / / � � ••' � 1 '•• � FOR LOCATIONS FINAL CONNECTION BY NOOV �'_ •t / , '6 I -- - I � PROVIDE MTL UD ~ Qd CONTRACTOR ~ �' L'RACING TO XIST. • • • - - --- -��--- r • ■ • --• SHIM Aa REQUIRED rn w ' ROOF STP TURF AS - 6 ■ ■ • "' �• BUFFET CABINET - I - NEEDED. • ■ _ •CARPET BASE - REFER TO SUPPLIED AND I i ■ \, INSTALLED BY OCL3 ba ^ - / i i NTERKJR ELEVATIONS `�� �� - -. I/?• x 3" PANTED WOOD I • TRIM � 4 � CABINET DIVISION a 6 ■ • N _ __ • BUFFET CABINET CURB a /� UODxTRIrt/? D AN�tED ED i i "" NILE FLOOR - REFER TO ` -• 2x BLOCKNG AS REQUIRED REFER TO !B/AB.I I SCREW - P-I (o ,A2.? 2■G CONTINUOS WOOD N17 • ■ • BLOCKING BY iD i - ■ i -+FIrJtSH ✓ARIES - REFER TO CONTRACTOR • • ■ ; ROOM FINISH SCHEDULE - JTEG • I I -- I "' --"~+ 3/4" x 3 I/?" PAINTED � • • • • WOOD TRIM BLIND Screw - P-1 -� _-- - SECTION sU#�RET_F�AR �a bECT I ON 0 G ALLS"r WALL o SOFA I T DET I L. All- 6 -LOW -WALL - WALL UND_TR 11„1 A8.0 H ♦A.a A8.0 CIL)3/4 �__ r O" !•.r-o 3'.f..0• 3' f-O' 3' . I-p• - - - �_-----_._.-_ EXISTING WALL r � ; -y• _ .----+ NEW GLASS UiVIDER CONSTRUCTION - REFER -- �---- - SUPPLIED BY OCB TO INTERIpR �� CABINET DIVI$IUN - G.0 ELEVATIONS FOR NEW • TO INSTAL GLASS NEW FINISHES DIS/IDER Ll --r-_------ 3/4` PAINTED WOOD _ CAP - PAINT P- I -3/a• • 3/4" x 3" PAINTED T WOOD TRIM 7- REFER ' i •\ TO INTERIOR 3/4" PANTED W000 TRIM - - • EXISTING WOOD CAP ___�_ ELEVATIONS TRIM - SAND ANC' -.�_ �. _ --- FROSTED GLASS DIVIOEF' - - PAINT - P-I + '2-2x BLOCKING - HEIGHT VARIES �, / '--- REMOVE AND DISCARD _-----. REFER TO ROOM FIN1501 3/4• PLYWOOD • \ EXISTING COVE TRIM i I SCHEDULE , I r • -2x BLOCKING -- • NEW 3/4" x 3" WOOD I TRIM -' PAINT - P-2 T O x1200M FNISH6' BASE �SCHEDULE R ---• 4x4 TREATED WOOD POSTS -- REFER TO 15 NEL); CHAIR RAIL -� WALL Co-aP DETAIL ( � � T I LK WALL BASE a PLANS F-02 LOCATIONS Ae O -- ----- — - tii�i nH " p NOT TO SCA!_E I ' - 0' .� 3' n 1-01 ---• BASE VARIES - REFER TO PLANS AND ELEVATIONS • •t • - - - 1 EXISTING CONSTRUCTION - --+ 3/4" PANTED WOOD CAP •, VERIFY N FIELD P-1 '� - \� • LXISTING CONCRE 11 SLAB _ / ---•---- I L-_ r, r------- 3/4" X 3 112- PAINTED WOOD TRIM - P--1 V POURED CONCRETE • 1/2"x6" PAINTED WOOD Twirl - - -- POUTING - REFER TO NTERIOR MICHAFI JOHN Ls� L_ y ELEVATIONS P--I N1IE S y ',� .-0 NEW VINYL WALL COVERING •!� EDEI Pt R a A' REFER TO ROOM I' ~ ' '- --- REFER TO A3.0 FOr? FNISH SCHEDULE I V7J ' 1♦ a C CEILING HEIGHTS I . - ---• EXISING WOOD SILL - TO BE SANDED AS PREP FOR ' - PAN ELEVATIONS FERPTO NTERIOP' I q • W JAMB ~ NOT USED • _ - 5/8 TYPE 'X' GYP BD. M.WA -o� • " ,AWN B,� M.W A -- - --- NOT USED _-___------------ - •4' X 4 POST DETA I L RAI SED CEILING DETAIL _ W INDO B - - NOT-__ --_-_- - OVER 2X.4 STUUS 0 6 NECKED BY. $ULTANY A0.0 I A0.0 '\r, (7•C. W% 5/8' PLYWOOD ISSUE. DAVE 1'-0" I I/2" I'-O' i -_ REFER TO iNTER10R - - -- - ELEVATION FOR. FNI34E I--- -.____�__---- _._ OWNER REVIEW 06-10•-0] 91D AND PERMIT 06-17-03 --+ EXISTING WALL CONSTRUCTION PL-FLR _ VFIRSFNGNGFELLD�RUC110N 1 --+ TO INTEP!OR ° ELEVATIONS FOR NEW - - -- - -- - --DA --- NEW FINISHES ----- TILE FLOOR THIN 5F1 IPEVISION: DATE - ELEVATIONS OVER CONCRETE SLAB I 3" / SEE A2.1 I *-- - 1/2' PAINS ED WOOL) IRR1 REFER TO INTERIOR I I — -1- - ELEVATIONS > --. TYPICAL QUARRY TILL ..•"'• •' GROUT JOINT I -. EXISTING WOOD CAF' - -~U . --- CONCRETE- FLOOR 5LAL� - i • ■ , - SASE TILE - REFER h i• __` TRIM - SAND AND � � r _ - • � + INTERIOR ELEVATIONST PAINT P--I �� -• REFER TO WALL TYPES FOP' � + 'SUSPENDED CEILING SYS TH 1 y ✓ WAIL CONSTRUCTION `\ -�-_- � _ - REFER 10 A3.0 � • 6 —' SLIP SHEET I r ' _- • PANTED CROWN MOLDING ---+ REFER TO INTERIOR ; • �XISTING WOOD COVE �J ELEVATIONS FOR FINI5flES � TRIM - 5ANO AND ~ - REFER TO INTERIOR 1 , , PROJECT LOCATION. PAINT P -I ----_ SLAB CONTROL. 'JIrJT I • . f,. • I ELEVATIONS - P-I ' • -- • PROVIDE: NAILER AS NEEDED i -' �� O - - • PAIr1TE0 WOOD TRIM AT : J JAMB BEYOND n IOR304 :r - R 6 • .`_ t_---__� 5/8" GYP. BD. TO BE 1 PANTED - P--I --_ _.__._�t__..___- ~ VNY!_ WALL COVERING 'A' • • PaciricHwv.13500 SHEET NUMBER / TITLE • REFER 10 ROOM F-145FI �o�� BUP200 00376,MEC2003-0033E 14 of 32 a SCHEDULE I I i WINDOW _HIAD WALL CORNER-TRIM SECTION 6-PrESURT BAR 0�80 EXISTING GIR FZAiL '° _ ------ - T�LOtiT ? ' J01P�1T �' _-- --_ _ _ NOT USED -NOT TO SCALE Atl.O 3° ( , Atl.o CAH%� 1 I/�"-I a' Ae.o I 1/?, (AJ 3°=I INTERIOR DETAILS -. ._.....-.-_.. ._ ._....,........_...-.r.r..,.r ...., . .._._._.... ..... I,.._ ...-.....___. r ....."..... - - ..... NOTICE: IF THE PRINT OR TYPE ON ANY I I 1 I I I 1 IIIIIII IIIIIII I I I I I 1 I I I I l I i I A�jI V I I I I IIIIIII I I l i!I I I I I I I I IIIIIII I I I I I I I I I I I I I I I V I I I I I I 1 I I I I I I I I 1 1I I I I I I I I V I I I I I I I I I�I�I I I I I I I I V I I I h I (I I I I I I I I I I'I I I�1(1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 IS DUE. TO THE QUALITY OF THE _ _ _ _ N°." �`=�m ORIGINAL DOCUMENT �0$ 81Z 4JIZ IL1�Z 918 BIZ 1IZ SL Z Itl IOrZ�t 9�1 Li 6t S�i Zlt 1�tII 0�1 �8 T � (9 ► fi Z�IUIIII� IjI II►IIIIiII►IIII (III (III IIII�IJI ILII (III IIIIIIII Illl IIIIIIIII (III IIII�II►IIIIIIII►VIII .III IIIIIIII IIIIIIII ILII (III ILII ILII (III (III (III ILII (III ILII IIIlllll lily►III Illllllll llll�IIII,IIII�IIII Illi IW i«Illllll�lll OCB BOOTHS AlABLE TOP Restaurant .__= ..4x4 fREAT+cD WOOU A8,1 0►+ #4 HORIZONTAL. II --_.OFFER 0 1 6'-0" O C Co. CONTINUOUS j 1460 BUF"r E1 WA'f -- �-� i F;AGAN, 1dINNF.SiJ'I'A 55121 (651) 901 ttttrld POURED CONCRETE 2x E3 *001) bLOIrKINc. PEDESTAL. #4 VERTICAL REBAR u DOWELS SET IN EPDXY e a 0 4'-0" O.C. MAXIMUM - a' AND A MINIMUM OF 4" '� —--- _ -� 4 a " AWAY FROM END OF �� S1UD WALL ` CU128 (TYPICAL' � - -+ 800TH BA5E TO BE 30LTED TO WALE , 77 ROVIDE PLYWOOD ._ tiACKINC EXISTING FLOOR SINK A t L_.---•--- . •.• FLOOR LEVEL 0415INST ISAW SECTION _.. �' NOT USEa - 500TH WA" DETAIL. 087 -- _ ' __- —oFISHISHES VARY REFER - — �- INTERIOR ELEVAIONS __-----� 4 z 4 TREATED WOOD TO - - - - - ---- .POURED ( ONCRETI POSTS ® 6'-0" O.C. AND ROOM FINISH POURED L REFER 10 19/A8.0 � \\ SCHEDULE - TYPICAL •REFER TO WALL TYPES STAINLESS STEEL END CAP EXTEND OVER FNISHES __ --------+EXISTING FLOOR SINK A SEC-NON AT WALL F-1-0012 LEVEL + STUD WALL ----*REFER TO WALL TPF.5 *TILE BASE STAINLESS STEEL CORNEA s r' oU AT BASE SECTION AT BASE 7T.E 4 x 4 TREATED WOOD \ AS `•STAMLESS STEEL END CAP I POSTS ® 6-0" O.C. REFER TO 19/48.0 - EXTEND OVER FNISHES ��BASE ~•STAINLESS STEEL CORNFR AT BASE V C14B INET 15145E DETAIL SECTION fil.o-Lu Wf4LL. NOT UBED 7 NOT USED - STAINLESS STEEL END CAP �.H ', 46.1 A .I I ,��• � I'_o• NEW CARPET F-1-0091M. o LEVELING COMPOUND - V.I.F VINYL COMPOSITION TLE V.I.F. NEW KOPPE VYJYL T , ! TRANSITION STRIP X1154 SHORT TOhl - COLOR #110 BROWN I I -- I I ' llllil ( � Illilll . TILE FLOORING - \ I LAYER OF ✓MYL �+ EXISTING FLOOR SLAB COMPOSITION TILE " TN,E - T--O' EXISTING ALUMINUM DIVIDER TRACK UNIVERSAL - MOOF #A2132 ATTACHED TO CONCRETE FLOOR NOTE: CONTRACTOR TO VERIFY EXISTING MANUFACTURER PHONE: CONSTRUCTION. IF EXISTING (213) 636-0721 CONSTRUCTION IS NOT AS SHOWN, CONTACT OWNER FOR RESOLUTION 20 TRANSITION STRIP Is NOT U81.D NOT USED LNOT TO SCALE � - LIGHT FIXTURE SPEAKER. ----'�+FfS►'a$HES VARY - REFER -- - --� How g � � TO INTERIOR ELEVAIONS Ea. EQ. GRILLE, AND SPRINKLER AND ROOM FINISH II HEAD SIMILAR Pow CAL - ._`._+vRSETFERUPI ----- _ TO WALLTYPES STEEL AS aROWe _--+2x2 CEILING TILE SNCERAMIC TILL -I EXTEND OVER � H GRIP aow 7 2 li II y '- --- CERA111G 1 ILL I -I�i ROW 6 TO WALL TYPES ROW 5I tiBA$E `-.20 GAUGE 3 5/8 f.._. .�._ ��- METAL. STUDS ® 4'-0" ROW 4 -----'-*STAINLESS STEEL CO%2*k '1c A T BASE �� r O.C. ALTERNATION SIDES _,.- • PATTERN TO START AT THE IMik ROW BOTTOM LEFT-HAND SIDE OF c WITH SPM ANCHORAGE WALL AND BEGIN WITH A FULL II II / {� T-' TILE MICHAELJOHN S<R�'ORT r �? (IGBO# 2388 AFTER ROWS 7 AND B. IMS C'� 011 411 31JlFMOBD ClLJNG S/STfE17 AT B` OIrT PIalOtT PAC! OF WAIL Now. a0W PATTERN IS TO REPEAT ROW` ' ALL LAQW FWTUAW 91444 M PO9F MILY ATTAQW TO THB SU9PMWlD t�i+C 31TSTRFt 114E ' - -- ATTAC#~ OWC* S ALL HAV! A CAPAarY OF KM OF Of LAM 1 FOM1111" WKNT ACTW N _ AND 8 TO TOP OF WALL ya,� i w-��, � I - COLUMNS REPEAT FVFP A OI6CTKl/1 WINK 1Nf1YTMDIAM SI'9T15f1s AAD IAA, NO. 0 a;ALA�e HANIM s 3HAL1 Brl ATTACHTG ---_- - V To " car t1fU"m W04m Y OF BACK f.mm OF !ACH F0 Tm- TA1EDBfl de nms MAY LNM FOURTH COLUMN comm N 9. WHMd ms Y OUTS' 3YJTN1! ARM UMC. 3UvFI VIVINTAL 11AIYSM ANTI NOT RLIO.i1B0 r A 4N!' rIDDLLNt HANOR PATT111M a POL10RIeD tiAul CiEO!!! tNUIINIRS AM uaRo • -*STAINLESS STLEL CORNEk (J�j� E PR MN A•,T1lolrr 9LLepIMylff 20►MVNG'IES TO 31FI'DRT LI18 P FII(TI#L7 T1lx CJtlt7w ABBNIIH LUST �, � -'' CHAIR RAIL - EXTEND OVER FIFgSHES 7� PAM= 00 SAIV CAM"W CAPAC" AS " IMM NMB NIOL UCW FBtil�! WINW C LM THAN 96 I & **". wAwl, N AODffM To m MBaNAMI TS OUTLINIMP AsoAS, 2 No. E2 CAM HWN�! "' ✓_�_ ��BA$E CON►WM PVM " WjU t HOIlMIC TO " STLaUon11M AEIOVB. THRM WR1Bf MAY M SLACK ?, LLaNfm FO nms WBIIGN N M Lw. OR IOU 94AU, EIE yPADRT'Bp OBM1my Pam Tw 3TTH1Cnn0 . ,>j o o • `•STAINLESS S I FFI !"r�RNEk AOM W APNEOVIAD VA NOBR'1 P 11114* T HLM6 W f FuTUIR05 atoll. BB 311PPORM OIEBNCTN Y P�f THF rMLL AM MOW us" W. 9 ..A. vol Puma iNll. NOT Um THF CRtING • u u u u � AT BASE � PROJECT NO�. AUF2226-OS *WINNOW "n" FOR 311F'ORT DRAWN Br. M W.A. • P I XTLAE LOC,41`I ON 21 NOT USE 16 TYPI Gf4L W�4LL.®R�4G INCA WALL T11.5 PATTURN 4 STAIM.1186_STEEL_CORNISR TRIM CHECKED Bl. J >ULIANT 46.146.1 A8.1 A6'1 NOT TO SCALE A6.1 I I/2' • I'-o' -- I'-0' 3' Y-0" ' ISSUE: - ----- - ---DATE; L__ _-� __..__ - ------- -----'- OWNER REVIEW 06-10-03 BID AND PERMIT 06-17-03 DASHED LINO. INPICATE5 _-_1" _ 11/2" BUFFET CABINET _. --- — - .j OUTLINE: ABOVE 12 GAUGE WI?F SPLAYED I-A"ERAL BRACING; FOUR 12 GAUGE WIRES IN FOUR DIRECTIONS 10 I„SIGN GATE 12 I/{" " 3' 3' ( SECURED TO P1AIN RUNNER WITHIN 2' OF THE CROSS INTERSECTION PND SPACED q0° ' REFER FRIM EACH AT AN ANGLE NOT EXCEEONG i/ EGRESS APART FLOOR SINK - 11/4 ---- 12'-0" O.C. EACH WAY TO PLUMBING PLANS 45 FROI1 THE PLANE OF THE CEILING sem/ j �5° RIGID VERTICAL STRUT J 4" REFRIGERATION LINE TY�fCAL AT 12'-0" EACH WAY BEGINNINr / OPEING (5" LINE AT 4'-0" MAKIr1UM FROM WALLS. ANCHOR I I BEVERAGE COUNTER) WIRES TO STRUCTURE ABOVE. VERIFY ALL LOCATIONS �� -` y moi'45' t EDGE OF BUFFET �� ��/ 45' - CABINET BASE - REFER TO SHEET A,I.I FOR SIZE �/ !`��, Pacific 6.M C200 AND LOCATIONS BUP2003.00379,MEC2003.0033E / �i 15 of 32 f y,Li PROJECT LOCATION: ~ ? OPENING FOR -�_ /, �, � --+ CROSS RUNNFk'. SUPPLY LINES 1 DASHED LINE INDICA 1 LS VERTICAL BRACING: MAIN RUNNER T I\_.-.11 A R D, C�R '^ I I CUT-OUT IN CABINET BZAUNC LENGTHS FROM ABOVE - VERIFY SIZE O TO B'--0" IN HEIGHT, U _ OR304 AND LOCATION WITH A SINGLE 3-5/13", 15 GAUGE METAL STUD; FOR ,` I2 GAUGE VERTICAL WIRE LcNG7H5 8'-0" t0 IU'-O' USE TWO I-5/8' 25 `\`�\� - �� f HANGERS AT 4'--C' ON SHEET NUMBER / TITLE An I/ VERFY WITH "IllZ,O � CABINET GAUGE METAL STUDS FASTENED AT 12" O.C. TO FORM A T-SHAPE; CENTER EACH WAY L _ _ _ .` _ .� j MANUFACTUERE'S SHOE _ .�.. FOR LLJG '- IH9 OF 100" TO 15'-0", USE TWO 2-I/21, 23 GAUGE METAL DRAWINGS LENGTHS 15'-0" TO 20'-0" REQUIRES TWO 3-5/8", 2` GAUGE METAL STUD BRACING AT 2'-0" O.C. ~ACH WAY BEGBJNINa AT 6'-0" s CEILING GRID C�ETAIL 17 MAKIMUrI FROG! WALLS. ANCHOR TO STRUCTURE ABOVE --- ----- -- A8*1 ?3 PARTIAlm CISDINET PIAN NOT USED NOT U L� - IGB0 2244 Ae'I (1.8C 9TANOARD I1-2) •rs �► _._-. -- Ae I _______ _.�____._ INTERIOR DETAILS .Owww."„�+....-.. a:..-.+MiPM.wr.. .�_.._-._..... .......+.+". _�... ....–...__........._.w......m...r........r....,......... .....»......,......w......�.r«.�...r.w.s.�._.-..+ YM'IM+wvwMMlr•q,.w11sw.e,�w°+►an...w•r.wr"w++,w.•..w..r,.1..r. '^ _–_ _ .....«....r+ ws...... a..W._ __ ...._..........•..__, .-. ........... .__ _-____ -......___......_ _._ ..gw.�0.8 .+ ... - __ —_ - - ..,r.w..+.+.r ..-............_r+w+r.r`.�e..a�...r.._. ....r...wMwr,. .»'.wM,lr.r..w�+vaw,...",w+.w•�eM��._.....rte—.........w.._+....._ NOTICE: IF THE PRINT OR TYPE ON ANYIII Ilf III III III III III I I I III III t I III III I I1 I II III 1l l �III I VIII III III I�IIIII III II I I III III III III III 111 III I�I III III III I I III III III I I II I III III I I r , � aZl)� Uc=�11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 111 I I I I I 141 I 11 IS DUE TU I HE OUAL11 Y OF 1 HE No 30 ORIGINAL DOCUMENT (��$ L 91G 1-6 91d 6 y6 6 IC t6 c�C 8T 8t di 9th 4�t till St Et Tt u�t � �, �9�I 9 � fi IIIIII��� I�I��III�II��I��� I�II��III IIII�II� ►�l�llll ILII ILII Il�l�►I(I Illl�lll ►l�lllll�►►l�Illlll��l�lll�lli��l� Illl�l���llilli����ll��lillllll�l� ILII IIII�III� IIII�►►ITll�lllllllll�l ► II� �llllllLli112111112 llTO U�IIII�IN111 L. r' t#. ,• t ii , I A; rT ,t ,i .' :. e' . - ... .. ... I . 2� lt"'.' '"" 41 ss OiJ� rtWW INI���C , '�O SPECIFICATIONS -- _ -'----- _________ __. SPECIAL CONDITIONS _-- -__.. .___ -_--_-_-•-----_-__-- I G6 SUbMIa`IUM RLG1lJIRLMENTS �����ri� 1.04 PACKAGING E. sono: ASTM e33. .Iter,, nor•d untooteft Aran, Frto from lDiYm, clay and silt. DIVISION 1 GENERAL REQUIREMENTS HART 1 - GENERAL A Fill i„krmt"clili rrUmPt'y unJ l.r such SO"ficw us to Cyufe no 0010, i, the work. Delivh' j pro44gibl to tine ob site n thtfr rtarx,rF(tGturer'y ,xtpirmol contolnir. with Ivbels D. Wgtfr, Clean. poWGle and fief o4' de4Iter 1* rlkqunts of 4Uds. alkatidrs and Coo B N,irnber of 4ubMP:toss gtvu rd Intact and VepWle. or rho- mnter:u!s ' - -___. ___ 1.01 GENERAL i Shop Drawk,gs LJ,a (l, reproducible Copy or seven ,7) opaque copies I Mulnta!n packaged muter kits rich Ylulm unbroken tana ,abets Intact unt', time of g . : ' 2 Product Data S&,vr, ,7, copies use. 2.02 CURING MATERIALS A AIA Uuc,a-iwr,t A201 'General Conditions a, the ,:antioct for Construction,' August 3 Sornples Submit sfv•+n (7) sample's of each color, textwe sfzt, etc „s Prwipt!Y rfrrpvf demogeo miter,al anal w,sultubit items from the rep sit*. and ' 0101U - ;�Urlrlury of Work 1*17 edition will apply Copies ary available at Atch,teCYs uffnce upon request by applicable f•sr each material requiring a somple proltptly replace with material mfetlrp the Speciiiva %equiements, at no A. Liquid Curing and Stnla,p Compound • 1480 HUFFE9' tYAY C anntrsCtor The supplemental rOnditdon* as follows ore numbered the same as the C Submittal Shall Co,tair, additional cost to buffets, Inc, 1 Appncable Stando,d ASTM r.3 T 1 EAGAN, MINNESOTA 55121 01311 - `schedules and ReF+orts orbries of the General Conditions I Date .,f suinission and ,,sates of pravlovs submissions 4`ti. 1QS 2', Performance Requirements• '. . I .". . . (H61) 994 -8608 I 01. 40 Sor'l�;l • g` Protect title ontl number B Buffets. Inc nay reject ON nOr-:OMplyhng Bute, Materials aril products that no not river a Contains rib wax, oils, saps or;otjttlS 2,ajopyw,t• tr+nt Is E s CL Shop Dr Ar 2' Ornff tShgll hrrflr, be klDwn of BUffftf. Inc)IAC) ± Contract identification. identlfrcati•:)n satisfactory to Buffets, Inc as t0 nahufacturer, grade, quality anu other' detrimental to boo,409 eOncretet topfu'rg,.sa,alav,I$. rfsdnlnt tilt, 211 Buffets. Ire. 4 Names: of Conti actor, S,. I(tr and Manufocturer. i 01400 - Testis Laboratory Ser VICES Pp pertinent informoticn paint or other specified FiAiBi riling uap(Tr0 ttlConvft@. Testing 10260 Viking Drive. Suitt 100, ErMr, Praele. Minnesota 55341 5 Identification OF pradui-t with the sP@UilCntfpns fectton number' w b Contdlns no »,predtent which stains or discolors concrete 01501 - Ter'I loror Ft » 1-612/942-9760, Fox 1-612/94e-90b 6 F4elci dimenslons Clearly ill/Ontified os Such 1.03 PRQTEGTIQN perman@ntty. " y .lCili ties 7 Relation to ed,ioctnt or Cr'itlCpl ffat,rif Of the work Or- materials C. Rfquw-rs n0 agitation in Ordll' t0 Obtain, uniform COVlruge 01613 - Stora e & Protection Article 3 Contractor 9 Applicable standards such as ASTM, AN51. or Federal Specifications A Protect finished surfaces, including jamb• and soffits rar o erdn s used os ossa to s• d Can bib S I y 31221 Each Contr•octor sfiall submit to the Buffets, Inc for approval, a list of brand 9 :dentlftCOtbn Of devipthns from Contract documents through ,Yhi.h e A merit and naterialS ore handled. p g V 9 Y prayed Or brushed. 9 �� J ugh q` P 3 Coverage' In accordance with monufarturer s recommendations For 01710 - Cleardri Hanes and If needed, a sampe for all materials used if, this project and i0 h+ent!fiCation of revisions on rtsubmitiols type and texture charocter,stocs of surface oting covered their ppar trculor i.se. 'I Ln►,tractor's stomp, initialed or si0,ltd, car of ylrng verlfiCe tion of field B Provide protfCbOr, for finished Floor sur Faces ,n trpf fic a,to$ prior t0 allowin,a equipment - a l[71 shopDraein t Product Data, and Samples ti Gsurements and Fleld Construction crltfrla, and Coordination Of the 4 AcceF'• .i re Munuf.r, sirs' Submittal required by Buffets, Inc. 01730 ❑�ieration and Mu lriter'lance r1u1a g Or materials t0 be mould over such surfaces Contractors shell review shop drawings, product data and samples. os Afar matlon with rrgUir Emints of the Werk pnd Of the Contract docu,erit5 regtdred ,n 3127, prior to submittal to Buffets. Inc. Submittals shall bf C Maintain finished surfaces clean, unmarred, and suitably protected uAt11 accepted by 2.03 MISCELLANEOUS MATERIALS ' 01740 - Warranti�'s & Bonds • stomped by Contractor or thro„ph sane other moons to Clearly indicate 1,07 AS-BUILT DRAWING REQUIREMENTS W,ffet.s 1„c to Buffets, Inc that submittals hove been reviewed and confirmed occora,n• A L.panS,on _,ai,t Mote„•:1 DIVISION Z SITEWORK to rtqu(rfmpnt% of project ducument A All , tror_tors t0 provide as-built rpesllvked dinWu,g* to Buffets, Inc of the I Appicnblt Standards, cOm,lrtiun of this project 1,06 REPAIRS AND REPLACEMENTS n Fedtrnl $ type 1 ._.. _` A, bcte 6 Wok by Buffets, IHC or by Separate rontroctorf f P pct b ASTM D1151�clfiCgtlans HH•-f-341E. E 131 Coordination - subporagroph 6.1.3 dots riot rttio,,e contractor Of the A In an everrt of damage, promptly make reptoctments and rrpuirs to the aporovak of 2 Description, Composed of Fibres of cel!.,lor ratury Londtd together• with mutual res onsibdtt toward other Contractors and their work as Buffets. inc. and at n0 additional cost t0 Buffets. Inc bituminous binder with sheet* saturated in asphalt DIVISION 3 - CONCRETE provided in paragral, SECTION 01400 - TESTING LABORATORY SERVICER ? Acceptable M,n,..f, trines S„hmlttn1 req„ived rr Buffets, Inc - _�_ E,I?II .h6 CfJntraCtor shall makR every effort to Cooperate and coordinate nus '- `911 - B Adesitronal time required to: secure replacements and to make repair$ will riot ht �- work with work of other prime Contractors and the work of the considered by Buffets. Inc ba Justify an a"tension in trio Contract Time Of Completion Buffets, Inc, other Contractor's PART 1 - GENERAL 2,04 QUALITY, STRENGTH AND PROPORTIONS 03300 -- L,,7 t. it-1-F 1lULE' L oncrete . Article 9: Time 101 DESCRIPTION c 8221 Work shall bdgrn a$ seat) as weather' permits ohu promptly after recolpt SECTION 01'I10 - CLEANING UP /w and �tre,,y[r, an(;r,;tv+ jhvn'. r,�ve u M,nlr,,,,m relmpr PSfi+! 3fr lnpfh rn DIVISION 4 _ MASONRY of 'Notice tc Rrocted' and shall be ex diced to the best odvontn t „ , -___ _—Y_ — plate at Concrete Exposed fto jo r. fe fl dt ,au $oy testing nfctsreq to tletermin.r that moterrots and condltk,ns provided for l Concrttf ExpA)sea to Weather 4,000 psi Buff@tf. Inc, with Substantial completion per, schedule the work meet the s coaled re uv♦merits 192 3.! C:.xmpletion Time P q 2 Footings 3,On0 p.si IEach separate Contractor and his Subcontractors ore unser the 1,02 RELATED WORK PART 1 - GENERAL 1. Interior _'abs-on-Grade 3,000 p s I DIVISION 6 - METALS olNlgcotion to proceed with their Work at such a pact that pro #$a Is n.:,I 4 Masonry Foy 3,000 ps., impPyfd and oil pork under their contracts *lit be completed .!thin the 1.01 GENERAL REQUIREMENTS 5 City Walks drives find Curb% to city specifications ktnom (•merits tin td stk'i may be described M vorlUuf sections of those specifications. Or of Specified b tht Struct,+ra' Engineer �'-- - - - --� contract cunt � _ P Y 9 Where rno testing itquirlmints are dtfCrlbfd, but Buffets IHC dPCltlff that testing If A Mamt4n, r•fmifff and uhf- re tied, Buffets, inc, m0 require testis to by performed under currfnt P p pr Opertiei fro* from aC,:umulations of waste O1l' _ , Article 9 Po nen♦ rid Com ttion qu Y q g pertinent B Slung, Concrete slung be as determined by ASTM CI43 and shc" be ,is J1tJU J tY UL tl_1r al ivit't0I c Y o p standards For testing debr,i, and rubb,sY, cnusrJ by operations follows ItThe 'Schedule of Valws'- OS drscrlbed ir, Art•c+r 9.21 of the 'General It At completion Of cork remove wot:te materials. rubbish, tools, equipment C C Conditions' Shall be subr.ttea m uadru FootiSicibsngs Geode 3' to 4' UJ2l10 - steel Joists q p',cott to bu+Fets. Inc,h,c, for 1 U3 QUALITY ASSURANCE machinery and surplus mgttralS. and clean all fight-expo%ed surfaces; IfnvP 2 Footin s 3' to 4' checking and approval project clean and ready for public occuponcy and health department inspection. p 3 Matanr y rill fine Imtels and bond beams 5' to 8' �J OCi Meta( Decking 93.I1 th( 0*,,ions for Payment A uuffets, Jr.c or listing laborotury, The testing laboratory will be qunUfled to the 1.02 MATERIAL S Or as s_o I , r the Structural Englnf@r 05500 - Mi�'eellnneous Metr l� Thf Owner will pay 90 percent •Jf the a^,runt Out the Contractor urn Buffets, irlC approval - -v account of applications for pityma it. The remalnw,g retaq)uge will b1 Wotor-[omen, . • '.ancrfte exposed to weather $hall have a water-cement id 30-al0 s after substantial cam IttlOr, of the project. providing all A. Use Only aean+np materials rtCOMMMdlJ by tar manufacturer Of the product Po Y P P J p B Codes rind Standards' Testl•,g, whin required. will bt in acCordonce with all pertinent to br cleaned, retie of not ,• ,, „ 053 Or o��fufiea b�_tht Structural En�w,tfi work Is Full) Compitte if not sub.itanibtly completed Within specified r_OdeS and regulntionf and with selected stonngrd:r of the American Society for Ttswg P Use CltarW'1g materials only On surfaces recommended 4y Cleo tying mo ter,nl I DIVISION 6 - CARPENTRY Contract if riot sub*toriliolly competed within specified contract time and Material;. UOnuiarfur pr further payments will be held until "Iubstantal Compla I n PART 3 - EXECUTI❑N IIi -- 1172 The Contractor will fithho(d 10 parrent ,ptafnogt from ail 1 U4 PR❑DUCT HANDLTNG 1.03 DURING CONSTRUCTION subcontractors until substantial complrtior) of project 3,01 PREPARATION BEFORE PLACING CONCRETE U61VU i`�VUyh Cl.lt F_'�'YItT y A. Promptly process aid distribute oil rtgwrtd copies of test reports and rvlotfd A Executing c'faning to ensure tr,at grounds ontl p,vtilic properties ort nantarnvd ir',ytructions to ensure oil necessary retlstin) and/or rlpacement of materials with the free from accumulations of waste motlrials and rubbish ,entrai Before concrete placement, t,rmwOri, sY,(o, be conpleted, 06 00 - Finish Car crier Article 10 Protection of Persons arid PrOo-rty tenet potfibir delay ,r) process of tlw work p Y W231 Contractor shall maintain exit do yrs Dna provide acceptable telt ways B RemOvf punt naterlals, debrlf and rubbish from Site and legally dispose of at snow• iu, and outer shall be removed, reinforcement shWu be secur ttl in place, iron building or existing building as the situation may bf. Do not blOcr public or prlvat+ dveiping areas off Buffets. Inc, property, ;,nd frpa„slOn Io."t rv,terinl5 shc, ht posltb)ned. - Or lock twit doors, pr'evtnting @gross from exists shop ex,tw0ys y C ,yal UUM clean interior building ureas whtru ready t0 receive finish painting coria DIVISION 7 MOISTURE PROTECTION & ACCESSORIES through building clear of moter,alSl level surface to p''evenf egr ss fr,,r, FAR , 2 — PR❑DUCTS continue varuun Mooning on an as-noeafd basis until building is ready for 3.02 FIELD QUALITY CONTROL exits Keep ewltwoys through buildwig clear of materials, level surface sub*tantlai LOmplftar or occupancy. 7 1'1 to prevent accidents In ,.usv of emergency @gross from e.rsting e.lts 2.01 PAYMENT FOR TESTING SERVICES D Handle rioterials In a controlled manner with as few handling as possible. A. Slump Tests LJ/ 1`�0 -” UU hIF.Ji (VUs In E Schedule cleaning operations so that rdust and other contaminants resu,tinrx, from I. Test PruceJ,a.• M.--ta,n a sl,+mp gena :an ,lob 7 Article ll' insurance A. Specified Testing Services cleaning process will not fall on wet, r,ew.y pointed surfaces during all concreting opfrotlonSr cur,duCt slump i..i7193 - Water Repeilet I ' S)yst 'r'i III Eorh Cortr•ac<or shall purr_hosf aria movitain oil insurance as tpfclfifd I The cost of all 'testing required in various sections of the specifications Shall be tests In occordonct with ASTM -143 _ under Article 11.1 of the General t_r.,,ditions Limits shall be as follows, pond by the Contractor 2 Reports Report results of tach slump test to Buffets Inc ' 7200 Building Insulation and limits rfquierd by insurance company carrying the 'UMbrplip ExClSS 1.04 FINAL CLEANING B Compression Tests of Concrete Cylinders �• _ Uablllt/° coverage, Primary limits Indicated are minimum acceptable' B Adc+•t,onnl Testing Services 1. Cost rfsponslbAity For tests, Contractor shall have 7240 - Exter for Irsulo tion (in,' Fit-,, j Incur Once coverage indicated In Supplementary Conaitk:ns does riot 1 Buffets, Inc will pay for ries o,itrai Odditlonot testing servicts over and above Concrete test cylinders tested by on approved) tostiny iaborcitory coop shao r@hevf the Contractor of his Insurance company from the responsibility those spfCifieci, but requested b/ Buffets. Inc t0 assure Compliance with A. L^p'oy v4por,*,nceat workmen for final Cleaning pay ollCOst fur making this method ,.)f sampling Test of providing Insurance covrruo indicated In the General Conditions. spe,af,catlon requirements. B. In preparation for substantial completion or Oublic occt4Poncy and health cylinders shall be mode in occordonce girth trio 'Standard Me'chod unless gpeclficohy deleted 2 When Initlai tests onallcote non-compliance with tine contract documents the department IMSPectiOrt. Conduct Final Inspection Of flght•'exposed interior antl Of Making and Curing Concrete Compressions o„d Flexure Test 0 : 600 - Sheet Metal Work costs of Initial tests assac,otod with that non-r-omplIomce will be Cleducted by exterior surfaces, and If Concealed fpisCrs Spec-mons in the Field' (ASTM C-3U 07610 - Sheet Metal Roof in Workman's Compensation Statutory Buffets. Inc from the contract sum C Remove grease, dust, curt, stains, on,l protective ,:overfngs from equipment and C Frwquency of Ttstiri Take two (2) sets of test Employer's LigMllty $lO0.000 mWterlois, from sight-expo*ed interior and exUrio` Fi.vshod %urfaces Polish cy Tinders For every Impo^tont concrete placement and not less than two C OMprehMsly[ Glner,�l l.,abitit When :misses tests indlCOte nOn'COrnplla nCf with the contract documents all sur fares s0 designed to shim! on actual (knish, r2) y• q sets of tr:a Cylinders for per 30 Cubic yards of U - CJOf ACr_e�sories Bodey tnlury Eoch fJCcurrente *500,000 subsequent retesting occasioned by the ron-complici shall be performed by D. Repair. patch, and touch-up morrrd surfaces to specified `Inish, to notch concrete The first set of Cylinders shall be considered control tone same testis laboratory and the cysts thfrtof will be dfductrd b cyUmders ones shall be laboratory cured at 70 degrees F of the control 07900 - Couikin ani Agger ate *500,000 g Y Y adjacent surfaces �I �alQY1tS b,IftP,,; Ir. Sinn the contract sum Property Damage EoCM rwrenC♦ (250.000 E Replace rile conditioning filters, if unit• were operated during construction set. oM cylinder shall be tefted a{ 7-days. one of 28-cloys. and the third (operotrons Aggregate s250,D0o 2.02 CODE COMPLIANCE TESTING F clean ducts. hlowlrs and CONS, ,f air condtbOrxny units went operated without Cylinder shall las tested only if 28-Olay cylinder failed DIVISION 8 DOORS Brood Form, filters during construction. The second set Of Indere shall be job cured and used 'to det@rmino - Personal Injury Loch Per 9o, $500,000 G Molntalr, weaning until project or portion thereof 1s occupied by Buffets, Inc when forms and Shorin j may be removed The First of those Cylinders __ Aggregate $500000 A Ineppr bons rand tests rfgC+i'ed by codes Or Urd,nanCf S, or by q plan appruvpl authority Shall bf tested Ot 7-ca s and the ether toe Cylinders tasted only if Comprehensrrt Automobile Liability and made by a tfppally Constituted authority, shall be the respfjnsiblilty of and *hall be Y Y r ��11OO (f1nrr Combined Single Limit Each Occurrence 1500.0no pr,l,1 for by the C ontr'nr,t.'Ir, ,)leis othorrise provided in the Contract documents SECTION 01730 - OPERATION AND MAINTENANCE DATA required VC,7tjUL; W LJ\Jd DilL)Y :, Other rtqulrpwent5 or m,nlnl,,ms may apply, verfy with airier, Stott 2.03 CONTRACTOR'S CONVENIENCE _ ` ar other agencies. - :3,03 PLACING CONCRETE 08700 - Finish Hi�rdWar PART 1 - GENERAL ,:ie I2 Uncovering ar•Id Correction of Work A Ir•sptr brim or testing performed exclusively f '"',f Contractor's COnvtnitnrf shall be 08800 - WF;. -lirlq „ All requ+tsts for Change shall be mode to Buffett. Inc by Change Orcie, 'y- s-rn r!%prv)s,hih' tie Contractor Placing Interior Floor Slobs-On Grade Buffets. inc. shall review and approve all Change Orders Cover.g Work prlor 1,01 GENERAL PROVISIONS 1 Subgrode Place slabs on i mlrxMum 5' thick - to ,nyparr,,,r, ,t, ,-,. + aCrrptable PART 3 _ EXECUTI❑N a l.unplla pr ova,-t data and related information aper Oprlufp for Buffets, IHC Compacted granular fill, Level soloVadoeto o smooth surface before DIVISIONS FINISHES 3.01 COOPERATION WITH TESTING LABORATORY maintenance and Oolrotion of products furnished tender Contract operplacing concrete Oe -mil polyethylene sthylene level during prating 1. Prepare operation cants mointer„ance data as spfciFrtd it this Section and referred concreton;. Provide 6-mR pOlytthylfnt assn over fubgrode before placing �_ — -- SECTION 01010 - SUMMARY OF WORK Ill th@r sections of the specification. concrete Lap joints M film 9' S, •+ Representatives cif tf:1•t,ng laboratory ;hal( hove aCCP*S to hi work at all tins* 2 Reinforcing, Pull mesh u into center Cif slob while Concrete is laced 09110 - Me tat Stud Stem Provide facilities f )r ,urh access i, order that the laborator mn proper' perform its b instruct Buffets, Inc Personnel in motmtenotice of products and in oprrotbn of equipment q' P P Y C PART 1 - GENERAL funtQc,n y Y y ontl systems Support batten steel on 5/8' round bolster bar* and Chown. Support 09250 - Gypsum Dry Wall onol Framing 1)yster•1 choirs on brick similar firm foundation Distance From center Of I.OA GENERAL 1.02 QUALITY ASSURANCE bottom reinforcing to underside Of slabs shall be 2' 09300 - Tile Work 302 SCHEDULES FOR TESTING l i•1e t.tI,I. .,' ; i lir ,psponsible I,r ,i, �_, );tract,,,,, "'clic„ern o,, ti,esf L Freporation of pato si,all be done a personnel 3.04 FINISHING CONCRETE 09390 - r_i�r,ent Board corI%1ruCtI0` dOcuMtntt. With Final opprovols of work b the Buffets, Inc ,,, :.r. ,i' stoblisrung Schrdulf Y p f Y 1 Trained and experiencoci in maintenance acid operation of described products. nQ _ - T ipbor. ria teriplS and equipment for the .aria true tion defined In those cor-It race l BY advance d,*Cuss:,r x.th the testing laboratory, determine the time requ!r ld .. Interior Mondlthec Sioa*� Place exposed c.,oncre re Flodn Slabs MOr,Oihthicouy I09510 - A1:'ous is of I ill q g@ner,yl cen.truCtlon, ptuMY,11nq For trio laboratory to per•for•m Its tests ,.rid t0 issue cocoa, of ims findings - SkNi.d as tochniral writer, to the fxtent required.to CommunrCpte essential data. t doc,+mrnt s, ,nCludln but not limited to, d1mO'I:10tH, g PIpCe (OMC%elf full depth• screed. fibgh, {Owes :,rid If,�'v with o smooth 2 Provide oil required time within the constrortion seheci,.ie 3 f•Onptttnt t0 prepare required drawings, 09650 C , , ��.n4�tr•uCtion, fltrlr,Cat ConStrUCtfon end fire protection system q r I Flrlsh fief from blemishes and rrreqularfbts Using dry ;BMPnt as p ,:lining Diene - �(nyt Base 1.03 FORM OF SUBMITTALS in finishing Concrete is not Permitted, I• P Contractors shod immediate) upon enterin project site fol B� Rlv�3in�j Schedule Y P q Pr` 1 purpose of bepinn,ng _ i h - t E Fr r`vlr3f br r,oM finish or Other tee tort whir! Shown On (>�OwingS 09.680 - Cay peting wvrk, locate all general reference points and take Such action as ,s necessary to pre',e, , W ,fn changes OF r,OnStr(+ctlOn Schldulr air necessary during construction. ” _o0rdinate till such changes, of schedule with the testis laboratory as rtq red. A Prepare date in form of on instructional manual for use by Buffe s. inc. personnel. 0y900 - FQintint� ltritir des+ruction. iov out his work and be respormsaale Far all poviny, utmt'es. and a+mer, T g g Y � B. Format, ; 3.05 CURING CONCRETE t work executed by him under the Contract He Must exorcise proper procotion to I,orlf1' F SIzt,B-1/2' X 1P �)C4 - \ rill rf-•„F}r irin figures shown On ciraoiigs before laying out work end »ilt be nolo responsible For any ' •erica to $chfdulf „mg Procedure. , nil concrete by !,quid r- rig cOmnOund in Occordnncf Fi ✓ire l V�_ 2. Typr-Mpnufncturar's printed data or nootly typewritten error resulting From his Failure to exercise precaution Schedule, the tlftmq laboratory is retest to left ACCO peri to the determined 3 Drawings- *,•n manUf ac cur rr'$ .n:tr uCtWnS Schedule. but (f p,'rvtnttd from testing Or taking spfdmfnS dap to g 'int Contractor Is r•e%pOnsiblt for the portion Of work r! uirin, ins ,SrbOn b evtrn,api,f Inc.-mpletentss of the work, oil extra costs for testing attributable to the delay a Provide reinforced punched binder tab hind In with tort DIVISION 10 SPECIALTIES ° k Y J 3.03 TAKING be bock-choryled to the Contractor and shall not be borne by buffets, I„c b Fuld Inrgpr drawings to size of text pages. .. connect and Orf ,:hargPs with rtqulst,ny all suck, inspections and paying far any feed _ SECTION 05100 - STRUCTURAL METALS connected there with SPECIMENS G Loch Contractor shat' provide temporary barriers, warning lights, S,grs. etc to properly A All specimens and 5umn'ts for testing, unless otherwise provided in theft controCt SECTION 01740 - WARRANTIES AND BONDS PART 1 - GENERAL protect the public (.riot employee ogoirst hazards to open excovc+km, •.ehlc!es. construction activity etc, relating to Its activity during the construes tion, per,Od, documents, will be tele-) by the testing laboratory, all sampleng equipment and _ personnel will be provided by the tP•;ting laboratory and all deivorifs of specimens and 1.01 DESCRIPTION I: Erich Contractor shall IaP responsible for clarifying any discrepancies in the drpw,ngs Or Samples to the testing Ioboratory will b! performed by the testing laboratory PART 1 - GENERAL A. piloted work speciDrawings elsewhere, 013 0 r 5fir_o+inns prime to the hf g,ru,inq �,F tine w.),t. i..,.�,,r•i 1,01 REQUIREMENTS 1. ihOP Grp w,ng5� SfCLOn o1?40. 2 Testing Laboratory Services Section 01400. SECTION 01311 - SCHEDULES AND REPORTS SECTION 01501 - TEMPORARY FACILITIES ' A Compile specnfled »firrnnt(es gid bonds 3 Cost-in-Pince Concrete Section 03300 (Grout uindtr base plotes) B. Compile specified service and maintenance Contracts B Furnished but installed elsewhere PART 1 - GENERAL PART 1 - GENERAI C r.0-e,eeCutr submittals *lien SO specified I Loc,so anchor bolts Set by Section 03300 U. Review submittals to verify compliance with contract documents 1.01 ON-SITE DRAWINGS (Required) 1.01 JOB OFFICE E submit to Buffets. Inc for review C summary I This section ,ndudts fabrication .nd erection of structural steel work, on shown •. tat l.v' tr,:_t;r till be rPThe C t0 keep ? Celt supply set Of complete drawings In f cu rOntllt•C A Lam In LUn+rnCtor Shan rgVldP a 1,02 SUBMITTALS an drawings, g s showing size Oral location p Job of f icq of the site, In o fob A•nl'wr Or within an gs, Includrn schedules, nates, dna veto' the Joy site of rill times The Contractor shall supply a complete SP+ of Current drewu,g>;: enclosed area at his option, and will be required to maintaln o sat OF plans. Specifications, onJ of members, typical Connection* and types of steel requnrtd, <h�.winu ",P �.^teal construe tier, of all work This set shall be rgne,l the As-Built A Warranties rind Bonds Shop drawings, in o neat and ,ralorly manner. Telephone FaCRitles shall be made avniloble at [' ,,, , ;,-,nit be turr,e-t to the Buffer>, Inc: project manager at the end of the rhe each Contractor's expense. Lon distance hone Culls will be id for h the LPrepare in duplicate packets. ii Verify regi,rements or speCifkobor,s rt ) I b Structural En ineer ,n, r-"ymenf » g P P<I' Y 2ro,mat D P, Y 9 i,nu,,,:tc,r rukin,3 thq ,;-all o. S,zv b 1/2' x I'V. punch shout for' stonda'd three-rir, binder J t' g 1,OL REQUIREMENT, ❑F REGULATORY AGENCIES 1,03 TESTING REP❑RTS (Required) 1 02 TEMPORARY HEAT (If required loy environmental conditions) b Identify .dein packer rich type o. printed +,tip warrantlff and Bond:. incl•-.ding, 4 Gr'S,gr, ltiu9r or,d r.,.toririas: r.OnStr v,C bon• A. furnish euffrf w,'.h oro I,y Of required test a ortS made b 0 testis 1nCarnti,r. (U Title of project i Comps with Ankricor. Institute of ;ttel Construction (ASIC, 'Code Of Standard ' P y g y A, Ear_h Conti,,;tri r' Shall f„r' all temporary Y+POt nerve.afar• fir,_, rngdlntnl to :onstruC{Ion Y os soon os test r.i.. t,ien "r., .,i n pay p y y (2) None of Contractor Practice rOr' Steel Buildings Ono 9r,al es' latest edition Paragraph 42,1 of the of the prosect He fY.aU enClOie the building ,is promptly as possible and shin Mointnin the � 9 q It. Rifer• to 01400 for cps ting ,-. ,•, • ,I' � l ..r'ocedureg (3 Dote Of duration Of warranty or bond above Code. Is hprfb y the F011oring Sentence 'This tpr,pPr-Ocoee of the b,.+lldwng fit nit I@fS than 40 degroes F. QxCPpt in arwns rp;@ivnrug mn{rrlUly f y modified b deletion Of necessitating higher tlnperatures B. Service and molntPmOnCe Contrart3 fxlCutfd by the reSpecl;vP mon.4foC :vrer. approval constitutes the Buffets. Inc acceptance of 311 responsibility for the dvsign 1.07 GENERAL supplier or sutcontroctor ode UOc of an detail configuration of connections rlevel I Provide two r2) original signed copies for each cur,tra_+ q Y y 9 Klpfv. by thg fabricator B Buffets, Inc sham goy gar nil hrotinG Costa. utter tit dote Of substantlol rom]letlpn q g ns part OF hIS preparation Of these Shop drawings' A itondord:: and M reef ASSocnlbon Requlrer;fnts ,ss•,pd by the foli]winp occeptahce, or occuponry by Buffets, I,c, whichever date is the ear-i,er 2 Provide the f011owirig Information For each copy, 2. Comply with A.I.SC 'Spocii!Cat,on For Structural Steel Puildings.' agencies art CM, ” , port of these spec,flcatlriris Should COnf11_t CC,.,,,.• bet«ee,, a Table of contents, typed In r_rderly sequfr,ce project speer Flc,.' , ;,,)d references, projvc+ specification Shull goverr' Ppfvr enr-o Lech Cor•troctor, may use he b Product of work item B Welding y ! permanent hpa{,erg system, it his option p shop and eric material and mads, •Ions to eacY; are Indicated in each ter tlG, they apply 1,,P ' c Firm, With none of Principal. add,'lss ontl telpphOnt rnumber 1 Conform to America, Wilding Society 'Cods for Welding In Building following is a IIS- :,+ these orginntations. D If the permanent hooting system is used the Hooting Contractor shall Instoll re•ipor Ory filters d Scope Construction' latest edition as mOdlfird by American Inst,+ate' of ,,,feet In the System which, shall be r-eplored every month during Construction. After final clean-up. is. Date of beginning of service and maintenance Construction Specifications Ac4u.^.tical f [nfUlattn,� Mri teriOlS Af sO<iO tlq„ ,AIMS, F Duration Of service maintenance Contract +.ht specified filter s. In a new ontl clean condition, sholl be Installed at no odditlor,o( cost to g information for Buffets, Inc personnel on proper procedure in ,.use of fohto a Welders Amer'rc On EOnCrote 1, i - it* Ste...Norris ,A(I, Buffets. Inc American Institute o1 n3tr ooCtion rAI,r' h. instances which might affect the validity of the Contract. ';r,oll be qualified in accordance with American Welding Snclety reit(+i pment4 Americo%, Institute n, ,,:,trurtion AJN,,,, 103 ENVIRONMENTAL CONTROL DURING CONSTRUCTI❑N BEF❑RE ENCLOSURE i Contractor, name o$ responslbte Principal, address and telephone r,umbost American National $tc' , , , ' •,tut*. 'ANSI American Plywood AsaoCi- A. When wort I I • ,Gement wRothe, . each �ur'•troc:tor ei . -.,de protection C Guarantee; Suhmit 9voronter per rittnchrd 'Guarantee Form' 1,O.i SUBMITTALS American Society of Tog • I !lateriol ,ASTM- against (1 ,t@rials InStalled as f011Ow-. Coverings r,+ndptlOns are lea{ open. or D. Binders Commercial quality, three-ring, with durable and rtlonable plastic American WeldlnQ $Oclety �,../` , ' covers Amfric n WOOd Preserver 5 A*SOci i',•r wt'A, building 1, + tr,o,,,* hoot In «Inter. each Contractor Thall p•Ia.Ce hay, strove, or similar i Provide detailed shop drawings -showing Fabrication details and teoction pion pr otecti';n - -• ng er'aund anU over footingS and floors already placed to prevent freezing Arch,ttcturol Aluminum MOrl,tfactlr,r , ,r:lr,tion ,AAMA� below these t1 ,I h{ result in Fr-rl%t i,raviri 1,03 TIME OF SUBMITTALS � rt drawings de Si ,. and dltoNin of q g Except as Other w' n 9lCgtfd On fhr costa Arch,tfctur0l woodwork inttitu+, g gr g Bask Ponding Code (B©Cr A For equlpment or component port; OF equl mons ut into service darn, comnecttors ;h'. n . •1`P steel fahricator % rtsponslbllity and shall be 'ncluded F. If rOnCr•to rl.,i,onry. or similar work 14 done in irtfZing weather hoot pint _Ovfrinp shoe be P P k b an the Shop d, " the shop drawings Shall also indicate trip basic data from i� Brick -clot pe f, lonrCo nE1A, prop, ss of construction. Subm,t documents within 10-clays. aFter acr-eptan,.e '�it f s COmmerdpl SPvri;icntla,s <C';, G%ovided for motortuls and Finished work so that no freezrnq wd! occur blforf setting hos Y which the Conn. ,, details were developed. Except as otherWlsP indkotfd on �`j1lJ 4 ,,'dF Ir�f tltute rCP SI'• p,-'i.p.t, w1 cof ,F,,,artlY to prti•@nt domage from freezing B. Other oiS► mnM! lubmltt0lf within ten days after date OF subs+ontlal rOM1'IptlOn. the Contract r, n s, Connections shall be adequate for developing the full � +�C' COnr.rrtp kpinfOr'Cln , " 9 q P g S No tionat Acoustical l., ',,5 Association 1.04 AFTER ENCLOSURE prior t0 final request Far poymert strength :, .,pllcable members Except whir! MJhdnt connections tions ars ,'� Sklown on t, t.act drawings, the f e of ronstr,Actlorl shall bt• < Nnttrnol ASSOclo; He _A%scia+iolural Metol Mant,i�,._+.r er ^:AAM ki acCordonce ” ,, ASIC $ ec,Ficotions. YP type 2 in . \ Nr,tirnOl Buidtrs Ha• ,” - Asfc•C,o+far, rNPHA; P 'Y IVIICHAEI •IOHV A Environmental Pequirements, After enrtosure. n minrmum tenperoturt of 51) ,daclrpes f shalt National Concr«tl M•)•, Assaoo tion WLMAI f rOr items hF work, where accp tnnrp is delayed materially bP•and date of r f be maintained. During placing. setti,y, Cwlnq of pinater'. drywall, etc, a rine.-•m temnrraturt p y y y rr ' ,w, copies and One ,I) stMo for engem ,gl prior t0 fabrication. WII_I\1I,5 Na t,Onpl Electrical Manu,a:aurtrf Asf OCla ti•7%• 'NEMA! Substantial completion. provide updated submittal within ter, (10) d:,yS after `�Cyr�1 Of 60 de eta shall be molntolnpd :r,� National ri.o t',-_ ,ren,,. Association (NEPA) � OCC@PtOr,Cl, tinting date Of n. . ,:( + ,. .. _+.,.-+ t w n,-. „ ^•IOd No tinnol • • ' IrPr's AS80Ciaticin :NLMA) Cir at least ten days pr-for t0 placing of woodwork, floor covering, poinf lig and other inti,-inn- 1.04 PR❑DUCT HANDLING , 028 ' , ,a_hln a mitlmu'm tem clieg -,mat, be maintained and r'viot,vr hue„dity [,r-i,,,e- of materials to be I�Stallfd under other secNo•,s N,',t�,-^�nnl ,. ,. '• . ,,:fur lis Association �NWu/` � 9• pfr•n tore OF 70 rets r © I _ +fuming Contror+or., NO, 105 WATEF1he brought dawn to a maximum of 40 Percent SECTION 03%0+0 CAST-IN PLACE CONCRETE I oYk;gt•;'°.��'b� oret�'; s�or ro t�;si�`i�spq�pl� ,�e11t�r operations o� �`asa�° �� ,nufacturers Assorugt,(- p T«t Council of At- Provide seftln dr Owings, tem fa �1 T,'us$ Platt Inst,• A BufFety Inc. shnl, Furnish and any fa nn temporary water srr,ncP Lock, rontrnCt,r PART 1 -' GENERAL 2' g g p fes, dna dirictianT For ins+r„lotion of anchorage Underwriters LOP ,U'L shall fur'r,.ci, and In9lolt the necessary piping to r•ten'd the water service to flit iocotlor,= device* as required _,,nilmr-r, Bult((;mq , I %6q,d%eel by th*. Con+I-nctor 1,01 DESCRIPTION r :forage of Matfrvgls 106 TEMPORARY ELECTRICAL SERVICEI. Story structural step' members obavt ground on platform, skids. ,)+he, this section includes All motfr101s kib0,' ern"t,• aria service* I,fCfs£P,y t, P PPc,, NO.: sL,f222$-03 SECTION 01340 - SAMPLES AND SHOP DRAWINGS furnish and lnsrtoll in accordance with the i and SP/ClfiCnt,ons all item% • Stott shall he protected from co,-rosion. A F-sec:rico: Eon trnCtOrs Sh011 pf Ovide and Connect ttmporory electrical goryiCos as fon OWS� - p DRAWN B`- rA.W.,►. w w I Mn „""M 100 ampere. f ie phase, thr'ef wire service from ,.itllit Ilstfd. but not limited to, Footings, Foundo, ". 'c. structural slabs. piers. Store other motor lots In a wrother tight and dr lace, ,.intll rrp.',d FCi- .1511 ir, fhr P M7 p y ::rola t0 o point C0Atr01 JoW* tooling, slab On grade. *olkr. "i ,einfarrenent, expansion joint ~ *a,'� q y p y CHECKED BY'. J. SULTANY PART 1 - GENERAL . , ally lor-oted within flit area of construction, including Motoring, n disconnect material, Placing anchor bolts supplied by , ',,,,U ft@e' supplier for b,-]llding St„, r, .,,r end distribution i Npne.,+ in accordance with the utility Compor s VnrlrngPd materials In their nrlglna! unbroken pOCka t ur :•.in tob,rrs S q' Y T Y' Into FOUntlntlonS. Verify requlrpntrt* 01 t g EMENT , :*Ie, Fq,rwpmentr E Y 1 tions prepared @d the 2 - PR❑'J C S -- __— _-_.._. _____.___._-__, LU1 GENE AL. REl7UIR ''"' re fir t: Structural ngineir. PART U T " , w:runq shall he Sized to ocMmmadutt ontkipalP.d Dower Ioods during Canstructian 1,UG QUALITY ASSURANCE '.ISSUE. _ ,� DAt(. . , f. 2.01 MATERIALS OWNER REVIEW Of-10-01 I h 'I - E'^,. tricot COnto,ictor sholl pay for Costs For the mantenonce of the temporary A lnstulier' Uuo,IfiCohOrl, • , :.ighirut COnCre pper'ations provide a person who ber,fy o!1 ,nfo+'r,at,o%, ” rh Specific requirements as Shown nn -hot Struct,.,enl o*i,ys. Bio AND PERMIT Of-t7-Ol • F PIPr t-,cat Facilities Ond conrrlr+ion fee herein provided with the rxceptuan of lamps, a5 5 thoroughly Fomillar w I— requirements of the contract documents, trained A $tie' *hp I, 1 A I long as those facilities may Ile rrrlulred during Construction Lamps Shall be provinia pts, bo, 1 ,,MCI plates and experienced in CC, bnUtr'UCgoct and who *hall be present et Site and k)v Buf Ftts. Inc I 16,000 pS.l Stirs, ASTM A36-latest ldlti0„ rolled In nn Omer'+Can Mal . 1,02 SHOP DRAWINGS shall Olein all conceit, " Use dequnte „u,+bre Of Skultd workers to 2 50,000 psi steel. A572 (]rade 50 as noted o,, plan ,nSW a r' h)%t 0117 t,ur ;I r,,nrr P+f »Or•k �. 4n ttMPOr fir, � � •• .' I �,pM@fit% for pOWPr qr)d light beyond thio of fir Pmen hOnpG B Str uC turps steer tubing' r. , . , , ,,,: .: ,r,. , ,:r ;^ill be Pr Ov,,,•' , , , r , i „tractor'. bl, the use of fxttnsion Cord: Ali *,rfn of 10 1. 46.000 p-0. steel. ASTM A5n0_'^teat rdltiO„ Gr oda E , f,,. ,, I • •,- ,- r ,a „-,:n.,: , -, , . I,., infractor I of fire c.,i 5t,.,r:,rae Facilities Shoji be the rgsponslbility of tine rr,ngtror+c. ' - -.-_- _N_. __. _. _. .- -__.__,___- 3 SUM Ai S i grit i, Snm@ COr'sunpd Our ii, the raiser action of the 1 Testing Of Aggrtg0.te' Foch'type of fine COar•ff aggregate to be used Str!iCturgl Slerl �REV1810 DATE: ». g A roocreto Mir Design r Pipe' ._ _ - - - ... - - - „• I• q L 77.000 os.., ASTM Ag'1-latest edition type f '�rOde P - --______.__- - oat of all Mft,r-rd tempo”ar•y power- Star,rfOrr{ ,,, r.rr{ t, re,)erS UCT DATA n!rinq from fociltiet proAdod ht,pin +)y the Elf,:tr i-,al cont, hall h shall be completely tasted i .n(rOrtlar t with the n equlrrmfntS of Lightweight aggregate sholl Fie tested In accordance with the ' , nuts, s e paid Fr' ASTM C33, infest edition, and these s eclflCntlnns +,:i t!v by Buffets erne. I. Sic, , n rr ,. .•est Pd Uo,.. Cl,,do, A . I . , , I., , • . I 1,07 SANITARY CONDITIONS requirements OF ASTM C330, latest tditi0n. 2 Pi , , , - Design of Mixes, Design of mI"e3 In accordance -I =•'+ I .'-latest edltior). TyUP A " n b +f p+g. _ sr,„u sP+. up ,rid maintain „t him .vppr sof r.hgmic a' tod-,: *I", ACI 301. Section I , 9: design on *iso ofmlxvr.r,or,ent and aggregate to bf CO tr cement Factor *dear-;lemtrlt ,'meso I .r . ,i I�., , I. .I -r nFn mirq to ,+y ,)rid t+rite rrrpalrrr,enttl er,d nrceptable to (1CI1:. holt- t •I I i • , and SCOIP sfttin f'I 1,08 TEMPORARY BARRIERS P lest reports on lest Ci,,,, „bmlt ,•wits of oil r-uhprv%s(bn 'tV%+S on COn Fpm r Section I< of ASTM A`107-tote%t oditio„ • ” w ' . concrete test cy,lnde, s + " . ,ct ,.ri t'nglrP” Suhmii too lc' , ),, sh•f,lgth threaded fosterners ,(:', , ',.., • I• .w, , ,• , i- ,• .. • 1.I1. , , , - . . 1.1 „ A F ,rh Iilintr-�Ctol' Shall provide +empot Ory bgPr ler 5, warning ligl.+ . i to pr(•Tien . _ s 1 *r,er on i . . 1 ASTM A_c. lotest edition. 1,04 PRODUCT DELIVERY STORAGE' AND HAND n'�. , opip ,.. � , .. t.�, ” i.r'7ten:+ th@ genion ,,,,-{ enPl,:,yge nga,r,ft hozar'd* to open e.cneat ,tl,,.I,.^ i LING F s Pacific Hwy, 13FDD G. Filter metal_ For welding BUP2003-00376.MEC:-003-00330 r ,o„s+rurUon uct-. ,, rr relating t0 his activity during the cor,g•” ,cttOn period. p _ 04 SAMPLES (lomply with Section J2 of ACh ” - "i,atu]nc for- Sfruc+01-,it StcP, 16 of 32 SECTION 01018 - STORA©E AND PROTECTION A tipllVpr'y of rpmerlt Cement Shalt he urer'rid me ore i1 ,,nbr,,�e, ntn,,,er6 atPst edition OM «hir.h the biome/ and the manufnC{urtr's name are marked. ,.I I I I ” • . , H :hop pnunt pelmor' a '" 6 Stora of Cenert. r,' "fit sholl be stored ,r) a weather tight manner anrt q,, ,.Jr, PROJECT LOCATION: PART 1 - GENERAL 'm,:ohor whir Y, will „ q I S$PE Pn,ht 13-latest. edition Fur nisi Seip ,5) IIC'n% to Field Octlar' +ni,c1 exc' nOlttur t and contaminants. 1,05 CONTRACTOR'S RESPONSIBIL'IT v, Booring aorl'. ':- � 1,01 SUMMARY - RDMATE I � '" "' t"' types of Sizes of r-ro,I g pads _ � � [ C_ PART '°' + t n IE.. II�/� �, ')R I,oter.t ,r,.sy_1% ;Lhpduled ,p, ot+ a n, tit*, *,.it k f, merrins of ,,,,.furs„ b,.,, not 2,01 CONCRETE RIALS UI�,.JI)4 ..- W F [�' , I , „ . „ r,ecessorlly limited to. `HOSP described In this $ectlnn a. Pa-ttonr l.,Pmtn+, ASTM Ci't(l. Type I 2.02 FABRICATION � i ,,, 1 mer'f J +, „_, i+q 1,02 QUAI_•ITY ASSURANCE A. FObncciate str h1 ,,,t Ir occorda„ce eltyn the AIS( "circificot,on far the Design, u n•„ +v,iiar data k. Aggr egotP. FObrlCutlOn anti Ere,-Sion VF $tructur-nl Steel fpr BUilding6' latest eakt,on SHEET NUMBER TIT[ f- 3 3 , , cq ur,her A include within tf)e CC,,1traCtor'S Quality A surnr,ce Per am such nCFdures as apo l Applicable Shtndord• A',TM C33 C 4 L>r,+c„m„n(:e with si n • cations and Irl-oi 001)or�lties )rid ,urlShcrtions Y s gt' p' �. I •} roO dln(,I, eat'I” 2JlnmltI n th requirements of the: ront,0rt YOC,,r,e,its r-f'7,.,'rfd to as stir fill prGtfC�lan Of ,rnrk. MntPrlals Ag9r-eg0te Shall bP hard betted grief OY p,CIds Stone, fol1r:n TI2g E S1^Op c:OnneCtionf shall he wtlde,.l unless cth*r-wl5e noted on drapings I/, r,orrowtst dlMensian between reinfmrr_Inq ,Ods. Sizes ns •011^wS' D Notify tfuffrits, Inc, n ” „ire, at time ,if submission, of cony deviation it, the suhnkt 1.03 MANUFACTURERS' RECOMMENDATIONS a Footing, 1-1/2' maxuMum lror requi+merits of •, . t.., + r,. IMentS, :der'-tlfyinq 51.Ach deviation CIVerly thk b Fiji for masonry i/8' r,:,vimllr Field r.,nner-tlons Shnl( he, bolted '.+Sing kdgn %+re„qth thrlidfd fasteners P%ropt them subm,ttols' p a5 atyrrtise noproved by Puff'rts, Inn_, determine and ,_,imply with C. An other camera tai '• + •r1YeC+fans are in(tlr:n+gd A11,0 E Bt in no Fn17nCotlori or ” v I ms x,.rhmlttnlc •.stn rill"" -f 5ubm,t•a' « ,, A. Lana 4 314' Ma.aMlx'u " manufacturers err.nmmtndallon On hr educt h•andling. storage, dine protection Bugfet,. fr•r approval SPECIFICATIONS .t ..�w.i.iiioll ...,,r.....".�... ....W..�... -.W,....*, �_ �r -.. carr, -___�.,.....,. ___..____ - I ._._......__....._.-..r..�,.,_.�.,.�... ,.,,.,.._._..-..._,. _.� _...._.__...,.,___....._...�-_...,,._..�,.._....._._...._.........._...._.. ------ r. ..........,.._...,-._......r,...,.,....,.r.,r,..,......W.,.,..,,1......,,,,.•...,,r....►„n.a.,,•,.,..........r..i».. ..,,n,. ..u.w,..rr....»..,....,.u..^....w..»r,...r.«..�,r,,.,.,.wr.,..,,...i..,.i _.....,.....-._ •...o.,..uw..,.ww..w+v.rr+Iwr��,uatiiwlllR a .. NOTICE: IF THE PRINT OR TYPE: ON ANY 1 1 I I 1 1 f I 1 11 I l IIII I I I I I I I I I I I I I I I I I I I I I I I�I I I I I l I 11 11 I I� 1 1 1 1 1 11 I t 1 1 I I I I I I I I I I I I V I I I I� 111 11 I I 111 1 I 1 I I ! V I I I V I I I 11 11 I I I I I l 1 1 1 1�I I V I I 111 I I 1 I I�I�I I I I I I I 1 1 I Ill 1 1 1 111 1 I 1 I I F'�o �f)J �("01.j IMAGE IS NOT AS CLEAR AS THIS NOTICE, --� -� - —1--- I _. _.___�_-____}I_j_��_. __. �I —�-_�____---- l___ � � / ITIS DUE TO THE QUALITY OF THE No,ae & ,w ORIGINF,L DOCUMENT �o� �� 11 11 � -T- _. __ _1811 I IIIIIII!II sill IIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIII�1111111111IIIIIIIII IIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIII IIII IIII IIIIIIIIIIIIIII'lllllilllllllllllllllll Lllll itlilll IIIIIIIIiilit L Ull 111 gI 111lIIIIIIINII i . or r :,. ;�k r !, ., , , r. , .. '. .r D High un 6riOf fPO'Cled cgnstruotlor, Os Lural shat( u tightened Irl ocndicatuf witr. 02 F ABkICATION R Tt N 06100 - ROtJN CANMTRY 3,OL WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS 1,04 WARRANTY �et����Q�t Section 8 of Spectf,•ptlons fo Strutturot Joints' unless cthereife iildKoted A Inftatl roux gr0untlf. nailfr'S, 1,loci 1, 0,:d slwtpers volare Shown and where rerlteired + + Generali £Or rcrvpnng or attOCt-Mfnt of other week Ft>rrn to shapes as shorn antl cut as A The rratvrk.le used for this �,IIFppcf. Shelf be produced key Hotels Specialty Cr,4MILulf. , E Weldlhg to ClinFa/h <a AWs rodp for wela0ng wI Pudding Construction' (pteEt ,<ati,,, PART 1 - GENERAL 1 Form dock units n length t0 span three or more fuppcwt spat.�r.g share pOfSWI. required for trove, five arrd level Of' wort, to be attached Coordinate locator, with other ,• ���///11� with flu B H$C. enc mutt be, notefletl a� lir4st�tec'r�fetrs �r1pr, o ICatior, enol n rarrw)ty will be CO F Merlber S Shull be Witten AISC Standar di for st,Ge tuffs Of Str dural members Sh tekescoPed Or notated two (2', trickles end tops ,nd nesting skit laps T work involved �' ],01 RELATED DDCUMEN r S requested two#rontifs ore ,1(sL#({on ar, ridlvsdlfal j�lb.baBis: e 2 SDI Stondurd Dpck C'anflEurptior,b B Attuch to Substrates ,+-5 r*qulred to support applied looding Countersp)Iv bolts and ruts G Column Bases Shull be mlNad Ona uttoChvd to Cdunhs o 1-1/c' A. Jr cr,t.,s anq ewr01 ov!sionS Of Contract. includin Gerterol and S iementur Flush with surfaces. unless ate a vise indlr-ted Build Into Masonry during installation •• • « W a 9 app y 1,OS SUBMITTALS 1480 BUFFET WAY H Th Falftin 1 Dept upproxlmotlly I-!y2 Inches Cor,diflons cud DIvISIOn 1 Spei.,FlCp<lon SfCtlranS, apply to this sec'eon of mosvrry work °T) g' , 2 RIFs spaced approximately six i6') incht� on centvr A Product data Indicatin test�V* 11$ a»a �orfhrce.rs "'dicotea E:AGAN, MINNESOTA 55121 I Thoroughly dean Steel of bJoblrJ and broken mill scoter 3 Width or rib openin Ot roof sur•facv trot loss than 1.3/4 orches B Verif a u,rwefnts or s propareu by the Structotal Eng,,rve- 3.03 WDQD FURRING g • 1 (851) 994 8808 Remove rust. dirt, weld flux. welds utter, oil antl rease de osits and renal 4, ® Y r q peciftcotiony smooth and Sher p g p ° Wiatn a batf.•n rib surface nut Ivss then 11/lo Inch A !r)S toll Plumb oma Itvft w,t� c ,-•svef strips at edges and opfnk,ys Shm with rood os B Manua at p,rirs executed Ota rd•roar•w 4yren''�ori u pfr,od Of nut 14ss tf,an S pies' Y P proJecttonf I Finish 1,02 SUMMARY required for tolerance of flntsr•fd Work Y 3 Do not paln< cork to br enrnswa in concrete or masorw'y autnnr,zvJ siprioturrs and tndpr se�tS,'d.},rig x,t�•,trptt iiosf-out Slibrrt tnl 4 CCOveragf Shall be applied en o 4 r,11 wet film •Erich provides o 3 nil conttny� Fort L MannOcturc•r•* standard 'dray, boked-on rust Inhibitive A This Section includes trio fotlowliI B Furring to Ppcwive Gypsson Dr'yroli Install 1-Inch by 2�,rtCh furring at IE 0Chfi O.0 of runs una sags 2 PrOviJe touch-up paint fur field usw rer•fmca+lY 1.06 PRODUCT HANDLING L F,'onlr•g with ulmens,ort i"ttri• C Suspended Furring: Install suspehdea furan r,embers of size and spacing Indicated. 2.03 QUALITY CONTR13L 2.03 SCREW FASTENERS includin hen ors and ottacnment do Ices Q*.#I to a to,*-once of 1/8 ihrh Int 10 feet A oelr„ei materials Ir, the coregllal monufactur*rs seoied coraaattr; • 2. Framing with vnga,eered wood products g g (- 3 Wood pr punas riaters. and blocking, except 1/4 Inch In 10 fest for thick-coat piaster *ark. b Store materials on such 0 tray as to prevent domept to containers or product and protec' a Au mottr,als and Wnrknonsn+p tp to Furnfntd uncle.' this Sect,a, shalt be fublect < A eek-drdl,ng meta, 4. Wood furring 3,04 WDDD FRAMING, GENERAL from Freezing teelperatures and open Home on the fob site (n o2corgpnct with Manufacturer Inspection rn the Milt, shop and field by the Struct,.wai Engineer or by quoltewd b Mln:mum size to be No 12 5_ Sneath 4,spfctors retained by the Buf ets, Inc ' ren Omme`da tons) PART 3 - EXECUTION A FrurxnV Stv,dora' Canply stn NPP.A •Manual For Hous¢ framnrr,' unifSS �tneWlsw b Inspection Witt be conducted without ex nsf to the Contr'000r, however, Ins)tctlOr, B. Related Sections• The following Sections contain reuturvments that ,eloted to this Indic0tad � T Section, 1.07 PROJECT CONDITIONS shall not relieve the Contractor of his responsibility to furnish Materials and 3.01 INSPECTION B Framing with Engineered Wood Products Install fri:-ing composed of engenvered rood Wiarkmo nshep In accordance w th Contract regidremfnts. products to comply with manufacture, s ar es.rims. A Surface, air and material shall net be Icier than 4G degrrrs F or hIyhtr than 1tU de groes •�' A I I •,pport,ry member"s for COrrect layout and alignment 2 Division 6 sectionk'FnishbCa pentry' tor' ngnst,uctur'at corp@ try items exposeu during application Do not apply ehen temperot,,p-e Is fxper_t!tl t0 roll actor 40 aegrevi F C The Steel Fubricator Shalt retain the Testing Lolotdroltc•ry tis per Section U1410 of not B .,, r that Surfaces t0 rpctivf rpoi deck pip fit! Of rstbrra. Snow anq Imp to vkw and not ipeClf led In snottier fiction C Install Fr•amny rut Mbtr•s of size antl spacing Indlcuttd wither) 12 houYs pdoutWnnl froom!@ tU Buffe<s. IMC to test all full penetration shop welds I , t Proceed With nstallation until defects orf corrected. Division 6 section 'Custom Millwork' for Inter for woodoork specially fobsecated D Anchor Ono rio,l us Shown. cna t0 comply with the following• f 1 1 n, b Wfnthtr fh01 bt c Sar and there shut, br no preClpltation due'Ing appllcotiu, a txpfctrd f_ for this protect National Elevation Report No NER-272 For 4 hours follow oppllcotlor-, I Tht sl«el Erector flxitl retoln the Twstmg Loawatory pE mer Sectio„ 01410 nc lay 3,02 INSTALLATION 1 pntunnti[ or mechorilcal dr Nen F- i^G additional expense to Buffets, Inc to test 011 full penetration field welds Nolls. and ullled fasteners I Do riot opply when relative nunidity exceeds 85%. or at ten eratures less that-, PART 3 - EXECUTION A to"r'ai 1 03 DEFINITIONS 2 Published rtqurenents of manufacturer of metal Fr"Ming anchors S degrees F t3 degrees C, above, the dor point. Allow Surfaces to attoun temperature 3 'Recommended townie g runges orad conditions recommended by Manufar_turer before proceeding with water-repe'le, I Install rOOf Joel- un,ls and occeisores en accordance w'te, manufacture 4 A. Rough carpentry Includes carpentry work rtUt specified us Part of other sections and G SCht dolt' OF b)e Budlsin Cagt system installation. , 3.01 ERECTION r^eeomM•ndotiOns acid shop dr ovings gfnliroll not ex osed, unless otherwise s *cif+ea Y D P E Do not Sotos• atruetueal member s between srppa-ts. B P:,,rIl fia,f Deck Units C Arco* not subject to noturur vtntilutiun sholl have positive ventuution provided throughout details of reaction of atruCtur-at metal Shalt be in accordance with the 'Speclfirofli-If 1.0'4 SUBMITTALS the applkotion 1 Pof'twn roof neck colts On supporterng ftefl fraMtrrxf and uljust ec fatal 3e0S STUD FRAMING fear the Design, Fabrication, and Erection of $truCttirat Stool for Buildings, and the 'Lcett pOOltion with ends beer•Ing on supporting members arrd adcurutely OUgned end- A General, Submit the followin In accordance with conditions Of Contract aril Dtvinion D Surfr,Ces to be treated Cnn be fit hti den but fpr' best reselts. a dr surface Is of Standard Practice for Steel Buildings and bridges os issued by the American (nstitu to-and before b*In6 pormanentl fastened. g a (,@meal' ion env studs sF that wide Fuc! n stud gl pbottom pllpr to dlret I of wall y r p Y of Steel Construction - latest volition 1 )peuf,cation Soctlons or partition 4ntl morrow fact s parpll¢I Install sot t button 1 reconnenaetl c. Lap fads not IIsi than tri r2', n,;hes gi p ntf and dOliblt top plOteS using 2-inch-thick members whose widths equ.tl that of studs; except srgle top plate E pprsOnnN 4huu tar rained ogomst concoct of m0fenais ■nth ;kin Or vyvs 3 DO not etre nit al Contract the ;ode lap urerto a b Product ciQto for the follutil products muy be used for non-load boot ing partitions Noll or anchor plates to supporting F l vel Steel nrrlbers plana. awal trot tO hall and dl wed Ins 500 than Fr Om plums 1 Pl c* deck units Sept and fquwri, antl Secure to Od1pl"ant irnmu,g rithOut warp Construttior, F Surfaces unintentionally tooted during application Con be cleo,)ed with Water' level onM OlignMvr,t of Indlvldtxy, nprnbtrs snau nut excfetl 1 to 300 or deflection 1. Engl,etred wootl p.educts lnstou temporary guys and broclr'g In nCcorolanCe with StcGon M42. AiSC 1 Fustoiting Deck Units - Refer to Str ,ctio nl Drnw,ngs I For Interior partitions and rolls w,stall 2-rich by 4-inch rood studs spaced 16 tS 'Specifrcations�' Lvov* ton Orur• uys and brocir in IoCe os lo, as me be l Moteriat certificated for dimensigr,a+ lumber cpec,Mod to comply with minimum alloroble Inches OC G lJpvn Canpie tion OF thv work, tra'an acid d1brlS crap tate qy nark rOmplvted under th,S feCLon +' p / g ) g F g r D Cutts) oral Flttin s unit Stresses Indlratf and rade Selected fur each use 05 well as desi t values Shall be ronoved me site necessary g 9 9 gi' � COMStrUCt corrWrs and In ter SfctlUns with not less than 3 studs lnf toll nlSC ellur,enus 'i opprcv¢a by trio Board of Review of American Lumber Standards Committee ulockln and frame as shorn vnd as required for su , PART II - PRODUCTS 1 Cut Ond F,t reoi dick ur„ti antl aCf oosomes u,vend pro)r,:Lues tr-,r ouch roof pG �p pp:trt of fnr.Ing mO tenni s. Fixtures. D. Properly' „l,gn The structure before nuking permanent corxtectionf that roma atfe t tr.e deckle special ,tens, and trim. alignment. 2 Make u t neat, square, and trim Make cuts smooth w, deck e,0,' ascot 1.05 QUALITY ASSURANCE 1 Install ;ontenuous horso, %ul blocking row of mid-height of single story portitions 2.01 ACCEPTABLE MANUFACTURER E. Shin and level bust plates and bearing plates to be grouted with steel shins Or ttve,,nd nppeorpnct where exposed to .ver rr )ingle-SOurcf Responsrbdito, for Engineered Wood Products, Obton each type of Oyer e,3 Sett high and at mid point of multi-story partitions. uslog 2-Inch thick huts and rash's Structural steel bearing on masonry wells Shall be supported ,an u 3 Cut op Fur s in roof deck true to JiMenslo„s .•fn meta, ,aw►, drills, Or• cotton ,:"yir'tered wood products iron one source from o single manufacturer members of some width as wait cr partitions A Products ,pecifred as the standard of quality are manufactured by Harris Specialty Chemic_ _ full bed Of mortar torches ° g y !rK of Jacksonville FL C home openings rltY, mulciple studs ind heodfrs InrtJll na,letl hNpdvr members of 1.06 DELIVERY, STORAGE, AND HANDLING I Address Horris Specialty Chemicals, Inc. 4 DO not use cutting torches re, awrk iL tapuse.l triickness rouse to width Of studs Svt hfodfrs on edg* and support un jams studs 81370 Phllt,pf Hlghwoy Suite 101 F OriFt plea nay ae used to bring the svwrol ports tu;ittutr` out they shall act be „sed ,r, p Mannar that will distort bolt holes ur donoge the metal 5 Field Cut nfevssury fker lilts and ill other openings A 11lllvtry and Starpge' keep mutKiOis under r_p✓er and dry, FYotect pgOVlft expOsurf t., 1 For nonbeork)g por'tit,onf• Install double-lnnb studs and headers not leis then JOCkfOMVIIIe• FL 32256-8208 S weather anq contact With damp Or rat surfaces Stock lumber as Wait as plywood and 4 inches deep for openings 3 feet and less in rtdtl',, and not Is•.f then 6 Ir)ChPS Attvn, tThoro Division, E Tol,:h-W Poknting G dolts shell roof at made or enlarged with a Cutting torch fohrKotton errors shall „ot Other panels, provide for air- cwculatbr will a) cud ara.rnd stacki and under temporary del for wider openings 2 TeleGFor,e 9041928-19U0, FAX 1901)828-1990 ht corrected h thio field, except upon specific approval of the StructiJroi Engineer 1 Wire brush, clean, arrd paint starred areas. welds wad ,I.n it Spots on top antl Coverings Including polyfthylpnt and similar• mates rats 2 'or load-ovorinp portltbns, Install doublf-lamia studs for wider openings install bgttoM turfutes of docking units anr:i sivipportir,y *tett Members I'todora of depth shown, or If not shown, as recommended by NEPA 2.02 WATER RE PELLENT MATERIALS H Field corMeCtiunf shall be either bolted Or- welded as indicated on the ar•awngs Use v 7owch-up g0,vpnizld Surface' with golvaniYed report• paint applied In occordunCw PART 2 - PRODUCTS Manual for House reaming.' t A325 hrgn-ftrrngth bolts With man,lfy:ture,e's instructions 2.01 (_UMBER GENERAL D Install -Nogonal L,r-ocirg in stud h r-r4 r„- ,,tenor woos. es shown on the drawings A FOCtory-blinded clear ,r repellent systvM: •Hygr-ozo Clear 16•. 1, J Touch-up shop painted suefr•Ces Pith same p01nt used In ;hip, nr,u apply os I Assembly of high-strength bolted co,inectbns shall conform to the requirements Of recommended by m,nufocturars A Lunber Standards Furnish lumber MOr,ufOCtureat to comply with PS 20 'AntricOn 3.06 INSTALLATION OF CONSTRUCTION PANELS Y 'Specification for Structural io•nts using ASTM A325 or A490 Bolts' 4 Touch-up point to match existing point ,n exposed urtos Softwood Lumber Standard• and with applicable groclog rukfs Of NvSpection agencies 2,03 PERFORMANCE REQUIREMENTS crrtifled by American Lumber Standards Committee's eALSCG BOord of Review. A General Cunply W,th applicable recommendations contained In Form No. E30, 'APA �. vslgpa connections shall conform t; uw rPqufrinfr,ts of Sar ha, J2 ASK Design/Constructari Guide - RvsLtiont+al II Commercial' for types of construction panels A Moisture 'opur Trohsmesfeon, ASIM 4 1653-72 'SpeciilCOtbnf' dna Avs DLI- Do nq wfidleg boor o d.gre.f f. Frthtat Materka 3x03 PROTECTION and opplicateons ,nalroted. 'S be, welded Ond d AWS rntp o n tempng below of required. reheat ',: be, WPlde* b Inspection Agencies Insper-t,on agencler• and the abbreviations used to reference then 1 Results 260 grans/ft/24nrs. of 7`F (52.37. minimum us comparwd to untreated samples) -'( shall by reasonably well Cleaned by wire brushing, Chippng arrd hammering � may be A Dc not use suck units For storage .ir working platforms until permanettl y secuo'eco n w,tYl lumber gr'OdtS and SpPC1@e, inCludP the fO110WMg� b FaStfm�ng Methods FOs'ten ParWls Os andlCOted bllOr� Y B Percent rtduction of fruitage ASTM E 514-136 nrcvssary to rvnove fCoke. rust, polr.t and otfnor foreign matter Ir.,,. •t,y upon position I Shluthng• NON to FrnmM� t 1 SPiE - Southern Pent Inspection Bureau. I. Results Block wells. 8813% ,mnimun) C OnplftWn, each rettl shah be Wlry br-uSnld and fxonw)fd antl Shall Si. •urn ? WWPA - Western Wood Products Association section fnoothritstt of and metal Feather edges without overlaps. , • •ed.ym feor, F A;s,-,rf tint constr,r-tn-,n load% th, .. tied -„ ire, .al ,,,t, ,„? ierk 3.07 AIR INFILTRATION BARRIER C Percent Active Ingredients- no lrsi than 9% porosity and :Inktr Each wild shall show good fusbr, Witt, and par,et,oteu., into base C Gr pit )tamps PrOvlue lumber rlth tarn piWC! factory-marked with mule itpn Of !11 metals Yr p Apply air infiltration barrier to exterior wall sr,eath,n to IoM 1 with D Flash Point, ASTM D 3278-82 SECTION Oa600 MISCELLANEOUS METALS lnspaCtlon agency evidencing coMplionce with grading Tulp rvqulrements anq @den<,fying g p f. Field Pointing - _,_ _ grpdtng agency, grade. sper_ies, moisture content at eMf of surFor_ong, antl MMI. manufncturpr s pr nrr-;, f1,wr-t.-,.:s 1. Results' 100 degrtfs f. tiC'l- , ”, I Touch-up paint field welds. boll heads and nuts and abrasions In the shop paint D t4pMy-,nl Sizes OrE w,gicpttd, except p9 SI)Orn by ditON dimenwlOnE Provide actual flilf SECTION 04200 - FINISH CARPENTRY E. Water Repelltncl, Test ASTM C 67-80. Method A Coll Film beth the sons point uEfu for emit Shot mint rl _ 1 Results %/. (mirxmum). e p p ° PART 1 - GENERAL as required by PS 20, far moisture content specified for each List . PART 1 GENERAL F Chloride for Resistance AASHTO T259 1.01 DESCRIPTION 1 Provide dressed lumber, S4S, unless otherwise Indicated I Results Excellent - 96Y SECTION 06200 STEEL J018T8 - Section includes all labor. nate, L,Mer.I ser✓icer • slur 10 41 Provide seasoned Irimaer With 19 1,01 DESCRIPTION G NCHRI' 244 Sirees J1 Cr Iterlo y percent mo xlmum nOiSt,rt Content of ten¢ •fish end "toll all Metal fabr,Cat ,•rcatry r • u, nw,,,.;,�;, or spe,. '.ed hill >f Dressing una ilsipment for sizes 2 inches or toss In nominal thickness. unless 1 Results A. Ihrs sec sun Includes all lobi• -,a terlals and rqupne r,t neeessory to compel to p Wpt1r vel ht Galu 81% reduc tlOri - exceeds en terio PARi I - GENERAL now work of thus section inr_ludes, out fs riot 11MA. i , r Ill indican rill finish car amen work sI„«, QQ 1 Loose lintels not Indicated On the st -,rtu, 1 r•- w„)Ws p y Un the drowiny`t and specified herein Finish b Absorbed Kor,de 61% reduction - exceeds criteria 1 O1 DESCRIPTION 2 Steel supports and hangers for atur „ , , e,5 anti , • 2.02 DIMENSION LUMBER corpertry work specified ,n it i section rnctun�e rut are not necessarily iiMlteu + 4 Steel handrails arrd handrail bror,k,e t, , , ' Is to. the +ulloring. 2.04 Mlx�s •i •' Welotied Work •spec)/oro elsewhere 5 PIpR buf•iptr g„iris ra Iur l,gr,- ,rnnp t., 4 •„•,his thick. 2 to 4 ,nchef wide) provide the following grade 1 Millwork installation. 1 lJnft MOSOrw Sfetipn 04200 6 Count@' suppa'ts and S ot 2 iMftallpUOn of Fhish hnrtlwnrf ”? y p., 3 Installation of finish ,tens Such os toilet r0(xm accessories, metol toilet A. Hyd,'Ozo Clear 16 is provided ,n 0 factor boarded 6Wution to the site Mix x) accordance of ",'ye, C Structurni Metals Section 0131U0. 7 Drainpipe guard and rain leader guar-d partitions. miscellaneous specialties, shelves, fire extin uishers Or- other manufacturer's instruc+,Ons No dilution Of prOdu:t is required or mIU tae allowed 3 Metol Dfcklhg. SVLtion 05300 8 MfChahKa egLWpment Curbs. i 'Comstructian' grade g 9 All other Items of miscellaneous iron and steel ,ndlcateff On the drawirl , t, Any species graded Lyncer WWPA or SPIB rules items, furrxshed k*v others requiring Fostoners, cutting, trimming anti t .r.,fy requlr Pntrts or sGvclflcateons prep:ted by the '.;ttucturol Fr,gu)ear Indlcofltl A,' h uCfinal drawings Ond not LpfGfutl under at)fr SPr_' ? scr,,4bbeng ui furnished materials or finished su4strOtl. - In ':teoi Rroi ., b For structural fi ht Framn Q to 4 ,riches thick. 2 to 4 Inches wide,, rovide +he PART III - EXECUTION 1.02 QUALITY ASSURANCE g g p 1,02 QUALITY ASSURANCE c fonowing grade and species 3,01 PREPARATION 1,02 RELATED DOCUMENT , .. >cctptoble Ma nus o,•t4,r a f' I 'No 2' grade k A Codes and Standards' 1)t.W lfty standards - except os other wixe shewn pr I i YulCroft Documents offec', , « . Of this section include, h,.et L.re rat r,eCeS5or'ily I,m+teri tr. 2 Slime Species as Ind,coter.4 For str•uCt•.iretl Framing grade below speciiffi d.i comply Iwlth specified provisions Of the followori A Verify suivitrates have oven curvd to full btorir+g capacity ,k8 days). Clean s,-,astrott and Cr,tectu o Woodwork Institute (AWT Ouulit Standorels test For moisture r_ontent occordln t0 a ellent monufacturor's written imstru,f.ons Geun s Qther M,Onufw:turor,v must be upproved by the Structural Engineer. ,-",�a,'n, P,,,-,✓Itior�>' win ;tctbns {n Di+lsion 1 of these spiCif,cetur•s ` y 4 '- D • � FOr struC Fur al fruhing l2 t0 1 inChpS t)iCk. 5 nr,ChPs and NIdPr). provide the f„OIIOWIng , fubftra tfE OF SubstOnCpE that COuid trpoir pane tr atlOPl Or reOC hen of rot<er-r coli ant svStem 0 i,P,e,tnce Standards 1.03 RELATED WORK grade vnd species' b MeasurpMrnti M as per the Follow" national Standards l Before proco"rig with work required to be fitted ta'other construction, ( ASTM D 1261, Practice for surface cleoming concrwfe unit Masonry i The tern 'St,rrWortl vC{fications' as used shall rPFer to *itnrr 'StoMlorU O I obtain measur•tment5 and verify dimensions and an shot drawin i for coater) •• Specifications for E. p ",'. MOs:•n.,E �,'ialun 04200 1 'Na ,_' grodv details as regutred fur accurote Flt y p g 2. ASTM D 42 est Method for e Dpi web $tote Jeric K Strtut of St a*ition Of 0*u ted �2. T pH Of ChfhK 011 Clt aped COhCr pts by tut Steel Joist �r,satuti and American lnftltute OF Steel ConstrL,Ctlun. lnstollat+on of Foos@ Ilnttl5. '� 2 Douglas Fir-Larch prudes under WWPA rules ,L L Y , '.c Any species and grade that complies with the following requirements for 1.03 SUBMITTALS k ttrucrural Metul Framing Section 05100 T splUef group os defined in ?Osla 8.1a of N.F.PA Natkanpl Design T C Sour Ce Quality Cootrol P Allow cleaned, clamp, or rater• soak** Surfaces to become totolly dry before installation Inose struetueal steel items inalcatert on the str,.ctut•r,t dru WlnyS Specification, for extreme fiber stress In herding 'Flo' for single and repetitive ! DptlMum moisture content• Kiln-dry woodwork to an avfragt moisture ! 3-5 days nay b! rpqurvd, EFFlorescertce. Hold, and nftdaw sitou be fico tltl. nfutrarzvd (ind member s, and for modulus of elasticity 'E', content Os recommended by applicable Oualrty Stondelrds for the ,emo,ed acini tr, water ,epellernt coating ,nstouo Ion A Placing Drawings regional climatic conditions Involved. a Group i1 species 'Fb' of 1200 psi for single member use and of 1400 A. Interior wood finish lumber - 5 percent to 10 percent overage 3.02 PROTECT ADJOINING WORK 1 Furnish detailed drowings and usts showing the Mort., numher, type. lcrr.ahc,t 1.04 QUALITY ASSURAi•ICE psi fol repetitive member Lse antl 'E' Of 1,600,000 psi. 7 pfrctr.t. and spacing or joists A. Cover nearby surfaces of aluminum orad gloss 2 Show bridging type maks, methods of ottar_rimfnt to le.,,s+ and a, ,,,rage G' .. ,e•; u,•,;1 Sta,narus Structural work Shull Conform t” the tol,otnny stone,,, ,. ,r1, 2.03 MISCELLANEOUS LUMBER 1,03 SUBMITTALS ends -P,otsv specified herein 3 Show type of point, accessories and details as may be required for proper B. Cover uvv Giant* and grass Gprienal Pri,v,dt ',,n4er fur suppOr't or seta,=hmvnt OF nthfr COriStrl,rrt�On including F ,t' 'thvp drawings ,n aCCo'rWnsf with splCificntion SPC tion Oi340 placement of joists 1 Ameh-on Institute of Steal C'onstr,-„-t::,, iSC) 'StPrlFl at,ons fur arcks noNvrs. stocking, Itrrrng, grounds, stripping, and sinNor members. 4 Do not region fobrocot,on Lw,tu LN"owings ore approved Steel for Buildings• 1.04 PRODUCT, DELIVERY, STORAGE AND HANDLING 3,03 COORDINATION WITH SEALANTS Americon Welding Soviet, :.WSW B Iabr,ca,tr miscellaneous lumber from dimension ,umber of sizes indir'oted and into A Comply with pertlrtemt provisions of section 01613 b. CPrbFir;otes 4 Do not apply venter repellent until sralnnt hos been a/stolfed anN cured . Shope$ shown. PART 3 - EXECUTION B Do not deuvtr Mattriols until porting W*t work, gnndir,g and *iM{Iar op�rotio,'re 1 Submit Certlflco'e si r.q that m,,,,.,r Jr p,- p meMbe, t +he ;feel .lO,st L Moisture Content 1? percent ---mum for lumber Items no+. specified to receive wood which could damage. soft or deteriorate materals have bren completed en 3,04 APPLICATION •:tltuta n r preservative treatment r Installation areas If, due to unforeseen c{rcr.w,Etances. materials must a�nne .301 DELI ✓ERY HANDLING AND STORAGE stored In other than installation areas, store only in areas witch Mert }he A Comply xi manufacturer's written instructions, Appl 14av saturation Coat Usih tor- requirtmerts s ecified fol Instollotbr areal Y Y g :,004 PRODUCT DELIVERY, HANDLING AND STORAGE A Deliver 011 bars to job Site, bundled in manageable ,o is . , togged c., D its .iii Construction firma¢ light-frmm�g-size lumhfr r,f any species or bgord-size lumber p pressure spray te-bloode Apply a second Coot ct manufacturer's writ tan nstructfons _ poor q:Pd ^r„-� ,trOrin 5 as t pquirPd 1 Apply FOC tar y^blended, rote, repfllMt pr OduC is From thv bOttOM up with total ra turo'lon to,o e "F g ,, Receive and store all finished hardware. Property sort, tug and file all togs. rov,din on c8) ri ht inch Controlled run down Ir„trpll a 'ret-ori wet' g b `, 1.. • -i-,P site n rn.k's t0 kelp steel or 'test „ the ,y. Finish Hurawort is furnished Lader Section 09700 p g g Y pproper r will 1 Protect joists nhd ocresso',!s floor harmful elements by storing abOvm , 2,04 CONSTRUCTION PANELS, GENERAL /� generally prevldv sufficient material t:, assur•t saturation and to nssuw-t proper rundown , Orn pollpt$ rn' Other quppprts 3.02 INSTALLATICIN ;tr,Jctlo„ Panel Stongards Comply « th FS 1 'US Product Standard •f Or PART 2 -' PRODUCTS 2 Apply twater repellant halon l as 'Jamoretecited and approved at fob mock-up and riot last B Handl,nq A. I:p,,Fly of Live ,C,,( tied Cedes Or,u stel•,duras and Concrete Rert,fOrc✓,g Store' 1•i•:t t"'• 1_,r Ste,.rCtlO,, and Industrial Plywood' I,t plywood construction panels and. Far product 2,01 MATERIALS thou nOnufOClure'f minimum reconmeniled coverage *ntf, Avtrogt CDvtrogt ratty will vary recommended reCtice For •Placin keloior Cin' Bars'. for details and methods nut manufactured under PS I provisions. With APA PPP-108 between 40-80 square feet pvr gallon on C,M.0 and 70-110 squore feet per gallon on brick ? '�f'p joists Free of dirt 0e other Fors, n Hotter p G y g of rflr,iprcemrnt Iavemtnt and su nawanry depending on furfoce texture onlaid@ bud porosity p poor+s anti os he to specific 1 and nOtid o the P Trudemarl„ FurniSh construction ponvls that are each Factor morked with APA :. Pro✓'de materials In th.- , ' ',es needed for the work aE shown on the 3 Matr_h p rOvltl 4am Ifs for w.,rentable rformance appearance, antl covtragt Remove. PART 2 - PRODUCTS structural drowings trodomork evtdpnclr r_nm Lance with rude rea,drements y g g g g s nndards of ua0t PD p dt int f Ortl posed ri nn the Follown t, q y r4hpp v ',r riCpOt work not p C4 w,Un Cgntr"act Dgcuntntr o' warrant re, IrPMvn B r;leon rpinforCenent to rvnove louse e,Jst ury mill �ralt, Porth. ice and Other -.,:+er1u,� g p cJ •:um Iron y qu which rodl.,ce or destro monis •it,� concrete. Metal retnforceneri with rust, ,, P All ihttr,Or fxpospd runn ail i sWnGing twin aE par plans. 2A1 JOISTS Y Dough Her the * STOUs mar,. :rows Ond pet aiding t5 as neCesfub tD 3.05 MANUFACTURER'S FIELD SERVICE scplf ar o comp+notion of both Shia@ ae conf,dtrrd as sOtlffaCtgry, pr�.v+dPrl „ ''••^"„. 2,05 CONSTRUCTION PANELS F-OF' BACKING complete the work Ore goo ••Iliad or non- oxfding alloy other@ subject to • ,Of plans for type ar,- size of jolsty dihfnslons, Including helght Or deformations and Wright Of bond Wire b, ' I moisture. test specimen are rot less than the opplcable ASTM spectfico tion re, ,. I- , . . . D Finish Hardware, AT shown Cr) the drowin s and Os necrssor to ,:ompltte the A Provide Services Of 0 foctory-nvithor,2ed technical service represtntat,.e to Inspect subst, B Coniprn tp •',to•)„,,,-i �•-coeloms.• C. Position, suppurt and SlCure rt+rlfOrCpMint a ofnst dos laCtmerit b F,ar, Wcr`k -ry Pan,.- , sP +,'I.,,, ,r eplephunt equipment. provide fire- g 9 0 y r 't+✓tvd t',« ,. - Ir designation, APA C-0 plugged exposure war1, Spgclfic Fknlsh ho,•dwora is Furnished J„tltr' Section 08700. before .,ppl,cotlon and to instruct applicator• on product and opp,ICGtoar rip Thod Constructlor, or Con�rrte pia,:enent operotions. Locate and support r'olrfFor•,,, , , nide . - , «„e ndlcutea not Less than 15/32 +„�n E. Miscellaneous' ?ours ord specir,lt:es ore Specifically SpeciFied antl furnished I 'er.t4i” each jn,s+. ,vier, ry r,ork metal Choirs runners. bolsters. spacers, and hongers, as recuir-ed - under Divisions 8 and 10. B Remove protective coverings From adjacent surfoces and Other protected areas ti All splicing ,�t riars, concerti, rover, placing tglfrnncioi and bar spaC,mgs Shou cor,, - 2.06 E IR INFILTRATION BARRIER F Adhesive The following outp,- kelsfd adhesive are approved for application of d?.0t' SHOP PAINT to Bultoll -.oda Roqu,rements for RelnforCed Concrete LACi 316). Os published by tri,, wainscot prlrel,ngi C Clean aajoning surfecaf and surf,-ef soiled of damaged by voter-rapellrnt application a: w Arivelcon Loneu-Pte institute and t0 recommended per :tfces at Rrinfoecing Bar Splices Wl,ver, pal r sheet, 0005 inch th„-_ «.I. L Formica Brand 0160 progresses per manufacturer s w, 'fen clearing instructions. Repair damage Caused by canto, yi,'-, n mol5 turf vOPOr trOrosmlSsian rete Of r + Finn by the Concrete Reinforcing Star? Instituto. .. 7U runsrs ,•,etc'/24 r•o,Jrg per ASTM C , Praced4ere A oma a Flame 2 Welydwood 03030 tpeilPn appfico A MUrr'JfordJeer p Standard light g,-ny non+Vrrs,nrd t0 the air For r.nr,cv requlr ementS Of Shit E Place rretforrement to obtob, the minimu', Coverag*S For Concrtte protvctlor, Arrong«. g q +arced n0< fttandor'd fpvrificutrons spnrr and sr urPly tie tare trial oar supports tc,4ol olth 16 au a wire to hold vxCetding 2S per' ASTM E 84 3. WJ brand L W a ° w"4"r)°r' `W" ,” SECTION 07200 - BUILDING INSULATION • , , •� •' r pofit{On dure,y ,.. + plaCrmenS OptratlUnf 5pt wino B Frodutar' Sub tr7t to CompIlOnCr with rP uirtme,t5. pr Ovide line uF the foUowin u nn t. Wricted 0w.y :.r„s,d concrete surfaces approval of Buffets, inc, q g p PART 3 - EXECUTION PART 1 - GENERAL r G3 BRIDGING AND WALL APJCHO(�AGE_ « f • :I' _It ,,:u .,,•Fri •,. Other trudtS to ••:.ire taut oil reinforcing Is in proper •. and that rill pipes • ,05, consult, OnChors, oalts fiosfunas caulking grooved. 1 'Bc,rr,cade Buildin WrnO,' Simplex Products Division. Anthor• induSt,WS, Inc 3.01 WOODWORK INSTALLATION , - .its - ured othe,- ,r,serte. of. :,thee trades to Us cos' r',ta concrete ore secur ely p1.. . + g Y •);..t• ,+oL,seWra Flbe- 1,01 DESCRIPTION f” •F conr.rr ', ,s plocsa p' s Deportri t, hu Pont Company A Ar Chltf Crural woodwork ti ,t be ntl I,it b expt r,thcla /lnlEh Cur Enters A rhes sertcn Inctudes rill labor, materials and equipment necessary to ,or,,,ett I tpl brldginq attached tc, ,,,Ists by welding. 1” I, •q,l wPi i•-i « r f )f',• I:I wire mesh in seri_• „ y P obric In os Igng lens+t= P 2,07 FASTENERS B D_ nut lnstou Millwork arrd tr.n riming is completed. ,Ir wall anvil.. r,,yr t0 C13MO rlth Ste PI Ipict (r ;Gt,,for ' t n r,r',1 , t, ,,i ^ until 1,,, ,,-otions - fn I unr'ut squarer Of mf s, .p ode other cit bust i C Install. plumb, level, trN and strpigo�' « , , y ,Ustortions Shim as required all bulldlrfg {nsuintlon •ark shorn on the drarlr,gf anq spoclFlpd here„ ar I «, mover is gr en ter Lnp w,r• ode and t0ppb)g slabs ,lt• frstPne, a rr size Dud 'ype nndlcuted that comply witr. requ,rements using concealed shims. ncludh,g, but not nacefsnrfty UMrtvd to PART 3 - EXECUTION ,„cit I,,li, ,.,scut Squo,es of most, in s on gr'adr , • ,pping slobs so thot Full , t ),ticle fvr r, ter lot and manufr. 'tore D Cut to fit unless Epp!iflfd tO be SI, ; • I. I.a or shop-cut to vxuCt size. I. Supply and install Olt batt Insulation indicated on drowings. ,t square-, of mast', of both sheets 1,.I '.o:h Uthr, ,vt 1/2 times or 6', Whirheve' Whprt woodwork abuts other finished o ti. :,he and cut for accurate Fit 2 Supply and install all r�grd wall N)sulotton indicated on drowings 3.01 EkECTIGN rate Lop sl:,l,ers with 16 gauge wino Before leaking cutouts, drill pilot holes at corners. 3 Suplal; and Instal all perimeter. insulation at an foundotlon Walls os H F, ride sufficient numbers of supports arrd or ,t,P, • v rp,ofnr:Pm✓r,t. Do not 1 Where rough curper•try y exposed to wee)thfr, in ground contact, or• In arta of E Distribute defects allowed in the quality grotto specified to the best overall Indicated on drawings �,.e rein"Vr Cing bars moor that 2' hey,Jnd t.r • I I I. ,_ _ , ,r nigh relative hu�dity. provide fasteners with a hot-di zinc caatin g g job assembled woodwork items p per ASTM a stalls e. warn Installln 1.02 QUALITY ASSURANCE A End of @vera just shall ba 'ed e,0 structural supports Ar,.'horngp I £Jppgrt. Do r'Ot use supporfi as b„rips Fur � pq,,xpment A 153 or 4F A1Si Type 301 stalnlofs Steil f Instouotlon of $tondlny and Running Trim, • 1 by welding t0 anchorage plate- - i-,of bearif, Or to structural steet, fq0-�«• , and 4trillor conlltr' .,Ctlon InodS 1. Trim and holdings, install h single, unjorr.ted lengths for• openings and �1� A SplCifkatlOn Vhfrf r,0 Stlp1 5 pvvllOblt p,Ovide slnrtdard )gnSt t.• , ] wr,erp Chab'm nr nthpr nCCprSlrilf urE ,n ,-r, the fraMrx axpoirpd I Nails FS rr'N-105. !lid ComMOn unless otherwise ir'diCat/d for runs less than 10' For longer run*. Lite Only one piece loss then 10' A. Fire and Insurance Ratings lomply with fire- resistance and ftanmObtilty I � ” coniine to, they shit bt stoirless steel leggy t t�, ., '..r•of app, , e In my Strolght run. ratn.Tc. us shown and specified. and comply Ill Cpde I,terprftoti-ns by & ,� B Ttrmir,0tial, Of Ur,aging she, w• I to waif anchors or sh ucturu, stte lit the Structural Engineer l Power Dr'ivr Fnster,ers National Evou.4atlon Report NEP-272 Stagger Joint* in ndjocent member* Cope at ettl,r r)5 and M,tpr 4t gOvr anq authorities '' be Se.-ured without boll iia., „ - rl.rpsRaryn nr,d r,, r;tr-vo,t ,pr+ko' : • , . . J. No bo,•s shall be priced Whdt concrete IS bel,: carriers i�IG`��IEI ,3�iHiV weldin br,d In t - r 1.03 PRODUCT HANDLING �-` g g g Y NO Mars Shall Ile Gent ol'ttr rung porticlly emLt cw+:, , ui ,L., e 2 i SCr'pws, AN,I B15.6.i � Attach si,_ur-fly ,n pima with uniform joints providing for thfrmol and ,y �r .+�+m 1_ No welding of reinforcing steel thou be, perr„t+ef Wltn,,.r+. prior veritter author C.,t, t . - buil din npvemvnts, wil-K ,i < u C Bent foists or Members must be repiozo I u, •st,o,gl,tpnfd ar,r, ,.f,,,:mrd If I,r- the Structural ConQ� Ver. g „ +r*il Insure the struCtural integrity of the joist and broken Melds moa he repair., M Verif, all. rpinfgrcltI wet,, sperif,E. rpq,„rfmtr,ts r,-,d Not-,u ul. shown or, the • , I i T ,�ts� ANSI 818c 1. 7. NnNing Blend n011 whore possible LISP Fort fm,shlny nolle rhprt A Du villin t.�rl nuttrlpls to bvcOme wet, ioupd or CO✓trod with Ke '.:n- g exposed. Set exposed nail heads for fining. snot« cine.'' w.'I, ,anufacturer's rocommen,do+,Ions for handling staroge and 191)28 dr,lw ng,t_ ',lei 1 or lv�r , « - ASTM A 307, Grnde AI with A)lu A 5:,r) mer nuts 4 Anchoring SvCii woodwork to anchors or blocking built-In or cleertly Or Jtac non ,r, ,..,3 •,s tulle tion 1 D Bearing lenpb,s shelf confo+'' ,, i o the pinlring do iforgs • « ret IE.U�i , i Fine, w _� s Ottprh to suastrates GyEi�Fr I, Ail broker w ' r ^,Jot be, r,; , , 2.04 FINISHED 5 Preparation for Finish, Ltvon wcadw0rk and fill nail holes In preporution PART 2 - PRODUCTS FOr flrtisnas 6ptCliied under pointing Sfctlonf OF thpsf fptCff{CotlonS. ii r�aivcNlfd aFter fahr+,:ot,an sr.nn ar nvf slope,:+ gntvonized. tioivnr)r. 2.08 MISCELLANEOUS MATERIALS Where woodwork Is to receive a transparent. finish, use matching wood P•01 MATERIALS �j t` 8ECT�ON 06800 - METAL DECKING , ASTM alc3 73 AI5' A386 13, os rippl,,:ablf 71n,. cr,pld,g stall flitfr R' -- --- -- « e •.sS than 2.0 Ounces pee Square FO,it Of 3uefoe! A Sill Stater )r,-_its. Gloss fiber ,eslient insolot,on fubricated m strip Form for use as 0 n MPnmf ter ,tar/ VOII inSolOtiOni PART 1 - GENERAI_ sill sealer, 1 ,ark, nominal thickness compressirlc to 1/32 Inch; selected from /� All Other - fi,.. 0),311 be snap primed Remo,er loose•r•all scut« una rust from atm,„ morlofoctur*r's standard widths to suit widtf, _If sill members irdlcotedi in noels of 50 SECTION 07160 - DAMPROOFING I Extruded Polystyrene insu!dton', Shull be ,1 , •I.ended 1.01 DESCRIPTION ■ steel. and remc.r rill mill scnee "ria ,ust, (,•am O�'alnrn+01 metal Thoroug,)II, cleat, tc Feet nr 100 feet ”, length, -- -- ---- ---• --- -- polystyrene Scam boor,y conFormieig to Federn ,fvr-,i,.,,. ,;n HH-1-5248, •PMOve rill, grense• dirt antl Other fo•rign mOtf`P',X , and appply Or,e 11, shop coat of rut, N TY04 Il. Class B in thickness and locations indicated Or, drawingr, ,Knit,ve primer• ,ontainnq cit least g0 percent r,.s+-Inhibit l„e pipments P Adhesives for / o , ,iAng Ponels to Proming, rnr l,,tlon cor•,olyng with APA AFi-0I PART 1 - GENERAI_ s 2. Odhesrve. For use with polystyrene insulation shall be as reronmendrq -df,l�t NU. UF: -0 , ,'ed work spillf,� • ;Pwhet 1 , tau be carefully opd'pd to Frtivide o SMoatf, and oven Surface that Is approver ' use Witt', type OF racist, panel Indicated by both odhtsive and by +he Insulation manufacturer for• the spec,fic substrate I type o t 12a S ,` pn mel man-,r, - 1.01 DESCRIPTION institution ,itANIN 9) ww.A T nit MOeonr y, St r S 04200 3. Manufacturers Amoco Foc,m Products) Loll Cor or•o+, • « 'r-uCturst Metals on* 1520 0510” 2 05 LOOSE I.INTEL.S Chemical St rOlcomi LLC. Industries ra'mulari Dlveralfora' - CIIECKED 8v ; SOLtANY 'F!pl }g15t4 SPC tIOn C152DQ T A This SPCtIOn inCludfS 011 IphOr, m0 tpri0,f and equipment nr CesSOry 10 complefp all vtDUr Y f,,,.,Idp loose sfr'ur_tur:,l steel lime+ foe• enin s ,n rr,.-k and ,_,I, )s, a re•,rk 2.09 PRESERVATIVE WOOD TREATMENT BY PRESSURE PROCESS I.tirefet B Bat+. Insitaflat), ' • . pgWr pmPnt5 Dr Specifications Lit-epar ry I ; •I,r- t, , I ,, „ , ,,. S P 9 l r a"•' S Shown On the drowings Ond Eptclf iPd her tin 1 KrpFt popfr faced Insulation bolts mechanical) faster,:�.I � ".�,_knesy _ 'oncrfte bliaCk walls, Including openings for mtcf,onic ai and ♦Tec!nisei wo.I. Lcio�p Y ""' an le lintels and lintel beans Shull be,• detailed For ,i mnmum henr,hy pe, 1' per f)nt -,i „ li-ti nal Where furl Ur plywooD ,c indlcoterl as pre&Pr.ative-tr eo+tcl wood or iS 1,02 RELATED DOCUMENTS locations on drowings for perimeter walls where cavrre" . . i' roll •,r 9 4 , , ,,:. , ISSUE - - -_ DATE:_�.._j 1.0�' QUAt_ITY ASSURANCE :,pan, fiat not less than 8" unitsf DtherwlSp I,dicnlra � sp«clFied heron t0 n@ treOtea, COMPIy with applftohlp rpqulrpments of AWPA S+ondOrgr IntfrlOr 5hf0lhfng Manufacturer' Owpns Corning. Monvd _ C2 tLunaery Ond C9 •Plywood). Mark la Ch trinttd Item with AwPB or SF`IB Ova11tY A DOCUMOntS ofFF•cting work of this SOCflan Include. but pre not necessarily limited t0, I On•Faeed butt ingulotlom in thickness and locations Snnwr. ., n ,w,r,,:,,, OWNER WEviEW Of-10-0! 1J ptable Ma,I,f , 2.06 PIPE RAILINGS AND HANDRAILS Murk Rpquivements 'General Pro'islons and sections in Dhls,on 1 of these specifications. u,.,)"foclure- Owtnr Corning, Manville. Certointoil e10 ANO PTWHIT Os-17-03 Regularly in000l I , the ManuioctLit-e Of <ns• , ir.+ i`, a Iailin P armssure-treat obcte ro,xnd items with water horse reser'v' f, +„ o minimrrm 1,03 RELATED WORK PART 3 - EXECUTION ' p gs aid hurrlruds sfu)11 live Fabr,cntPd Fr am nor,n)nl 1 Tic' atr,u,,lnr•:I w«,yLr <.r.+-, ° P 2 Member Steel De Institute tSDI) retention of 025 pcf, Foe inter,or uses. offer treatment, kI• ,. „r.+er and 1 wouri 1-„pot ,alp ..-. Jri,erwist indlcoted on fhP drowings - pY to a mbyerel moistu-t content respectively OF 19 percent and 1 ' ,- t Tr ea A Cost nn-Place Concrete, Section 03300 3.01 INSTALLATION b Design Cr,te'a, ,, , ril l f Continuourl w. - I, •vnd wilds rc,,nd cn:;t, •unlisted items and the following Y v ,Iv r"cit$ wood naltl"s, INOCIein , strl in and similar members In connecI,,, « -f. nP twwe• 5 ',•,rt h •its and wPIJ t "i, nn bP bent ai cU•-•Pr r PART 2 - PRODUCTS 'rl• J OC Fur lr'* ink truC liens for the paYfkular ,:Ondltbns I Minkm,Jh Ie1d poi, •.1000 si r �• v Jv,Iwrl trip t),=,... 9 PP g• ,) Gener„ c Iy wit/, mon F — -- Allowoblf dol l -i•CBS' EO,000 ,n.fnrm una thm Crucs sectrf-n r:f it i- "nil I, neat dlsto ttd rt,yF.o g• FII, )I,g, vapor sorrier s, arrd waterprogfinq of Installation ,n each cost arrd 0s spfciFled htren - -- -�� - -- - - g ps1 «•,^d d', sldepers. blocking, fu,rlay stripping, and slmllo,' concp .0 1 mlrrl)k. 11rIt-E-VISION: OAT[. r MaxymlM live load :ipflectlon 1/240 span • w f,, m-soar Or Concrete 2 01 MATERIALS B. E',tond Insulation (Lilt thickness Over ont,re area to be cover Pd, unless ^therwise -•-- ---• ___ .-_ a, + V•+5ta s(,mrr , riot Ur,r 9' qn ,:ant pr Y n �. nnr, r,tnr(t•i r•If; - mini?4 Instppvd Ovtr Cnn,:rP to flabg dire[tly In Cor f,incl with Porth. shOWn. i priSta7 '',? Stn•r stringrr9 purl cthc. r l . hrI stn• A Vapor' burner. 6 rill 0101:+IC. vls(Tulen, Under all Interior- rgnct pty slabs as Shown or C Rigid Irisviatlon Above Grade ae indicated On the drool butt panel$ .- L'.. I bt,�.k Design Manual,' Stet, Deck institutor IpfmTt ,ref, - g ' ' " Complete f„I. of treated itRms pr'lor, to treatment, where possible if cut „e drawings, tightly topethtr, ser_ur! s,-,'i ” ' , to prevent displa!ement i, t I . . <et pages In ':,n._ri•tf )'Pr,•' treatill c;,' ,rfoCp4 t0 comply AWPA Mi. Inspect worn place of Linger or D Batt Insulation shall be size + •' pully to provide friction fit. 1,03 SUBMITTALS I , " -he t.vl.,,de d,nmeter of thr r , ' , I O,ywood of ter f, , ,)g and discnrd damaged c:r derective rfeces PART 3 - EXECUTION 1 Anchor to studs. frami,.i gypsum moteriol and Either members os reque•ed u91ng of CPafnry -lq> or fastonrr's +•71 yf,;,1+ by closed with o steel piotP nr s �e I„u. e,1.: ;IP• 2,10 FIRE RETARDANT TREATMENT 3.01 INSTALLATION Install Insulation In wails, reliings and elsewhere as Indk:oted On the J,r,t. Druw,ngs, ,,A -tf,t "1,,1190 welded +o cast to c,ver Stil a drowings TIeCk IuyDet F.Oming Or.N gJport5 with unit tllMfndion5 and ;e':Lgns „ I, '.paced not Vver N Un -p,->ter fur •011 mo,enterl p.pe rLl'ir ” I' ., - ' , „ Ii.er's 'Non-Com' prvssure imprvgnoted inorgOnir Suits .opo,' borrie, i„•/e' oil interior concret¢ 51pb5 on grade. lap JOIntS 8' ar,d turn E. SIU vOldS lylhlnd OU'tict boxes. pipes, I ,,orf. ' « ,n4ulatnOr, ,. Typo ,inN kG':a tion Of we p •. 7. - r .yr) rPt � '•i ., 4' cit pprlmftei SPai Cunrtur es pr•td +•,pr f,,-, to all aerie tip tions [, M„r,uf aC tu•Yr'4 litPratllr P, , .r , � n ”, PART 3 - ExEruTION SECTION 07800 - METAL ROORING� FLA8NIN0 - I aern,'r,.,,,r , - -„l' t 3.0. INSTALLATION, GENERAL _ —~� - ---�- P@CIfICHwv. 13500 PART 3 - EXECUTIL]N SECTION 07148_ - WATER R_ EPELLENT_BYSTEM AND INSULATION BIJP2003-00376 MFC2003-0033E 1,04 PRODUCT DEL_IVFPY, STORAGE AND HANDLING ,• D,s•_,•-1 ,,,,Its ,,f m0te,00, with defects thot Impair quality of rough c.orpentry Constr„ctlor, � � 101 RELATED DOCUMENTS 17 of .3.01 ERECTION OF MISCELLANEOUS METAL and that are to smell to ulllf In fabricating rough c•trpen+ry With minimum joints or PART 1 -- GENERAL+ A Mcenl PDOi Ile.:•• Optimum joint orrur)go,mpnt �,e Drnrings, Gpoerat I:ondIi,Or,S. '_,,,,pt,?,rtury General Condit-o^S. and the Se':',ans 1 Do not bend no mur decklnr, •f , ,,1.Us liol <.I,n11 I, e't,:led Iry oo•Ill-ci • , 1 r,. e., 1,11, Vf DIwiSIOM l - General Rtl LIWOMPnt. n « 2 Store n£f a„r,-,1 w u, Dnp end e1P p ted Fo. din,"age f e Set rough carpentry to rrq:,,red levels and linea. wlch members plumb and true to line 1.01 DESCRIPTION poly to tf,e work 0e, this sechc,) PROJECT LOCATION; 3 Store df , «n «„+pr proof nd erool ,Pnta1 of l and Cut arrd £Rifle r Flt root3h carpentry to Other co,struCtlor, scribe and c-,pe as req:dred For ar_curate fit A This Section Includes Protective tater repellent system applied to af,ove 1.02 WORK INCLUDED v;, I . . , .” t:'f ,Iected plumb, true or,d Square ured ail irety ottorl,r•.i t„ supp:nt tiny i7-f-relate loration of Furri . rafters, blockiri rt,umds, antl similar su orts to allow grade, exterior surfar_es of Concrete masonry unit vfrticnl wall r-onftruction, _ _ - PAF T ? - PRODUCTS , . ' it, g g This aect,Vn Includes oil material labor, equipment aria related cervices necessary ■! _ `ter-�' ;}., i eM faintr shnl, he ,t cit, hb se jrw o rift, l joining orfi-f OCts Ir' nefnchment OF other conTtruCflorn IMCIudN,g SUr SOC! prlpnrptlVn and wO ter repellent ay Stpm applkct tion cold Incteypr.t01 t0 furnlsh and install olf ttnnrfin seam rel rnofin . meta, r TiC;AR CD '�../R ��.i � � �, �.,nK,letea h,stnt+u':uun shall ba Eecurf Or•d rig+N with 5,fFficlirt StrPn,,71r - - q q Ocf ' S . n t ' ' ti , lapis D securely ottach rough Cor-ptntry work to subst tot .,y ar)Choring and festering nit ') flocolotgs, gutters. down Spouts and -, • I "nr' all sloped -oof Prins. end 2,01 MATERIAL lA� QUALIFICATIONS ��,�Q4 nndlro ted rill mutat coping, cep Flpsh{rigs and fI„ r DOP awns. on as shown On i •• r, r )tee, A`IM it latest editrrn, o,!Jrfo C ,I., ,,I.Irngs ore to be, set in ,-0rerete. grout posts with nt:n-shrink grout Apply 3rul,+ E t.o,.intrrsink hall heads. or tixpoSPd carorntry 'work and fill moles A An upplleotar firm with successful experience In application of waterproof. the Drow{nc,5 and herein sotclr,ed. _ � ncCOrding 4r) the grt)ut nOnufucturer'S IhStruCtipns 3psclol Cootinq SyEtenr qn C,',mmerclal projects lith Suhstrntes slmllor to 4 r f ' :,I,. 1,10sur« Strips of prDvld*d by roof dirk manufarturier r Use common wire noels. unless otherwise Indicted Use Finishing nails for fk,ish rnrk this project 1.03 RELATED WORK IN OTHER SECTIONS SHELI NUMBER / TITLE' , 1, afull wulf mounted hondrpils s, that ind win support n minimum load of 250 po.o,dis Select ftlstonees Of size that will nit pinftrbtr evernhers where opposite side will hP . i i., - !ype 'F' and '3' Type 'NA' 'Set plans' oppliPd +r. any dbttlin" exposed to view Or will r?CPlve fOnill materials. Make tight conrMttions between 1.03 APPLICATION The Followlt g reln+ed war-k Is specified n the li5tvd Sectlons• it Members instoll fostenera without Splitting of roods oredril os required O Mctn, FiaUgf: $e« Plans E immwgtotey niter erPC<fon, lar-,r- ■Ped;, sr_rntr,hPs n, i c, abrudPd T-p4+S r rid fporh A. iPst b rhelt arta Of 41irf,aCp before StOr foci, general opot(colov) f: nsSur0 desired ''Psults Ser to” 06100 - Wood b+cir.kng, N011er9, Cott Strips. etc. „C with the tame point used r,:r the primp Coat rtrtlon 07514 • Membrane Roofing and Insulation P. Manufacturer to provide 'field aiii reprPsentatve before. during, and after Instntiotkvn, [INISIon 15 - Counter Fiashinas at Mfchanicat items d r, . f y' t'. 5 f f SPECIF ICATIONS 1�” z.ld,,�r1 ► yh{- 9.1 �krwr'FW >�w 1Y.1 :�: Y ° M Yfl' "M 1 1 ! w�� 4 c , . , i'. „-"Twuwrr�,i.Wwww�s,�,wn.iuYl,r,,,w ,Jr�r,i", rI , , - M+ i f' +'I.:i 1- ,..; ' ” - r+r.r-L __.'. -+Mr«Mr�,xt•.,w«YrtM.�w.�•MIMww,ria,�w,nwxww�,w,�w.iy.,Nw�wwV.WyyxY.rN+Iw.rYYiirw.-Y�wMM �:4r _ _„�._-_„--__.-.. —-._.--.-_ __ __ 1 _ ...-w .-_-Y.r.+w.v.•-..ur_rJ«rr+ekyw_4_.-_a,--....�ywl.rr _”-__ -r...M►MiYwnw.+aur+,+.u.,-,n+.w•,wru,w•a�,r�W.n,r«rM/w.YM.r __.. •,'-r. '.......... -. __.. ., ., .-.>-..... , __..-_._. _ __---4Yr••,wwt�w�-- +w,i IM- _•-IIS�r��r ��wrrw,rf���l�wn pWq�'.-_ V,wmr•J — NOTICE: IF THE PRINT OR TYPE ON ANY I i l i III III III I I III I III III III I I III III I I l 111 III I I i III I I I I I III III III III I I'I II I I 1 I III III I I I I i III III III I I III III I I I I III III III III III III III I I f 1j ,,1(j�11 � _!_ l � 11_ i � -1- --_�� � � � � 4 � I � i i1!, 4 � I � �l! I14 'IITI �!_� � Ii mG`7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ��_ — iT IS DUE TO THE QUALITY OF THE _ NO.36 6-:nr ORIGINAL DOCUMENT fi 8 8Z LZ 98 L 8 6� G i8 8 8t Bt Lt t Sit ►t St 8t tt t 8 8 L Si Si 8 L iwuf ��i► Illulul�lllllu,l�ullllll►ul►,II u��llul 111lIIlilllllllllll ul�ull Il�il Lillllll Illllilll illlllllilllllllu Ii ��Illllll Iil�l�lll Ilullu�i�ul���l �llllll�►����►l ��uul,1, �ul��u 1 M � w -,./ ;r , , , ,F, -: .1 . .,a w. r. ,.,. ,.rail a , ,- hn a !v 'G',Ya: :.r7AtirMf.+rd.,,,,,,�A,�ys�rH -f ,I 7eT„k: t tt't.!tS Ww.. t,, ,h,tl'!NR tf. $ rve+Wh.'.d....... ....=k ,ti- .. s eYt•`f_S.-t,krt.. .. -., ,: r: ,.All.A.,_.' , d1R.l'i T" 7R• A' T+4' "Y!a',wr + . +'i'e"�!l.. .. ."".!R". r r� ...,.�: ..., :' t1. .n f NY' ,. r ..ria- ! S a. Mr. .r. ,�:. , >�iFL T''1}." '{n. . •,Y.a a, ' i',,. c.. ' d Mtt 1 RO fh an - NyPs ,ff` , g :. 1,04 QUALITY STANDARDS 1.02 WUALITY ASSURANCE PART 2 - PR011UCTS PART 3 ExE�u TION K Position um b�nrd Purr« cloar,nr,ls with Flay, to against cnnnrttls Wfry tile- ��� a o d Flo esti inter sectior, wtth Chantlef cath t dokrplf• str.,r,J au a vire S aLe US 1 g shk,g systen shall toLply with all e'er-aMerendot,ons, A x ib"0 g P ClclFkotlons and cWt011s of the hpmufuCtur@t APW afar s QI,Ot'ficptianf Caulking shall lot dW'it only by p`frsorts exptrlon,ad 2.01 FINISH r 3,01 SURFACE CONDI TIONS spec.i,etl for steel stud frpn,ng, Resta 1 m !at/lkrng trade VOrknur,Shlp ihatl b! of hfgi,est Quality in aCCordanCr' with a f-•e4 Stcndin J4rtiCol Furrin, I g a' ai.SptcViod for steel fluds , l OS CONTRACTOR QUALIFICATION est ,arturer sill n, strict arca done! with rtcOnmeniatbns :F the A A 5hr,wr o, Door Sched,rlr A Leomlrile the qr eos ',r,d : ur, Itt+ons undo, which work of this s@Ctlon cep( bR performed - nnnufocturfr ui nnttrla,s being used Correct conditions detr;wenta! to thiel, urrd pror,er completion of the work 3.03 DRYWALL/INSTALLATION : 0. L?rabrfcotiori ons v,staltat+on thou be not+e Only by n Rpofn,g Cuntrnctor approved 1.03 SUBMITTALS 2.02 MANUFACTURERS, DESIGN AND FINISH Do not proceed •nt,l unsot,sFuctor-y r:undit,uns ore correctep ey tot Metol rraiin, syfteM nanuFuCturer and whose workmen are trained and •.• . trperlenced " oppr(cOtlOin of the s -ster•r furnished A Hot aft.r0 numbers listed it'. the hardware Schedule art from the cutotogs of the * 1460 HUFFET WAY Y a bMrt zhnp drawn,,, ,n ucut•'da„Y with spec,f,catiOn Section U131U manufacturer undf•'+Ines and the Items shalt be Fur•nlShed in the design allot 3,102 INSTALLATION '_, e■ urywutt ar,•J uccessur•es to fronting in accordunct with ANSi-A97. 1965 and 1,06 SUBMITTAL S FVrtlsm ,ntf(cated nppucalple to mon.,foctursi s r}�o,ptr.dgtion! .tilt fatowrtg fastening SChuduie EAGAN. MINNESOTA 55121 1:04 PRODUCT, DELIVERY, STORAGE AND HANDLING A ACc!_rrotely to/out partitior. Gt,t.l wall lines forts the dlr,enfil shown or, the shoe upply • • (661) 994 HF•,08 2.03 BUTTS drowings . : %. 'r: ' , haat Shop tails gf t0 the Architect as specified s n Sectlnri 01340 Shap Drawn,us '• ” ' , (, - + Ss'ct,on 01613 A butte: for 1-3%4' th.ck dc,o, s, 4v l/•2' x 4-1/2' 5 knuckle Meory Duty r _ 1 Single Luy*r Drywull Systgns.:L-ly4• fyle,'V' b,,igle nend screws u 16' condi thaw details Oi oil typ.cd tuftal reeling, flashing yeti r and darn SpG•.t f b Install met.l 5tUd5 UCC@bSorltS In strict accordance with the monuGuctur-frr's OC for rolls yyrtd 1e' oc� for c_e!ungs " conditions and shall Include list of nu m,.'.:r101s proposed For tree rock PART 2 - PR❑DUCTS ^ 2.04 LOCKSETS AND LATCHSETS w recommendations r,s oppre,ved by the owner. anchoring au components Fu-nly 2 Double 1ayt,- Drywnu System' ' S,Aor,t sheet metol COICW Lompler if requested b) the A,•chltect 2.01 GEN RAL EXTERI❑R CAULK nto position. A best $e/'It- o Baselaytr 1-1/4' type 'W' screws at ?4' maximum OC stagger 1:07 WARRANTIES C Align partition and well assemblies to a tolRrun,-R of one In 200 hoc izontoll screw on adjotn,n� 001944 and ends. A k'Tv Acetum fiticunt 5UO5. Uro Arelone u,t4nar Sealant Pr avldt caulk of vinyl wr"..,:overrniit 2,05 CLQSE Se b Fclo La !r, 1^l/2 t .. -i sf/et metal shot( be rarronted by the r,anufocttrrer in orvtutg (AS follo•s • and one in 500 vertically y and 1[' ye Short 51dtpe Jr itid Of its, 6' maximum o.c !llong o g4s,de A It shoo be the hardware supplier's I esponstbility to fuk•ntsh ciocr closers to CC . Non-prorate,+ 20 your warranty covering fade, chofk,ng land film Integr'.ty. Comply with the manufacturer's recommendation* for size and installed anal witYun 24' of ends. ,•car lunq taboold Moterip+ through trio 200h year. 2:02 GENERAL INTERIOR CAULK condltlar, ' A Provide of po.sible verticol Movement of roof of port tips rolls V) MOter-,OH will not show a color Change yreatrr than g NOS colo,' units per ASIM b Full rack and pinion type ,with dual adjustable closing controlt, S Jornt anti support drywall as recorrtended by manufacturer No panel joint Shoff y C Provide adjustable like • eck feature occur withir, 8' of an opening unless ,t ,s a control Joint Build 'n anrhoruge For D2244-79 or chalkingm excels of 8 r ASTM De59-B0. "' a " '' •'l � A,,etont sdi,:On4 5005 Use os re'n,mrrnden b nanufactuer per ,, , •,•, , E Courdinntlpn ' - log sealant U Supply arm typesi brackets, plates and all Oti,tr' requw'etl other work b Sheet metal rooli'll system and related flashing shalt be worr-ar.ted ,n writingb accessories anal Fastener-$ for their proper installation. i S oct the st,Ads as required for coin otance wits, r t-ort r'ecdulntiaos c 03 BATHROOM SEALAN I I Corner brucklts shall be ovo�dwd wherever p p Pr C. IF drywou is inWcotttl to be applied Wrtctly t0 substrate surFoct. apply with the Roofing Subcontractor stipulating taut contractor agrees to MpMtsln raFyrly possmle to plve proper suNpurt for the covering material moot 'Js Indica tea on adhesives and ten y g and Flashing in a watertight Condition ,t Own expense For O '.#riots of five (5) 2. Closer s shot, ,,at be exposed on the exterior tilt drawings porus fasteners according to manufacturer's recommendations t years F0110 COnplttion. Warranty Shall Cover any condition Caused by defective A )ru!ant for bath#C,Or, „ if Ot flxtte'# to wall Ond floor ICLOtipns '86 Dow 3 Closers $hail riot strike abutting waltf � F ormerg 1700 General f +..t•,c Color $elected by Buffets, Int: � Coordo,rite and provide required bucking aria other support for items to 0 Single Inyer• rues partitions and ce'I,ngs. apply with long dtMens•on pOrOenWcular ,,,t#,. on a instollntian and ordinary #for scot tear thereof wOrrpnty SI',ou 4 CurAdor door closers Shoo be Haunted on the room side. "at Inc,udt dunuge due to natural disasters, occident, Misuse, vondallSm, or Orly be mounted on the finished covering to frantng. c onrAtiOrt cads by negugerce in nuintaimirlig roof Liability shall be limited t0 the 3 Coordinate requirements foepipes and oti,er ,temy ilesigr,c,d to tie houF,eri within the purtition arid roll systems. E use orgy moisture-rfs.start backer board ,t toliet locations, toilets land damp ore f ,colla o. inst,uat'on of mer roofing and Insulation only 2.04 JOINT BACKING Apply and seal mO,fO.tre resistant bocker board accor•Ning to manufacturer's 1.08 SHEET METAL MATERIQ'L 206 STOPS 3,03 LEVELING recommenalotions A It Shall be the hur•dwore supplier's r espOni,blitty t0 furn'Sh poor Stops F oc'u ti I ;e Dint a r mm n r fl g p y ono similar Itths sfwU be fabricated f A ,.,,rip,pse,L.le ,.,u ,, as recommita by ittiont Monufa:tu,t, +:,r juin, in accordance with the instulled condtlons as follows' Appy u s co u s eco a del by J veal monuivcturer All fulls M 11 LhPpt metal r�Cf in Fla shin S. l0 in .vicii •t Metals' 'Color•k'Iod', and pu,ntea. galvanized steel sheet Roofing System types and widths i - -, on construct,uri arowrn s Monufoctu'ers 1,0-ria A. By use of specified grout, or by other means Approved by the owner provide shalt be Vincent Metals' 'System 1' Au metal roofing, flashing, coping etc shall Ile g 1. Use concave rubber bumpers where doors obutt walls. continuous SOi,r1 bearing under floor runner IDehGe'r5 OF Steel stud nr t'tiOnS scheduled for- Soundwool shall be perimeter r-„ liked with v:oust,col stolont Also. fl fl "i F tie.°Fria^ 2 Use toggle bolt Instonatlon at pu stun cello locations g P caulk perimeter uF all t,ectr•C01 boxes Coulk and bur„ ;,u fl drywoll c Gfn,n u, tilt product O one and the fame nanui0ctur tr and watts, 2.05 JOINT PREPARATION 3 lis! Mntchlng screws aria expansion shields at au masonry )or_atione. Mp tfrwi shall W 24 gouge, Commercial quality. hot-dipped gnlvo,uzen self' COmplyu,y ri Ttx RirfU f.eil,.,•.,�. Protect wuIIS and adjacent sur FOce3 trots spray Appy p4P, with ASTM A-521, G90 Gutter nongers ung down spout brackets shall be 16 gouge •. 2,07 COORDINATORS b level ,n a manner to provide trrnform Interface with �enings and other, substrate to , I-,rm texttire ga+vorisfd steel shop panted to match gutter ' '” 1"' '^e' -r„ L. -^'p,i.lr r r,. it „I, overhead construction. r n.• I r if concealed rods and hor:Jwa P 3.04 TAPING AND FINISHING Finish on oil ex ifised faces shalt be factory applied 'Mynas' based fluaropolymfr coating, 10 mill total dry film thickness or manufacturer's standard color sriecte i PART 3 - EXECUTION 2 08 DOOR SILENCERS SECTION 09250 • GYPSUM DRYWALL A FRAMING SYSTEM A Mir Joint and rmtshing compounds per munufocturer'Is direr tx;ns by the ArchlteCt, Reverse side shalt huve o 'gosh-coot' finish 3 to 4 dry film ----- - -- po thiCknfss. Pointed side shoo be coated wiry- factory applied salppoble f,(- far 301 JOB C❑NDITIONS .� 1-,,,roil frr,mes b Center tape over joint and embed to uniform layer of joint cam d of sufficient PrOtsc•,On Of f,n,sY, during Shipmentfahr,cation and instoliabor. 8 Three •3, for each ifpf of single opentrngs wfdth and depth t0 provide firm and complete bOnri Apply skim coat whale 1.09 R❑OF INSULATION MATERIALS r Lr,tx-onmentOl Req,Jteme„ts Most requa'ri of Sealant r,anUfactuttr y C Ore ,1' for taco leof of dcuble openings .n head PART 1 -- GENERAL embfddv,o tope recommendations for maxtri and min,mur, appli.:atlryr, ttmprrotures and Roof insulation muter,a,s for Started metal roofs Shall be as follows eNote humidity Sealant Shoff not lot applied when, temperature Is below 40 degrees 2,09 KEYING AND KEYS 1,01 DESCRIPTION L. treat angles wit$+ reinforcing tape folded tU Conform to ndjoctr,t sur fool anu Insulot+on for $tat roof Is sprc•ftta in Section 07500i (Nott Insulation ,s not It unless _reproved it,, Buffets Inr stroige.1 true angles rtquti-ea nt metol roof over Rooms R-500, 8501 Ono Stair D) 3,02 MANUFACTURER'S INSTRUCTIONS A All locks shall be #.eyed with a limited keyway complete iii A provide al tabor, equipment and materials necess.. . ' i,n(.-n,. 'Omplftilt +nstorloCarl D Ail P fl y y and flrrishin nF all c y g l on ut . clings Ono at law compound to thOrOu hl dr for' at least 24 nutfr4 ewtrpency k4yS. mastic keys and grand master keyy�s fl jypsum Nr wall and Fromfn u„r .• ,• Fsst COytr shall be 3/4' thick. MOnviot 'Felscoboord'. or, equut factory Mutual B The entire keying system Shall be dot*rnlneN rtth $uffeti. Inc specified E Over joint Compound and tape apply coat of tln,fhing Compound. Spread evenly and approved rigid perlite Insulation board r tr . ma+lufort,urfr"S pr+rteU u,S+.rurtlOnS Provide For, the f011OMar keys 9 Y Fe,tf•ler out beyond eNge of boarp. After First finishing coat ,s thoroughly dry, 3.03 JOINT PREPARATION I Four (4) keys with each, tock u 1.02 RELATED DOCUMENTS toast 24 hors. cover with second Coot rad with edges feotheo,,,t slightly bfycind SlCand Lcyer small be i2S ib density. 3 l/2' thick 'RpyUta'. or equal, expOnUtt+ 2 Four (4) of all master key ._l s precfgtng coot c•,iyffvrenP 3 FO•r r4) grandmaster keys y A Dac,mtnts uiFectiny .ark of this 54etiun Include. but nip not trotted to 'Gar,era' A !_fan#': �Om< surFwes 'nnedaat@Iy be• �� I ,t,On of Sfalunt 'arapowrJ, fl• Y - ?.IO PLYWOOD SHEATHING remove dirt, insecure coatings, mo,,r • .• , +her• substur•Cts which wo_,'d D All hays shot! be delivered to the Buffets Inc ONLY and the use Gnu distribution of Provisions' and sections In Div,s'or, I of these speciflcphor> F Give ao dlmplts cit fustener heads and ou marred spots on surface of baud one '1' nterfert with bund of Sealant keys during construction shall Lrrr of Buffets, Inc discretion. All Other Items 1,03 RELATED WORK coot of joint compound and two t2, coots Of f,rt,shtng compo..tno applied us each i .rood +" u,stol,at,on over insuiatrw• r Shan b@ direttea to Buffets. Inc and direct t0 metal UtCk .)ver ROOMS P' 9UG. Goat is applied t0 )Olntf f '')01 arid Stulr D shall be 3/4' thick APA Rated Shroth,n Eosure 1 b f' .me or sent the joint surfpcts rftr#ver Shawn at, recommended l., the se'.':,rI F. All keys Shoff bt togged with Architect's door number. If requested, meet with g - •p munufocturer Do not alloy rimer to split or ml rote a, to rid a„un iurf,cr5 q v instructions and assistance in setting r a kt c,ntrol A U,,,t Masonry, Section 04200 Buffett, Inc and iv all external Corners Corr,,�01 flanges o% m!1„ P Sf J V © 'P Y �,, Install metol corner reinforcement at 1.11 MISCELLANEOUS MATERIALS Mn•;k aillncPrt so,rores as mecrissory for a twat appl+cut+on '),-,I,-` reinforcement with at Yost two ,2i coots Compound. when complete, compound 3.04 INSTALLATION 2 B. Rough Curppntry' Section 06100U hall extend approrrimottly a' to In' on earn side of meta, nosing Buse Sheet for appucntlon over plywood or, elapid rOCfS shoo L,t 30 .r, osPna,t :10 PUSH PULLS Coated fiberglass Felt C Building Insu+ation, Sect. , 07200 h After each application of joint or Fing ce ,sming compound has dried. tightly song g A Joint barking materia, shall be a width greater thon the Joint. as reromri , A Brushed SS+ell tainless . Slip Sheat for oPpl,Cut,on over bole shite shall b1 red rosin pool, by the manufacturer to guorartet a tight fit when forced m+0 piece 1. Joints Leave rill board and treated areas uniformly smooth onU rfaryy For, fpxt,,rir.q seolpnt for metal rooting standlog stnms shall be Corlisll, Water C'.,t-off Must,c Provide hnrdwnre FUr back-to-back mot.etfk,g OS requu•ed U Panting SeCtior' 09900 DO not rof,tgh paper or equal. .11 KICKPLATES 1,04 GENERAL REQUIREMENTS B Apply mO tar101$ rrstrict. SrCt accore dancwith manufacturer's pr q+t eJ „s tr'uc tion2 s I Test OII gypsum Ur .•��' , ,r true aria Itvl1 Sur FOCts with un GblJqu4 light sour;,e Fastlr.r scar appucotim Di insulotron and p,ywootl to s,t7paN metal deck areas ObStrvr MonuflarhArOr s requirements rligorufng temperature t:•, usobdity GF moter.ats and pratrctur, Of adjacent. surfaces Make Fill Sir,(a,".0 s1,C✓ I A Comply elth ,u o II Any talegrpphiny Compound edges, fastenings or IrrA'gui;.r,<,e3 of sur'i,,:-e shop ht Fortor•y Mutual approved type A 1G youyr ' UjU' Sta.nlffi' ftePl n0t1r,01 P y F'c Cab14 requirements of 'Americom Standard Specification for th4 evident often it so,!�,• ' '�o DPIICatiar. Of dPCOrutlon will r-tquire inn4d.pft moot proper cameo vP r^ff of at Inkles , �-'las, uniformly fm00lh and r�•� •,-reCt Application and Finishing Of Gypsum Wallboard,* b tilt American Standards r rtctron S I I.tr+ � n Buffets. Inc Srrrrs, Noss. Etc shall be non-Cor r'psi,e Of IenGth and type requlre0 t0 pr Ovide B. Counter Sunk fCrfr hOleS fl YP Y rte,. positive foster.mi- to substrate adhesion along both side, _�, t Prntacl ocilacent fury-. ,t.m txCfsf v r•n ter,uls Leave joints Ir, Ion, ne,t Condition. Ileferclve "i,�ts Shall he C Dimensions - 10' high w full widen of door AssoC•o tion, except where more stringent requirements are C011fd for herrn, ,n I,�r01 cOd1. or by manufacturer Of fallbo0rd remGtrd. clean#� and real,. , at no i-.4 conal :•ata SECTION 09300 - TILE WORK ? ?P GENERAL ROOFING REQUIREMENTS x,12 PANIC HARDWARE Ce+ +n,eshMtis +,� f„n n•n of �e,i nr,♦ B MOrntOMt temperature of drywall space in range of 55 degrees t0 90 degrees F unt�I antl nor r,r,•' with lrlinnlo-;r, un•.hprg Au romponi its ,if n►tol roofing ,ha Flashing syStvr, shall be opplltd ,r, sle-cl ' ., del„rte f ky B"f fet" I. - byltding is entirely closed and vent,lotedas requ,r'!d to el,nrnute excessive moisture PART 1 - GENERAL ucCordOML# eltn manufocturer s ,nstar(ot.on Inst,uctiorns and details user, Only build-up to the building ' materials anu ntth)pls furnished oraAprovrcl for Usf by the manufactvgerr ' 8E- - 08 ... - WOOD DOORS _ P13 DROP DOWN DOOR HOLDERS r All drywou to cantor, ASTM C-36 or C442 -)s apptiiab.e to the type of drywou 101 DESCRIPTION _ An surfaces to recor.e Insulot'on and rooting muterial shall be clean dry, and frlet PART 1 - GENERAL O' frOst, ice. Or Snow, bffor o and during opphcafion Tilt Roair” Contractor shu.: m Fornish or it • ,toll all ceramlc and quart,y tilt woos, floors arid bps# one,e sweep the deck clean and dry before sturting work orf shall Maintain the roof u, I01 DESCRIPTION PART 3 - EXECUTION 1.05 COORDINATION indicated a, 'r�P drawings and hereinafter specified complete alth an oJh.ws•v«s o dry Condition during application a( insuiotlor, plywood, netat roofing and flushings mortar. et•: for complete instooet,on Defects in roof deck affecting the roofing wistotiatfon Shull be coiled tc• the ” I •' 1, • I ' ' I • IS,,r,y,, I,e c essc,-; 3,01 C❑ORDINATION A All ,work herein rfqulres coordinat,nn with trades wh.nse work Connects with, is Cra;tnhle General Contractor's attention for correction r.00flrig applications shpt. not I " " ' " I •;,q.lf,etl pF feC ted Or Concealed by drywou Before proceeding with drywall work. make PrOcted until such defects ore correctea The Roofing Contractor shall Inspect •' certain oo required inspections huve beer. node and the work is approved rhe irritate roof for defects before sturting work A Upon :-,impret(oo of Inctouotion OF Finish hardware. and as o condition of It:: I 1.02 QUALITY ASSURANCE 1.02 QUALITY ASSURANCE accfr I , I make a co-plette inspection of Olt installed Items PART 2 - PRODUCT Insulation sholl tet protected iron moiStur'e prior to application. Stockpiles of I. I,� prayer installation and function -� A GOnf ern with rill oppocoblt requirements of the American Stondurds Atsor.,,,vor� materfol shall be supported Clear of the ground and roof dock Ond covered r�tn ,1 1)I• .,Utf��saft clot,, , . - " ,,, "'.,I ' I - Vk.,e requ.r'eq ndlustments and ornieve optimum optratlon. specificotiona iA-109 Series) and the 'Tito Handbook' of the tote COiu,cli of woterproOf torps tied to prrvn,t displacement b/ wind or other rause DUMP tvperienced it. "'.O nocese.., , rna vre campletlly fifill - the I lighten screws acid fasteners os necessary 2.01 METAI FRAMING Amer,cn materials shall bw d,scorded or thoroughly J.ied befor v use =pec.ified regmwomtnts ono tit' r. r•, ,n; .,vditia fat proper perforr,., , f thr• Make Scratches land abrasions invisible t0 tr.e unaided eye from a . k of this sectionP y D q A Non-S,. , turul ;Rids ASTM C64'5 electro-ga(von,zed steel. .ilZe't ndic , nted or' PART 2 - PRODUCTS nrtoncr of Frve Feet or Cqm letel rt lucr such damn eti leen w.tf, new Work $hal not hr Started wren P,6cip,tadon oppeurs imminent. ln!ttoll/O 'nsu'ocin,, ,t•nt,.:an Item at Ili-) ndti,tior,ut cost to Buffets, Inc droe,r,'; Where riot Indicated, provide 4' KiZe and plywood shall be coverer+ r t-, the spit lid base sheet. of the end c,f each B in ,dditton to complying with pertinent ',des ,•„J ,egulUt.nnf ')Iggver,,.r,er,ta, I F ,•, •d+, heavier gauge studs where rect-Ared by ciraetngs or othirre,se 2,02 MATERIALS days rock egencies having jurisdk.7tion, comply wit►, SN.: f,fd. Use ASTM A570 or, A44a steel for Studs heovitfr than 25 gouge I Manual of Millwork of the Woodwork ln%tO.-te n_+ Col.forn'o. for er. 2 Webs' Punched for bridging, conduit and piping. 1,13 SHEET METAL FABRICATION pQr�pde or grades specifYed, or pp 3 Floor and Ceil+n Runners: Roufr formed, some a las studs. tioctr0- A Acceptable Manufacturers: As Selected by Buffets. Ir.0 3 Archltecturat Woodwork O'.,oat, Stundri,ds aF the Ar,-h,tr. tu,a. SECTION OBV00 WEATHERSTRIPPING g go gt B Ovorry Tile, Refer to drawings Ceramic Tile, Refer to drawings. > ---- --- - ------ ------ -- • golvoni2rd Steel, Chan-Pt-Shoped runnrrs Of width to ocCommoda,Se the C. Setting mortar shall comply with dry sit mur-tar methotl #PtclHad .r, the Tile All rtenf shoo bt formed t0 fit <he r-unstructior, aha as detailed On til! , Woodwork inststuty f0,' the g,adp or orUdps sppcif.rd • studs '_ert,firot,o, :,1N stamps ad, rot be r'eq"Wed. _ , Council of America handbook latest edltior for Ceramic +de ,nstoltpt,O(, installed Do dnc and limas $hop Drawing$ An wank shell lot fabricated aid - - PART 1 GENERAL. D Grout Shuq be American Clean in Colors indreated or, drawings ntftnued In aC.cor'tsprKf with the r4comminded ryttous and SpeuitcgGOnb of Vincent ,H Furring Ch.nnnR15 that ftCtlpn, ASTM 0645 x011 cOrmtd From 25 gauge F,@Ct/G- Metals and shall providfa woter#,ght Conditions throughout All items Sho,• be Shap 1.03 PRGDUCT HANDLING 1.01 DESCR1PtION galvanizer+ steel. Pr Ovdt Mar,uf OCturer'S cltps for attachment t,) runner chnrinel - Provide American Olean Epoxy grout, AO 6000 to KitcF,rn o,eas inti. ' I.- , fabricated. Roofing po is. sfom caps and attachment Clips shot( be f'rnlst'.ed t t ! E Non-Stip Coating Refer- to drUril preformed by the roofing system manufacturer A .amply with per•+.ner,t k,, •st.s„7rb of Sect,�,n U16.1i ., f,.".d” ati ':.Lilo• , •'.r,ter'ais . , ry..,,pmer t ,:r'_e's.. , y t.; L GhpnYlelp 16 gauge cold r'OUPN Eteel, golvan.Zed FrOvIUe 3/1' f�,rring and I.1/2' Lines arises, onples and Profiles shall be sharp, true, and plain sur•Foces shalt hp B. Protect doers f,-6m dnruy,e sc,lag Ono .I•terr:.rotr.,, T+�., i,I ' r,, weotr,Nt•str,p extol (mors as schedt,led runner channels PART 3 -- EXECUTION free from waves or buCklrs. Provision for exaons'on and aartro-uOn $boll be detiviii until all wet r,pr,Ut,o„5 t:uch :is pit.-,ng :,i,••r,,+r . . D :Inn rr and Tit Wire .Soft ar,nt0lw.t ,uw Carbon steel wire SInC-CoOted. Wade In oil sheet meta cork Ail exposed edges of sheet metal Items spoil bt instancy mart beer, ,amp,e+eel n„u ury C nd,tor,5 fx'st „ , 1,02 RELATED DOCUMENTS fl hemmed lore Shall be exercised during fabricotion and installation to prevent protected from trig t'PMer,tc Stock ,r, n<r,or;,anrt r,+I ^.. ...I .. -i4iIIng t, of fr„S section rr,Clu;Jr , .t ore not necfssorn1y limited to, E fasteners 3.01 INSPECTION dae,oge to the point fWgsh. Manufacturer's protective cillo shoo remain in place nstr,ict,nra . , „irons' or, tctic,ns in Division 1 of t,,. spec-f,cot,ons. L Stlf-drilling, self-topping• buyic heod. drywall screws, conforming t0 ASTM during fabrication and deilvrry t the job site The protective film must be q removed mmedk,t/ly after Ponel ,nstal,otbn c :Pal all fou, edges of i,,nf.n,.xt,•p :i.tlr,. when f+efi,ie•e:J t: til# 1,03 RELATED WORK r-646. A;, elle silo„ ,:p f!c by expert journeymen tilt setters n. Type S for wa(lboord to short metal Opplicutior, B Lo out al work so that, where All work si,ol, be securely anchored Orlot al.,exposed work Sha„ be straight. lit i_ D Dei ,. t• .o door% aCrOSS one or,other. It+t Uu^r ., - .iuikMg and Srolunts nor. 079Du b, Type G for wollbourd to wallboard oppttcotior, anY !vent, install n0 half tiles above�oe.stotiles course less thofroom half bottom Occur- raga• Fh,tSh. neat '•rte true to hn! Where possible, exposed rmibng Shall be ovcialPd lily "5f , •.•nn. canvas ,jigvtf to prevent ringer m - @ H„sow MrtW Door's brv+ I,.mrs Section 06109 c. Screw LBngth, from first vertical course at internal olid externo!.to Align all int% Y use of hook str.ps o, other approved nouns a Single toyer otiptl,otion. Type S, 1' g Jo 1.04 GUARANTEE C Alurenum Entrance and Curtain, Poll Systems Section 0840Glly and horizontally C,At. fit, adjust, end rstubtish tiles milli and t,r,r UP7Ukl b Face to ger of two foyer oppocation Type S 1-5/B' vertically l ;,1,.-l- Herdra,l Sr- c. Wul(boord t0 wallboard In multi-ply , accur,tely tr, accommodate accessories, Interruptions. Chases, returns. Pooling pans shoo be furnisl'�d to Itngtns required to span F.`Or, soup tc rltipe p y 4ppliCOtion Type G 1.2' Standing aeons sholl be typically 24' oc Seum cops shall be furnished 1x. Ft Ho,,W A ore, mm'h,tttct,.,, r, s standutd '/uorortee SlgneU by tr„1 r,,,,.l,+act,.,rer orisPART 2 -' PRODUCTS I + Fire--Ruted Constructior. Type and length tG comply w,tn legal mechanical anti electrical outfets, and finish of their' exact location os Flashing nembfr+; ahul, be of maximum POSSR,tf length to ninflir! seo,.S Cont,,; + ogr0i r. r-epnlr or replace any defective doors wnkri have enrped requlre,rnrtS determined by lo-slte conditions.:• Maximum voriation shall be 1/9' ” in 10 w ,'boed, cupped or tri or which show photographing of toner ,coon as 2.01 GENERAL_ when a strotgr,t• edge is laid on the surface ,n any direction. Cups for r,ttorhment of metal roofing shoo he ,Pb gouge golvr,r4Ztd step! defined In NWMA Stands it Door Guorant•r, eacept provlsloms for refunding the 2.02 GYPSUM B❑ARD ,rt Of door only Shutt not ontaty Guarantee sho'l ir,r'udP Ftr•IsYxr,r,, and C. Furnish and install all requrr•ed trim pier PS as specified or detailed for the various Prcivldt Contin„GUS 24 gage gowornzed hook it- r For bottor. attaChmrnt of citI -•stnunho,, :,f arip } ,P ,1,c-3 A App,,, ., •,• , t-.,rer•s the sper-.Pled Copings and.roof odor, fascia I A, r:,tE '^Etat Weatherstrip Company, :nc. ,^ Approv o Urywo ' M n,.,f'i-turers CelOtex, Fiintkote. Geor'glp•Pocific. jor%ns- PART 2 - PR011UCTS 2 Prm.o Manufacturer Company Manville, ro,ser Gypsum ,t'anof Gypsum. U.S Gypsum. D Thoroughly wash out can water orfove gr,,uting i kreso Metal Weuhtoestr,p Company q y )OIntS pend 501,+i.,ra tP with Ci 4 :„ WRthlr Ser ip Company. TnC Thoroughly grout into all r- r.: �� entire length Ond dlPtfr Fall Flush with 2.01 GENERAL B Alt drywou to be 5/A' , code car.ForMing to ASTM r-3b w,tn -'npered edges face Cf` tiles, making 0 e:, . maU r, sth surface 1.14 APPLICATION OF INSULATION AND PLYWOOD 2,02 MATERIALS unless noted otherwls, kefer to woo types A-51 fcr locat,c'n of water- Prevent staining Of Jr- A Provide wa,, nor; of the t es designs Ono thicknesses VPCs”, 7, til# illi,• resistant drywall No nor! inStdo#iah Shull b! opC (,% thn r, can hr Coverrn w til r^rf u,,; n-1,oI•r ' YP g A F. .•I,pthfr tri n fame day, or before Closet of v.cl/me„t wtuther l,:nedu+e n„'+ ,n the drae'ingf. UL c'0-minute loblred •,mess otr., r, ”, f Pp+ g 3.02 CLEANING AND PROTECTION nd•Cat#d or re•r.,Irr,cv qnn ,n ant, Head or+rl nnbS' C _lolnt Treatment, ASTM C-475 Joint reinforcing tape, joint adhesive, metol coria, d carr ,;.y ynawn cn tilP door �-. ,u'n, J I -lip"o, T F,tt• , . .. .ripr,ng, beads acid metal edge trim. Metal ,-orner beads oral trim 26 gauge Mrn,Mu,•+ A Wipe 5'.4r'foce Cl. ', grouting; remove all tr All Insulation Shall be accurottty and nra'tly cut to fit tight of ,r pnq, eiectro- galvanized steel wif.i metol wings u prc.1motel 1-1/4' wide t 9 g ,Cei of mortar and grout Any Grid penitra+Ions, without gaps O,• voids. Panus shall be tad in pa-olle! Inti •to, „t til,e -+Airing Fa.' », « I. g g P Y open or' crock« oir,ts"shall be pointed up. tl 'ft butt Ants. 0•,er Metal deck t•he First 10 tr of „1sulot,on shall be la,d wits. "+ir'ty rt tl.e cf rer,re , ,,n j„ n long edges porof(e( to and Centered over deck ribs End Joints Shot( be staggPre,t I ”' ' D Gvp rsi Shdge n l S/io ed oltm sli,rit,se tog bear^df conF,,rri.ng to ASTM C-3fi, b C,oS. ,+ ,.,I S .. '' . -r during -,;*.- - Incntil acceptance Repn,r air da mage'Y and all joints in scrond foyer shalt be offset From prtcedng !aver Ins..00Nen anu '' ” - "'I'''' r '" ' - I _ ", #OpRred edge unless ootid Gther«ifP _. .. g e-',k . . nn .,J i • �t tri P„ff, +� to plywood shall be f, 'enod with ractory Mutual approved mechanical Fosterers I E Hardware and accessories r'tquireJ for Complete Installation t0 be provided by this SPaci�, nr ,rit-1--.: , I C_.mr.,y Pit- ,.,tory Mutual Crnss 1, 1-90 � - Contractor including the followlny SECTION 09390 • CEMENT BOARD ' ” ' ' ' •-ith of ail r,terior d ,I and w,,,,*,« frames. One 'I' 1. Corner Bead, 'L' type metal trim at txpoSed drywall edges and ,here 15 SHEET METAL INSTALLATION ' ''' i I II i dr-ywalt abuts dissimilar Construction. 'J' beads not allowed Eit for.or -`— —` 2.02 MATERIALS AND CONSTRUCTION PART 3 - EXECUTION work IJst galvanized uLCe$so,les channels ,rid furring chatinrle a PART 1 - GENERAL Ai' ,t,nd,r,, eum mttut r • .,y .nn an motel Frosnmgs, coping, fascia, gutters eq'or ed down spouts, etc, shall be Installed in occordOnre with the requirements c,f the .. ,, I. ' • - 1.1 SCOPE Arenitectn.ro, Drnwings the final Shop Drawings, and the r-ecammrndotloms of the 3.01 GENERAL r Acoustical SBn+ant tr@nee Acoust,,:a, Stnlant P@corn BA-98. USC Acoustics+ Sheet met- r„ ,-'.rer. Installation smolt, prrtv'dP wuterttghi ,_anditions F • I ' . SPnlont .. . . . thrcupho'_,t I I, .- , . I , I . ,. , . . • „ 1 . ' , - 11 '' ,and G Exponstnn Joint c6 gouge minu•,uM eipC'tro gal,anized steel Pgt•',alent to 0%u = 1.2 QUALIFICATIONS Protective film sholl not Of removed ka,til ,tens are Installed. exr_fpt that fur, :.t.,l' Control joint 0043, bw removed prior to ru,plyl,.g seo'a,ts After fnsto'lotron is compiete immed,ate'y I• I , I ,• ,I • , - , . , , . I.- manufaCturea b', Un,fld Stater Gyc� ,omCve all Protective . II I '. , SECTION 0-9.111.0-.- METAL STUD SYSTEM H Cumprtiss,ble Title,- Gosket of Feit or Foom r uby:,@r as recor,me•,ded by d,-y«ul• t'f:• , ., . , .. I ". _ , i... " tri their current printed directions mankifact rril All areas to ,tc, • Jim stun meta! -"Oof,ng sha'i big covered with one ply of . ,. , • , , , . ", , ' , PART - I Adnesivesufor App p Ion of Cryps,,m Board 1,3 DEL?VERY AND STURAGE OF MAiERIALS the specified 30 I ltd over tilt plywood !h shin if fOfhrar. with 6' side oar, C + end IOPS roll tri ,wDad with lar head sin 1!v molls 9' oc at s,do Ia and lit' , , " , , " 1 GENERAL. - ,. ,1 e.r or-: not „no ened ries es and strr#d n m, r•r,ci- ge p D L General Use type rer,Omnended by tri! Manufart.i/"! ,F the ,rani rq gi o Pa_ y sed UC staggered IF' , "m loth edge .. .• , ., , . ,. " r Pit ': JimaQa and exposure to tilt eleml'n^'S Domogtfd - 1,01 DESCRIPTION g e,oved from the prom,st+s Apply the S Set an d sup Sheet over bcse !holt with fx+NOr ala$ afrsr+. rr:>r, rr,nse 2.03 FABRICATION I:, . , , „ ilii, I , , ,, till,.Iil ;t,„+„ ,,,a ;C ,T S,,.iel , ,r,ti,,.at, , +,” PART 3 - EXECUTION 14 ENVIRONMENTAL CONDITIONS Q�1jD A ,n hose fheet Hoot s'ople or soil to retain b position (9 , . . . , , . dr w'r,. r,,, f „ oor,le:1 for o c,ampltrte I I .;pf, j Stonding seum meta! ,Oaring Shull bf secured to'dock with speCif,r:d cups spoce i r,r,tai,,. 3.01 JOB CONDITIONS t� t-, Interior Applications in cold eenthor and aur'-C, Ill_!r"Irr Cement Panel mist-n..+ .0 18' OC. at rOCh Seam Clips 51100 be secured to deck with tar) Screws per Cllp • •. • , I - , + r.+ f temperatures within the building shall be Man.+ ,••.. •I,,,, the ranUp of 4` , . •P' F Rr „ ecl W_,rk .,vC,,,r-,rn., ufFeC_t,op a " •- , -ti(, ,r,cl,,cJv l',ut ore n • A. Insptct silo-far.es to be finished ueforr Starting work „not ,Jo not start ttntit sorfacir 100 degrees rortnh'PIt Adequate vrl,tilnVo, . . vided to Crl ,y A0 Irl 1NN ' Install refpr•Mpd ons in stquencr. St . ,a ,n lace b foldin Cli '@ors' rite', 1, ,• , ', .,rq;r Ile, ,t, .+f I to ljpnpf ,1 .-,:,nal+,-int, )r ,4 :.PL ti:IHS m 'aiv,;IC,r, I of t1.rsF •,re ac :elotobie Starting it-I, tilde, +nls section m I rs n,C toner of DO not Install board rheri ,t is wet MiCH ' - ( r P P a P Y 9 p pn ep surfaCes ` pbt,ft,n0 r„r. Ir, omosifR d„ertl[n9 " ^ Srir"-,fo_u+;. ,- X1111_{Olt. ,t4 1 . 3.02 FRAMING SYSTEM INSTALLATION 1.5 FRAMING ;._ Q 1.02 CUALITY ASSURANCE A Sleet wuu fraf,•;) to r*Crlvt DUROCK Cement Pont, sho,! be struct,.nul found. +r'ee t, O U� SECTION 07720 • ROOF ACCESSORIES PAitrT - EXECUTION t, rt A Steel Studs Alryr, ruonP,, truck ,- ,,ro'ely at floor ceN,ng Or Overhrod Strctct.u,@ bow, and in generni cnmpllonte r(th (ocnl budding code requirormi Daring rd and I . I I ----- Qum I,e of skilled workers who pre thoroughty trained and Obote Anchor to adjoining constructl0n as follows @xctssweiy board studs shall be repincfd before Installation of DUROCI, 40i Pane, EI)Li AA�FiI [i 3.01 SURFACE CONDITIONS . .;, ' rr,r,re,., trip rr:ressur y r_rnfts orifi who ore completely famd;ar• With the 1 To Concrete Shltided screws: or power driven Fasteners. Steel froming moist r,r 20-ga hrovlor with n corros-on-resistant metal coning @quvo—e PART 1 - GE.'JERAL -pecifled i equirement5 on,J the methods r'eedeld fill proper performance OF 2 To SuSptn5.an I:PNing Syster, Toggle halts or Screws to f,nmirq tt5 G60 hot-dipped ci "lacca 0_0% It 1.01 SCOPE OF WORK the Wir k stotlGrt. members ) 1,6 INSTALLATION PRACTICES yll'V­ �:' 4 3 Space Fasteners 24' or• and wlthlr, a.' from each trio I , , , ' I. . ,, • , I 1r, ,rentor to Complying with per tn,er,f q-r„Ir: nnct rP.qutations of yr_,vernmentol 4. V-,r sound rating partitions InstOlt troct in +elr1'-brads of Caulking .. I loaf hutches nt rnd,rat#d or deorr:. „ " Gni i r.f k.,,r:, r . t , , . - - _ _ . ., ,t•jtrrcleS huvinrq Ji.irlsdir.tlOr,. COmp1, n - ecommendot,o„s COntulned Ir, , 4' .url-,-o 3.02 INSTALLATION ";c•,: 1 i.at,one For Metal Lothir�t , , r-.ed by tl a Metol B POSItior, stud3 vertically and plumb ,n runner +rocks Space as Indicated nn . ”' ' ' ' ','tv -,nuipP@ti • ' , . ' • • • .'Ill 1,02 RELATED 'WORK t.hli,tapl Fr r,Mv,�j A550C.a heti drawings. except to not exceed the following r?4' oc. fur, 5/B' board. ' PROJECT vu 6uF2126-0� • ,> Machina .nJ „ ;tun f,nl5, -O., . . • ,,, I till ::4, „� ,... • _ ro A (, •' , ,nr it rp,vto t0 t11P e„rk rf tf,•i ce-t,'.,,, it�, ,•,., , .r , _ •„1,-�I • . C. Anchor studs oajacent+ to dOar'�pnd window fromt9 partition (nt@r g@C tiCriS o,', PART 2 I RODUC T$ DRAWN BY M.W.A Lor-moons F„ Pdider5 , ,^. , '- I r,., , 1,03 SUBMITTALS ` "M!i"br Membrane Ppnfir,g '' COYne•1'S t0 YWtnPr flanges with crews at rdCh Stu, pr„9 tt OCk f,anye 2,1 MATERIALS CHECKED Bt. J. SULTANY IS ;' U,•.4�- "trur_tura' Me-talc M tandltion dror5 to P.,5`•', , ,'.ilii r.,I , I ,, .f” I . I .,,to withir, •1' Calendor' day<. title _Ontr,irtr'r' nag rt,Ceivooj tine D Whfr'f ner.PSSOry, spike Stud with minimum 8' nested I,,(` r,+h Ons, acr@W five stir.+ 1,03 SUBMITTALS ., :: t,, t, t I,nI+ flange =•,int Board - . -_,,.._.__._-__... ------- r tin anr.1 Mr,rnn,ln i DLA OC►" Cement Board 1/," - ','b' tnrcknpizs .3e' it „ 4b' widen , c r,s �.f . 9 y ISSUE. GATE: A. r.r _-.lP Srnt' ar„wire s occo,,:h to t,r', ,PI r',ilii N, UnleBS dourS are r(,mpletely fit+ro ,.,t , ..., , . . ” , , - i , ,Ijoseol , ,. , ,.indoll' thi; Section to 8' L_.__. __...� ___ .- - -----• g _ ng ,r'.. „ 01'i40 of ter i : i ., r width b lnnin and fit them for fit"ht I„ <:.,wn,•, ,I'., tin t, -'I,,,''ports Or,J .1. ., opeded t I E. Form Corners sill+ infer5eCtions with three '?, st,ids 01-10-0.1 Y P 9 a 4•'^ave CDrlpilancF OWNER REwEw PART 2 -. PRODUCTS bottom' 1/2' Citorance max,mi,m the ,pa f . t , equlrements. F F Joint Poln Forcemeat b. Top I/A' Cteora,ce maximum LOCOte Stud within 2' maximum fr t„ Olt rib,rtting partitions, par t,tion corner's and 1 DUPDCK 1,-ter Tape ?' r 5U' BID ANO PERMIT 06-1'/-n7 1 'L:,, ,+0Ct Jr e• rr,._ommended Inst„n or, , ,es fc),• O�Cp S sari r?5 other cc'nstruc it . 201 MANUFACTURERS c Lock Fdye and Mingo, Edge bevel 1/8' in r” me,,,," whtrh, wht3n a roved b• the own+, . ne,_„ basis for accepting r A 1/9' of mPe+i,.q stiles for pnir-5 of door6 pP Y P g L Prnvh9P two t2 .'0 gouge studs cweb to web> at each door arid wb,dpp Fostrn@,s p Replace r.r rnhano doors which urp hlr,ut bot,,,i c"I , I `' irc'tlriq or tut Installation r,r -'-.•,'ilii p5. i ,or tnC,Se aCCt550rIP-5 frump and rOCh Cosld OPPniriy3 extending From floor t0 siructore above I. DUPr1" ,.• -Dews l-It4' and 1-5/8' for' 14 to 20-9a Still framing A Tile following VIM -"Ct2'-EI-Arvii ,rid models ,re oPprOved aria Phu,.,. <„' ,.;.., I,„ i ,.,r- w,-,rl, Secuelottoch to each other and to track Y P I Rnra Model S ?U c^'-E' , 3' ,• ? Anchor studs st,_,.,rely to iamb and head ont:hh, cGOS of Parr' t+ear nal PART 3 - ExEcuT t[)N •PrV SON. G.TE. PART 3 - ExECUTt❑N SECTION 08700 - FINISH HARDWARE PART 2 - PRODUCTS window front by bolt or screw attachments ,t nfaN cF 3.1 WALLS ­ _._,__-_.�_. _ __ Provide npodPr !runnlr track usingd mitered I,Pnd 4 erre . _ ...__ 3.01 INSTALLATION x,01 Mf TAL. STUDS ANTI) ACCESSORIES openings and fasten to adjacent vertical studs PART 1 LJENERAI_ 4 Position lit vertical joints over opthing frame. an additional crit-to-IenNth r #rum-rt Spare str,�l t, , , a i ,„ . I 1�. OC the Studs of F,-restandlny F�,••, i w„,, stul extending from coenln $run@ header to Cello, runner Must a ser!ered ” ,rood hrocicels or loteratly, braced ' fin,,, f , rr be completely erected by the mnnufa,+urci . ur, opprr,, i r •• Mt r,, „ r:•.re, , „lits„n rw, ,imement5 of f eN •e' f7ij i Fc, f e g g fl studs nr r,.innerc -c, I t oilyhrocP alt steel f.•aned taus ri,. :: "y , . •, +„”- ronst•uction dr owl,t-_,4 and monufn,:I.Jrr+s re:oMMe„N•.t _� 101 DESCRIPTION q 'I. .Dec 5 f_ut vertical stuols short of overhead structural eltements to pormit P ',,r1 #los`_-, di, f,ir the item Cold ,.dot ”,tende,:f deflfc tion Of joint treatment 3.02 INSPECTION „ � b Do not Splice oxlol loaded studs P Pre-rut board to required Site% and make necp:Spry cut-Outs r!t ends anti edge- >,l, N Mr hill h.t cit, r riot forced together S+agger and joint$ in successive crnfrsea fosttn bonre!s fo stop' •, ''ie u,Stol'.• .,!,oil illsct o0 mountln surfoces and detr,rmire that +hp u,Pr. 4. , ,� I t , , . . I ,, ," I At n,ttrkn- Mwtul >tt.cd OrtitipnE un1a55 Oche' " -r l,, n' . tl,aY lr,tw'n,� u Proce all metal stud partitions ttl„Ch receive gypsum board on ot,e fide only B' ,ce -+�,I- . 1,.' ,nrJ rLt•.,,•, rano r girth ur+ - '-t PI r � . J r ei s 1'•1/4' D e Screw_ spaced 9' oc ..rid d,F,,ll r,, agreef'ent with, +Bile approved shop lr'owings , , , - , ^ . , ,, . , , , r,Jvide S+undal',1 P S l S unfinished stud side horllontolfy -i t 4' mOxIMUM OC, as FollOws .r, l r•I� .• I .. .. • . i:,nd leaf than r/B' „ • I rq and fol (-' punches steel ;tads OF the i 'UHJS wr ,.it the qts' rill.• ' , ,�,i (it rnttir, .4 9lther hot. •. C1• � h galvanizer) yr Factory , I+ t. P 1,, the event of error i the Substrp#P the n4totler is to bring all devtotlpns to n,+ 1 " 1 IP'Screws* I/ a hirSur, +r...k 3Ypsum ye00rr1. pttpCllPd with emcee 32 JOINT TREATMENT APPLICATION Ottentior of Buffets, lrr-. No fur ther ere,$ :at shall tokP lar Cr' , tJs:o r:,nly C,rte iyilp throughout the stark, uri1P--.-'� i' , n n ',,r p r unto substrc:te 1,02 QUALITY A��URANCE 9 screws'in each stun ",.r, -� h,Os been prepared to the sot,srurtitm of the Installer- Arowingr ._+r• gpPcJicolly' approves ;It advance by ti., " E' Stull or reamer tr;,,l •t+h brur,• ti • ',roved to stud well A k•,k,e,i ,Itt:LTufl,., sella Tope we, ?�!,t% ..' ':a teat .,," " ; ;HEE1ROCk. Setting- Pacific HWv. 13500 r Pr 1 I 1 I rip, r rl I r- ni e' • . .,,1, iI. . , nr,•.. type Joint Compound cDurabond 45 mr 90, oppued in on+,- manner rtnt trowel BUP2003-00376 MEC2003-0033( ovidt mita silos adder tipsy i to p ape v allow o_uPss to roof +hr ,qh ,nor i ,y , ,.,ice. ,. rf., + ,.,r,r ,I , I I . • - At F,•terior mrttul stud Solt and frufilrtU '.u,l.esb oth.' w -.,- ';I'.. ,4, 1, to, H Vertical Furring- Direct of fOc,hment I '�,"sv„ y :and concrete SHEEtROCK setting-type Joint Compound over board r ,-ave, I .:tener5 and fill .lards t 3 hatch ,. , , j smooth Surface. Finish joints with at feust two routs 'SHMRUCk Read-mi„Pd .Joint t6 of 2 .,..ilii, r•Irr,W,nrg9: pl'l7vICIF F.' C ct1)ds 19 gouge $r'dn � 0,7y In '�,n. •1' pith I Atta!'h furring members tither- verfl!ally pr, horizontally n- J,j, Y L03 SURmommemo� FACE PREPARATION n•, f I • 14 „p r. .r ,ire _ , + +'w rolnt cOmpo,v,d o,#, ,,,'Seaud bear L, g. g.. nt" U9R itt3, linin. �.3,UQi,i ti n_F 5 h,Ot� :ii rJniv,;,,".IZf��,f f. Install horizontal furring not mare than 4' from flOrn- to rP,!,r,�. ..fl 4••, i ,,,,. ,I . .J.,..r. 3. Secure furring milli wit,, Fustet.PrS through ftnngfs 4 P �: g SECTION 09510 - ACOUSTICAL TILE ' ^ '' " "I' ' s Minimum IP;r rt 5trP55eS • iGOr:e as Specified f steel stud (ronin T F ROJECT LOCATION: A A uminun C'Omppne,-a9 t''ot ._Ono m#o CCw,aacf wits, dlSsimilnr nnterinls shall ,e(P". n ! ilii ilii• ,i i, , t 13' - - r„+rrtl,•P canting to prevent ri—li -'.-'r F , 40 pile p<I for st,fds i Braced type ntlochment to masonsv and concrete Atta.fh o•+jus+obin won iurcirct - --- -- 1 03 COORDINATION i v < s?IIGU las, for tfnrk3 I 418ts as Follow$, PART 1 - GENERAL T1�A R[� �R I 48` or verNcnl(yr ti' innxi,•x,m From fla0r t0 Coiling, t A,:cet,,=,)Itop s' Piovidt, vlt occe55orieS bnct6ding, bl-ft not necessordy lupi+e.1 to. 2 3f,' cl , flatIzor,tal(y, 4' maximum from columns or othtr obi4tting I OI DESCRIPTION p ] SECTION 07900 - CAULKING AND SEALANTS l ,A ,r toMp(U+e , Biles ,full be yr, ' I , 'l1,« ,.r,Iw ,•Wlign,F ,„l t, .)ck;, clip•, .-,r,t-h,)ra, fastening devices, and u+hel n,:CPsS'7r!eS rc,quitoil for u Cons frl.rt,cn, �n`)�4 -._--- �_- ito..., :ion, supplre,'s t.. , ,arnct+P nocressory pilo, ,, ,r.., ,:, , ,tet ., pr AL pch brockftq Cit perimeter of openu, s "1 e a d ,. on(tr installation. and as 1"eCrJMMFY,fed by the moni,,fnq+iu-cr ..f 3 t g A rtrrrgsr, and ,nstalt vu ,co,istical nop,d and pr ,uStiCn, tilt Ctulrtgs indica• Col., ti.,' I,lot., rturl5 Used. ♦ 4 Fp3teYn Paf_h br pCkft through hole claSiSSt to serrated edges drawin S. IrnCludlr, ed angles. suspension S tem ani all materials and ','.. PART 1 - GENERAL P. It is til! intent of BuFfets, Inc to ,: •ilii this l.,u,,dl••ti1 w +l, ,,nr. Mo(.ilii, /cep:.. t.,y 9 fl 41e g Y' system C,:,frtrn,;ter'S shoo coordinate ,1 I. I, porkr,of +n uss,_tro keyi„U aystwr, J. Ley channels on Furring brtiO.rrts so that chonrnel flanges engage serrated edyts n/ neCefsOry for n Complete Finished installation IF Cnrrying Channels are Iequtre, SHEET NUMBER / TiTLE It 1,01 DESCRIPTION as Such 2,02 GRnUT bracket for- Installation, they /hnil bit, provided under this c'cr,tr,,ct I Plumb each chonnel and place in true ollgnmPnt A supply and Instnh o4 cShfilt f and seating wort ns 1iiii t , drawing allot „ 1 0 Wire ole channrit + I ' specified he,en-, This sYthll U-iclutle, hut not bo li„Itrd to, cOUIkM�g 011 ;t f ,�iP rye COMrtr'rCia( grOUt fpr• level(Ilq the fl,lnr r-unnP' m@1•il'r�•' C each broCkt4 w141, a double Str•pnd of: i+ gm.,yP Or triple A11*2 F inter "ctlons of 1Stlmllor matrriats , I '1':)016 ntle f or,I,,lir t?<i str and Of IA gouge wire Bend each excess bracket Iength down sort Inward town,ei win '111 SPECIFICATIONS y_.,,.,____ -- _... _.__ .a _ _ _...____._ __.w,_.__..._ .•,,.rwrA>,w+nRs�'- , a�.;.rvrt;rP,a� . _.._.._.._.__._ --•--......_...,».--- ........ _ .. ... ,,.,,..”...._ , NOTICE IF THE PRINT OR TYPE ON ANY 11 11 1 1 1 1 1 1!1 I 1 1 I 1 1 I 1!I 1 1 III 1 1 11 1!1 1 1 1 ill 1 1 1 1 1 1 111 1 1 1 1 11 1 11 1 1 11 1 1!1!1!1 1�1 III I I I I l l 1 1 1 1 1 11 1 III I�I 111 1 111 11 1 1 11 1 1 1 1 1 1,111 ill i i 1 1 1 1 1 1 1 1 111 11 111 11111 I I a f� (IL)L+ IMAGE IS NOT AS 01-EAR AS THIS NOTICE, L �._. - I it i I � J-`_'l ._�__I_I ___I___ .__!-I r—'l.___�_I_ I I�1-I I 9 I �0� I - -i 1 ' 1� �/l cLl_ / _ _ _ _ _ _ _l._ - - J I I IS DUL TO THE QUALITY OF T HE No M N':`r„q.'- ORIGINAL DOCUMENT � I ll (( �s 1,,,,,11,,,,�,,,�,,.I,,,,�,,,r,,,iil,,,, � � - �_ II _.1!111 Ili NILI!II�i!I! 1111111!IIIIN�iIIIIIIII�IIIIII!iIINIIlllll�llll IIII�IIIIItIIIIIIIIIIIIIIIIIiiiIlllliillNNiiiIi IIiIII IIIIIiIIi IIIIIiIII ill!Ilill Ilillllll Ilillilllillll IIIIiIIIIII[lI 1llUll.lllllll(ll1iIIIIIIIIfIIIiIl111llll1111L111�1111ILIIIII,4iI 1 ,..wow• 1,02 RELATED DOCUMENTS B The work ,•,elude_ Bela painting ,,.� r•� ,;,:a hors :.roil -, . u Pipes and de cls CallOr CA Ir and Of man er_. r, oSetl 5tfe1 ,•,i r' ..,. ?,ii y::,r'T6 As';. t l �,nd ir'pri work, w•d • •, ''�, * ,., �! ., - ..,. .. � ... .. ., � ' ...-,.,. rr Uncludlr� � d p V A DOC.,/r16•^ts of PPCtinfy we]r4 �:,f this sec Uon inClt,irJe, bot are not ntctsfardy Llydttd pr rued metal tsurfOtef Of tqulpment installed under the nech0 nlC al and ' to. 'uenerol FfroVlslAns' nnq sections In Dlvislar,s, I of these specifications, electrical wok en paint fnishell spay.s Restaurant� �� 1.03 (QUALITY ASSURANCE 1,02 WORK NOT INCLUDED A Unless otherwise Irndrcottd. pflinto'ry is not requireui on surFa._es ,r concealed Co. A Munufucturer rad lnstaUtr LlanilflCut,ortf, All ucouiUCpl tuf shall be areas Ond inaccessible areas such us furred spaces, foundation spot@%, utility munuf"tured by Oree mnnufaCturer and shall be installed by one Subcontractor tuont!s pipe spaces ona duct shafts wtoo Is On autnorizaA agent of tole title ,manufOcturtr and who shall be responsible For +he complete fhnished rnstouab Mortal su tlor 1!:A(.iAN, MINNESOTA 55121 rfoces of onvdlsed aluminum, starness steel. cnroroiur, plots, copper, 1480 BUFFET WAY bronze, and simirur finished noterluls will not require painting under this Sect,cxe 1,04 SUBMITTALS except as may lie so specified (861) 994- 880E3 C Do root pant moving parts of operating unetS, mechanical or eler.tricol parts salol A S,.Ibm,t swoop druwiags In uccordanre witf Section OIJ40. • Of Waive Optr•ators, linkages, sensing dtveces, and motoo shafts urri „• 1.05 COORDINATION _ .. otherwise Indicated w e f D DO not pallet o,er requwed labels equipment Identif,cution. performance _ I I t,00rdiorate with all other trades whose work affects cornetts with or Is rating, mama or npnenclaturp plates concealed by Ocoustical tile installations Befne'e procoodhr,g, roofer certain all 1.03 QUALITY ASSURANCE rPQ,rred inspections hovP beer node owed the n.ork is approved. A. Ust Odlquatf nui',berS of skilled wor-kmHt who ort thoroughly trarntrd and ;i- PART ,' _ PRODUCTS • °'Pf° le„ced In the necessary crnfts and who ore completely familiar with the 'r, I ,..I requlrfinents and the m#tl•,ods needed for proper performance cf the III 2.01 MATERIALS •" I this section ( 104 EXTRA STOCK A CtuinG Tilt A' 1 24' „ upon c.>mp,etior cF the work of tai, section, deliver t0 buffets, (roc nn extra I ■ 24 S1 teG o-' x 3/4' a,.or.stiCul pants, etre 'MoteriuhS and Manufacturers stock equaling 10 percent of euch color. type and gloss of point used In the Itfhett A-$c' work, tightly sewing tach container and r_le,rly !ubelirrq wit,, contents and Flame rytordoncy Type 111 Form 1, Class 25 (Fed Spec SS-S-IIFIb,, location where used I Class A (NEPA 101) ASTM E94 surface burning chorocterist,,s i B Coling Tile 'b' ! t Vinyl faced gypsum ceiling ponel see •Muterwls and Monufocturer-s' PART 2 - PRODUCTS !J listed On sheet A-5, 2 01 PAINTS [ C Coiling Tile •C' 1 P 1. Pointed MDF with Tegular rage sap 'Materials and Mpnufocturers' .. All rioteriois shall be of the lairs, grade. male b, file f,?II(.wnn,j company listed on sheet A-5.2 D Suspension cell grid 'A' and 'C , see 'MOter',Ois aMn aufacr tures' 1 listed On Shnd Sheet A-5.r2.02 FINISH SCHEDULE (Refer to Room Finish Schedule) 1 Shall be double web type cross runners and interlock moms in compliance with ASTM-C635. (I-noun- rateli If required! Approved A Product names a'd number refer to products as munufoct,", I by So,*,* „+slyer„ nonufactur'ers Chicago Metallic Donn, Easter, ALP Color To motrh see finish Schedule l rotors Materials sh0ula b# of f011uwy ,.udV SS r,ct,-d ' tolling. OthVrwise on the (1, 1 E Suspension Ctll,ng grid •q', see 'Materials and Monufoctur'frf' tested an sheet , I Metol-Ferrous I Sholl be double web type cross runners of interlock matne in compliance 1st coot - So— ^ "� oms Mem hromlk' Universal Metol Pr-m,er wrote, ASTM Cf•35. All aluminum construction Color t0 match rpileng .nd 63rd ,.oat •I- win Williams Industrial Enamel vll(:-Comp1/u4 i d' 2 we pointed trim PART 3 - EXECU i 1❑N 1st Cart Sherwin Williams Sher wood Vinyl primer Surface, P69W4 2red, 3rd 6 4tr, coots - Sherwin Wulroms Sher-wood White CAB-Acryl,r Loccloot M1,4W4 I,:ew Gloss 3,01 INSTALLATION WOOrl Paletea ether lit Coot ;her wen Wllmms eb51W20 Po0610,:k Lot#. A Installation s,1 ,-,l muteriOls shall bf made by exper-lienced --chants In 2nd 113rd Sl,r,w• 1., am% MB 13W2:1 Promoter 200 All.yd t-rr)rjinf 11 strict accordance + ' the manufacturer's printed Instructions B `,.rspens,on £halt be made from structural members only not From mechomacae ° i'Y " ' "'led - Seolfr to motcn that is s1fpplleU on pre finished From et Division 1715, 384 -4419 89% 'Sherwin Williams' ppmvar 'W' le pier-telcos work Metal grids shall late placed true t0 line acCurOtNy "ceN meld «�,.. keJl.il"ilf onversion Varnish/[ata"zed with 112 •;herwin Williams' V66 V21 level No sags. waveswar. buckles Or crooked work well be acceptable ins , extra hanger wires at the corners Of. all light fix turfs,ntchonjeoi grill ._"d Catalyst access panels to support file additional weight Mce-um deflection, I/3t., S Aureieum storefront door area wircfOw frames of :pan 1st Cant Sherwer, Williams xIM bonding primer I -3.02 CLEANING AND PROTECTION 2nd t 3rd Couts - Sherwin Williams Sttel Mastro 9`.Uu Jilii_eane Alkyd Gloss A CIVOre Soloed Or drsCOlored unit Surfaces after Installation Touch-up £Crutches. abrasions, void► and other defects in pointed surfaces Rer,ovr and reploev PART 3 - EXECUTION damaged Or �mpruperly Installed units B Protect ocOusticot ceilings. including tenpfroture lard humidity limitations and 3,01 SURFACE PREPARATION Juliet Control So that the work will be without dGmugr and deterioration of tire* of acceptonce by Buffets. Inc s r,r,, i „f cnu,rite:r or remove uruor +o pai,tng If required to sue eposN,O, ,Ter palretl,eq SECTION 09860 - VINYL BASE le Make any #xposed mliceltanfous metal items, such r•s steel supports, anchors. hollow metol Peones anis the like, clean free of st I, t grease and dirt ------- - _ -- ---- - - - Marred shop Coots shall be touched-up to a '!,I•. • • I.• , PART 1 - GENERAL l Muke any wood Surfaces t0 be pOi,felt or stuir,ey, cieun Sre:,9th, dry and fully sanded, lenc.,is Ontl pLt,:h porkies under point finish shall be sealed with shellac 1.01 DESCRIPTION Ful joints. crocks, nail hoes distegurotions. etc witte P,Itty after priming, then sond smooth A F,Ir-,vsFand Install wall bose over, gypsum board surfoces where ino*,;nteci are 3.02 APPLICATION the room finish schedule and drawings (located at booths' PART 2 - PRODUCTS H Due,rayl .,lar• u(.allcot muntt,ln minimum temperature of 69 degrees F, unless --erwlse dirt r +- i i1v BUffels, Iric or- manufacturer', printed Instrucb0„s 2,01 MATERIALS, GENERAL Mold tcr,p#rntur'e co ' r pcessil,le Provide adequote ventllotion at oil times SO the humndity ..annC' ,'ve tole dew point of tfe coldpst surfoct to he A Lal lir Se'rC leu Uy C1wne, panted Do n0 externa f.u.e tag below 50 dagrePs F temperature 61 t Adhesives E Point oil exposed surfoces of every memlaer Paint on/thing inaccessible after I Pr-Ovide water roof and stabilized t ir,stollption before in5tullat,or,, if requ,red t0 be pointed. p type adhesive as recommended by tree manufacturer of the material being instollwd 3.03 COMPLETION AND CLEANING Asphalt emulsions and Other nOn-waterproof adhesives will not be ?_ 02 MANUFACTURES F', „plebe„ oil Cello ,11) clear, all glass, ha•dwal t etc. and remove It _ed polar and stain spots 0, 'flim mrd 1Cp;a ele -I. ;,, n ,-:rldrtl01 Aau::ctabre to Burfwts. Inc , koppe 2,03 RESILIENT MATERIALS SECTION 09$60 VINYL WALLCOVERING O,nlnslOnS I'f a' r„yn, ;;:-cu r., e ,t :,i.,.t - see draw,,igs for PART I - GENERAL f :gco tions 1.01 DESCRIPTION Color- Sele:-t,.., by Buffets, Inc. Work lncr_,b' i. t., .,:s, equip,.. :,•,r .iccessor les L'.04 OTHER MATERIALS Complete air l� ,. ^ e Cnllpd for no A frovlde other nctf,ials, not specifically described but required for a complete 1.02 QUALITY ASSURANCE _ and proper tresto0atlon, as, selected by the Contractor subject to the npprovo, T f Buffets ire A AFp1o_,tc, -, ,,,.r„_a ti;un-,� Installation short tie by Only qu0llfrrd }our hey-, PART 3 - EXECUTION experienced wollcovering work Apprentices may be emptoypd to work *1 joirntymen „ accordance with trode r•equlatior,s Appiicat , Onotl have 3,01 INSTALLATION mlrtimum OF two years expe,-lence A General. 1.03 PRODUCT DEL'VERY, STORAGE AND HANDLING 1 Instoll materials Only after- finishing Oparot,ons inciudMg pointing hove A OeUvpry -7r Materials Oeliver ail nater,as ,n nolnuf OCtur'C1 F ;.,31 tions, properly been Completed and after permarl hooting systel, es Operating labeled Ond ;Ire t,f ion Tole core tp pr•everlt damage O,Iring del,v#ry Ond B. lnst0uir,g Bc•se handling. I Install base where shown on the drowmgs k Storage or M' ', n- ...,ring ,n nldc,r,., lot condttor, Os pr;rkage,, 2 Use Factory-preformed exterior comers and factc,ry-preformed or job- my manuCOL,J.,rf, on uredomoge ndi<eon a£ puck.Oged by altered Interior corners, manufacturer 1,. ,- - e tt ;n a clean e,-y storage area *her# 3 Base sho1S be applied in as long of pieces as AOssibre Pieces smaller temptrp=ure fr.'' e . t 40 din, ,c F with normal humidity than 6' long wui not be accepted I". •,,,,t st r Set 011 SpeCifled bests we OdhPSlve thoroughly tooted and Firmly set so 104 JDB C014DITILIMS ower edge fits tightly og01,-t Mooring. Make ntomts m hoses Including those at any prof reed r bares, plumb, flush, tight and A 0,-ror,mental Rrgirre•memtci „CCnsp,cuous Set top edge and b, f of base firmly against wall. Tempe, ,• ,;,orf li.,•..d,ty vinyl-CrJuts,l suis, -.,led only 3.03 CLEANING AND PROTECTING when ' „pr• a rane9 humia,ty r_onoo It tole same nor o• +:,1 exist when building _<u(.eeeu Ares to r-pcei'rp F .; $hall be 0 constant temperature of 70 degrees A k'tmnve excess adhesive anef Other nlemisfnes From Exposed surf Oces, using F mp;SVr'ell ,,u�• e-kevotlon. Temperature shall be ma:ntairem for r2 neutral cleaner recd^nrr„ r by ',r manufacturer' cf the reslNent mat,e.air, hC n bef or'V uur,nq and 48 hours of ter the opplicn tine. SECTION_ 09880 - CARPETING PART 2 - PRODUCTS 2.01 WALLCOVERING MATERIALS PART 1 - GENERAL 1.01 DESCRIPTION v•:r,ri.j 5„pp".'� ,y 6,fferts, Inc r-, quantetieF ;[ep'.af,pd �,> tt,f tr actor' P er op, CharoC teriF tiro • 'n1 Ond incidentals necessary to complete the carpet Irestanat,.., ,? Test Procedure ta,r,ing chonccterrstics shoo be ,Teter mined r room fl•n,sh schedule and as herein specified G�rording to ASTM E64•Tunnei TeO prOCedurP V f lame Spread 25 Or lrtis , 1,02 QUALITY ASSURANCE Fu°' , ;,nrribut,om 15 sr Its! i -pvfbpment 15 err less A Use udequate numbers of ,lolled workrevel who are thoroughly tro!ned an,i eaprrlerecod in the necessary crafts and who art completely familiar with the 2,02 MISCELLANEOUS MATERIALS specified requirements and the methods needed for proper per•Formonce of the .oro, ,..f this L#ctia,- „ „ I, .. e r,,:n�if u[tta rr. PI.OpFe" far ,tS „sir enol loco t,i.,r•, PART 2 - PRODUCTS 2.01 CARPET PART 3 - EXECUTION A Ali Z,,.OP+ is qupplirri by 8ctfets. Inc 3.01 CONDITION OF SURFACES 2.02 CARPET ADHESIVE 5r,rfoa scnFd,iva +.c . . . .r yu yi-c„ated A As recommended by manufactvlrer fa, OPPlicot,on Of ac ctssor,es area cu,Ur' IV• ' ^ '••Iver St y offesct pxw,:u',in pc,non,=wort or,d i�wf.,,E bt'Ir•-,ir,C work direct elloe t,, ^.ont rete application , - ° .. i' g f PART 3 - EXECUTION 3,02 INSTALLATION 3,01 GENERAL A Manufoctur•, rep I• „ ,,.,d appty w,l inlay r nccordonce *til, mire ,/• ,r, - 1,cctions Fol,oevmon,,ef J, t e,,-r �I,r prt A thoroughlyaP cler, all surfaces to rCen'e ct,-pet, For miing and aPplyi,q ,r, jlr'MCI MICHAEL.,;UHU WILKUS c"1 "r. Start of work ndicot#s acceptonce of surfoces os being sotisfn-tory for pool, B Paste Mix p„str thor Ovgrly Ap{_ "ate ion b,,,:i, r,. no tP,'oi roti h, execution Of this Section Of *ori rrjller it, c than even COot Ove, „t p.7nei. �® X02.3 � ee that wall base Is Installed and finished prior to Ins tall ng carpet [leaning Scams. With a damp sponge rerep,p p, ntS ar{r,e ',yr I, ,m I, s<,,.• EDEfIPRAIRIE.I' us It le mode Octal wipe clear, Cys p and lir j with ,,Inth towel AIi tlurfOctB must be dry, clean nail fret of illi wax, yr ell sp. points, Olis and a other FOrelgr matter. D. Trimming, Trim deeply textoled step notched pattens ,:,n work+ahir, weti, a metol stralyhtwdge and on inott,strial ru YOr bloat trim adi ii h,;r,;l say;re,jc whirr E. Apply approved underl0yment rrq,nred to nuke ciepress,0t,5 level el F -pyo ,P-qulrrd to: achieve o color and potit-re) mot•Ch at Sf Or',5 4Urfare Verttr:al jou-ts shall not ,]i;,rur less_ thnr, 6' +r rr•. .p.,ts,de be n srl,l F Provide rubber tronsitlon stn'-Ips at carpet/tile tr ans•tipn cerr,ers No _utting of corners pprm,tted 3.02 CARPET Horizontal Seams No ho,izont.ul wore£ permitted i'lliT Nu nuF2226-OS b r DRAWN BY. M.W.A. A M, , .,ef flciently tight to prevent wrinkling -e Wall A+0 0low S Rennie and reply rp hled. rf. al'eaS nriFS "' es uev� Sir,a.,r . Items +0 OIIOw wall�OV Pr Ing to b@ In£tollyd. � of Cl/ECt(tD BY: J. SUITANY • B ;e4•.er'e t0 floor with proper adhesive H Coordinator, With Other Installed Items, Where npp4cnA,le. st,.ii waucevpreng C. install In largest possible amici£ with all seams Parallel and per-pe„tlnculr,r t0 before the vlstpllation of plumbing Fl,tures, casnle;,s, maser: end r.aher,rf,; 1f DATE : - building walls and all In Some direction of manufacturer Avoid end ,pons I Workmanship Work shall be neat. close fitting, +.-enured spaure 3mi,u+n OWNER REVIEW 06-t0-O D AvOld %eoms In heavily traveledpn a or05 Trim Ond %tam carpet icu -CrdariCp <Ir . n + S ar. wlthuwrinkles. bubbles, gaps Overlaps. Open ;puns ,,n5p edyrs. with rearuf OCfurer's recommendationsu I r, 9t. or ,Amain edges. stains or Other Imperpc' ftigns. 010 AND PERMIT 06-17-03 jt I r 1 ut,or, ,n Materinl: An variation II-e rotor 4✓ G,�,t+f-rn M, m Shall Lok E !r ,ants Ond waste StuC'k melt 011Ored onmunlcutedy tc, manufacturer's represrntot,vp for h,snvpP•ChUn • i .,do? floor Stone leveling ,n ireos Indicated o„ plans ,• '' I ' rodlr,g f'urtl•.er with u,stollotion. 3,03 CLEAN-UP3,03 CLEANING DATE, i A. After irtstu!iatiuri, I_nmptvtely remove all Scraps Jfir,s. rrsul tong or ore tol* worl- OF this Ser•tioe. P Ger,pr,a' Ppqulr empniR RtnVpf ,it e,CPSB eater•$Iva .oll•, wall rand rod ,,•pr-.t uI Pn4 w.fl ., I „ ,f.•p cti•. q•:tKt Senors, where ,t fleYa' top I. e.iShecl rf oftpr 1pCl and P,to mistc orf t a ,r dFII B Clean all co'-pet with vacuum tleanfr beOtlr •type j (• Remove Only soiled spots or Odhol with spot remover In acrurdance with manufacturer's recommendations. P len, ',n h tolinp sur4ac#s soiled as o result of irstutling r.o,ppt 3,04 PROTECTION , to Frao heavy non stpaper or plastic walkway as required sPacific Hwy13500 par carpeting ing In dlrtct,ue, cif tr frofFlC, mnMtaiNng Intact anti! Corpetptl space ,r BUP2003-00376,MEC2003.0033E1901 32 nccepted by Buffets Imc 3,05 SURPLUS MATERIAL e A Allow Buffets. 1nC to aspect area seler•t Iron sero ,:or pet remaining a1+er torr PRQ..IE i_1 �.f.��QTI(11`I . ,,+-Motion for buffets. Inc ,Iso in moirietom%ng fl-411" h,„Bundle wrap I,, lop n„,i I10oler to Buffets. Inc the carpet %craps srlp,;+set by fah SECTION 09900 • PAINTING T-I C,A R 17), 01 K PART 1 - GENERAL OR304 1,01 WORK INCLUDED ' A fhls tootrlu ten Shull do au -t-for aid exteriorpain hn indii:9 altd On the SHEET NUMBER / TITLE i drawings, Includ,rq hut, not ntrpssoruy limited to wood, mosor,ry, gypsum board, ferrous rttalS, prime coated metal surfoces. louver, rilgisters and grii. P A11*,3 SPECIF ICA(IONS ...,. ..�.....�..,-rr�.-r......,..._._.-..,«� __ w+�•�.�.�...ww�_r�w r_.•r�..w+„Mer•u•�-rw.�..•.r,w.�r.wa.....w...,..rw+rr..,w+r,r•,.,Irv1yi,�grrwwAw'111MfM,�w..-Ww-. ..mow„ ....r-.�r`M„"•,rr"„r,MSM..w,u,,,w,.+d-,Y,erMueewryY,l,I.w...r�,.r..._-•..,-._,. , tr.6KM'nf!rt lM - .. .....s.w.we MwI. ,-.-pl��y�... ,-„Kr._-a._. _...__...•+,r„•,�rr,wr,rw......-...r.,_�w..a,...-----<, -_'..+urs....._.._......... .,._ _ ,.- •....w,....._r�,tlYr+Ma•wwa�IMir.+._..- -.,«_..-...,,,,w NOTICE: IF THE PRINT OR TYPE ON ANY III I I III III III I 11 I I I I I til III III 1111 Ili III III III IIII 111 I I III III III III III III III I I III III Ili I I III III III I I III III l l l l i l III III l l l l l l III III III I I 1 1 (-,I, IIII _ IMAGE IS NOT AS CLEAR AS THIS NOTICE,ITIS -- 1_ I_-� I -� _I-- --- !- -- --- DUE TO THE QUALITY OF THE - - _ No se e,-_,,,,,x", OPIGINAL DOCUMENT E 8ffi 6ffi IL�L 7,ri Tsi, 6ffiffiis, U�8 8t 8lL9i 16� 8t4111 11, 1,T-1, t 8 �8 L � IL 1 -fB; VrL i t„��II IIII IIII IIII111111I1111111IIs,,II II 1111111-llllllilll�l►1111�lllill III��I,et, II I►I►,1111111719,' I �IIIIIII�IIIIIIIIIIII�II I► ll�llIIITI�IIII'l IIII IIIIlllllll1111I1�Nl1► OCC Restaurant 2 3 4 5 Co. 1460 BU"'Cr NAY LAGAN, MiNNESIOTA 56f?1 (851) 994 8808 i I i f f � I _ 4 941 I NOTE 3 i j ! X �' I 34© j I NOTE 3 I I ` EXNG — i f�-TC:N UNIT ! I NOTE I j ! EXISTING A ( .NOTE 3 i I "EC64 UNIT i I I f �C j / r NOTE 1 I � ! � I• I I I 1 I! I ! I NOTE — ' I `TYP i I I 1 I i I I NOTE 3 54.0 1 ! NOTE 3- FNOTE 1 i• 9 i I l NOTA I I I I 1 i I NOSE 3 I I r NOTE 3 I INOTE 3 • ! I �EXISTING j to 1 / ,� 2000 EXHAUST I \ MfCH UNIT I �t FAN 4 SHAFT NOTE 3 ! } r i 1 + EXISTING I J i I — j T NOTE b MECH UNINOTE I I * ( I I J ) I !� EXrST {(� 3/4 x °4 1,j2 GLD EXIST b J/4 x 34 I/s^ I 1 i �fNOTE 3 _ I Ex ST 6 3/4 x 4 I/2 GL®_ �__ NOTE 3 ! @XI4T 3/4 34 1/2ILB -- - T ; ._, i ' I_ _ � i NOTE 3�1 -NOTE 3 J NOTE 11- �.—..— — — I ! NOTE I �r I T—— NOTEovER EXISTING � ! `I i (?) TRU95ES— I T I MECH UNIT NOTE 3- ! `NOTE 1 ! I I I l TYP) I NOTE I . ` I i NOTE 4-� \ '� r' a . Ar I I i NOTE 1 I (TYID T EXISTING I NOTE I / MECH UNIT I I ( NOTENOE �X, I ---- -- -- I ' 1 t I i I I I N•.,T;: 3 1 i I j I I I I I I � i � ;fir rtty�i 1PRO oit psi ORPXW I r r F7 I ( A . PROJECT'+ NO., guF2226-03 NOTES _ _ DRAWN h: CEC 1) P1000H6UN16TRUT ALIGNED OVER SNEEZE CM[CKEn BY: R WAIKEP ai GUARD AT ROOF SUPPORT PER 1/54.0 AND ALUMINUM ANGLE AT SNEEZE GUARD PER 5/54.(4 � n�uE: oAn1 1 i —J ' A OwwER REVIEW ft-10-032. PMT H9 UNISTRUt x 13:-0' OVER l3) RUSS£3- � 210 ,Ko PER«n 0�-17-0L ALIGN Wlti-1 SNEEZE GUARD WHERE IT OCCURS 8 ®ELOW- SEE 2/54.0 AND 4/54.0. 1=I001T HS UNISTRUTx 13'-0' OVER , 4. TRU55E5- ALIGN m a OVER SNEEZE GUARD BELCIU- 5EE 2/54.0 AND 4/54.0 � 1 oAn: 4 P10VT 06 UN'BTRUT x ll'-0 OVER (5) TRU55E5- ALIGN �. r OVER SNEEZE GUARD !BELOW PER 2/54•p 44/54.0 8 d 51 ---0---ROD HANGER LOCATIONS COORDINATE k w Tu ARCHITECTURAL SNEEZE GUARC 8 6 JNI5TRU? EACH SIDE OF EXHAUST ;:AN AND DUCT- SEE DETAIL 10/5-40 C O1 Pacific"wv 13500 IF UNIGTRUT COr49LICT9 WITH TRUSS WEBS. 40D BUP2003.00376.MEC2003-003?,: ExrRA UNI5TRUT PER DETAILS EACH BIDE OF 20 of 32 TR)85 wEBB :J PROJECT LOCATION: -TICARD, +Ofd . OR 304 1 ROOF FRAMING PLAN NORTH SHEET NliMBER j 11T[_L Now S2 . 0 lj ROOF FRAMING PLAN s,. ., w.+_. ...,.. . ..-.-r ..,.�p,...re�m+•c*e,-t.gM"�°J•.P�mwc.„:.P�;C,:rr R.:.m:«,r'R�M"h�m'-wT!^nap!+wPM.+:.:-o..._...r,_..... ..............._..,.:....._ ........ .+.+wu.w.ww...+........-+....+....-... .........,...w►.�....�..�,r....+w,..r......_.-....r-..-.._.. NOTICE: IFI HE PRINT OR TYPE ON ANY ��1 I!1 I!1 III 111 111 111 1 1111 I�I I�I 1 1111 III III 111 I�I I�1 ISI I I I�I ISI III III 111 III II! ! I III III I�I III III I�I III I I III III III I I I�I I�I III III III III 111 I I �r�� IMAGE 1S NOT AS CLEAR AS THIS NOTICE, _.__ �L _- � �L_ -- - - _ 1 - 11' !IS DUE TO THE QUALITY OF THE ---- No� �,��,,,• ORIGINAL DOCUMENT � � �c ►I►I i�llltlilililll►li illtlilii�iliilllli illllili�illlllllililllillii�illillil�ilil uli�lllluiTiiilllili�ilu illilil!i liu i!!ill!li�iiil i illilllli illlllll1!III!il iililull Illllu��u`�ll�ill�illllll�u� tllu r EXIST PLYWD DECK -EXIST Pt_T WD DECK +--Exl$T PLYWD DECK STRUCTURAL NOTES Ol. B / EXIST 38" TJ60 BT TR+JS-J018T a EXIST 38" TJbm BY T"-JOIST EXIST 38TJ(o,m BY TRU$-JOISTRestaurant • 4'-®" OC:--, Sa.a • 4'-0 O.C.--�.� i • 4'-C' O.C.------- - \ 01.0 GENERAL NOTES ~ ` i Those notes set minimum standards for construction The drawings govern over the Structural Notes to tree extent `• ,• shown 1460 BUFFET NA'i 2 Contractor shall venfy all dimensions, exist!n framvn anti con•11t1,,,v,Ij,)c1.i�wiii and In field Coordinate vocations E:AGAtr, MINNESOTA �- PLATE WASHER 4 x 20 GABRACES 0 of new structural work with architectural mechanical and electrical pians Notify owner s representative and W DY (651) 994 8608 t COUBLE NUT • 48" � O.0 ROV!DE LATERAL BRACE AT 3 Inc of any discrepancies Construction means methods and ail necessary temporary support prior to completion of verticai and lateral load � VARIES 3 MID-SPAN FOR LENT-zT�S✓ARIES - GREATER ".-4,4N w - 4 Complying with all safety responsibility JS the requirements a the sole responsibility of the contractor systems Is the sole res MiN � PLATE WASHER AND r T � i NUT TOP t BOTTOM �� 5 Where reference is made to ASTM AISC ACI or other standards the latest issue at the building permit date shall iot~ H8 I I //��P10911T H$ UNISTRUi, (/ � CLIP ANGLE 3 x 3 x apply / SEE PLAN FOR O FACT EA BRACE 6 All work shall be in strict compliance with true Uniform Building Code"(UBC)as amended by all other state and local r--------------- --- -_--- LOCATIONS 4 LENGTH r F OF TJb(d UNISTIlUT -------- r codes, perms an building department requirements that apply E--------------- ---------------_..-------_--__ •, CHORD W. (3) 0I0 x 7 Design Criteria Lj7------------ -----r----------------- ---S�r�Ti 7 3; SCREWS EA LEG q . L a 1957 U B C 'n11X' UNI®TiRtJT SUK'f='ORT I�il�i !i4 c Bp TYP 8 Mechanical equipment, mechanical and sprinkler piping larger than 2-Incn diameter or other Items producing a NEW DBL 2x6 hanger load over 100 lbs shall be hung by a system approved by Tile owners representative A11� hanger producing Ik��S BEYOND- $EE 2 �5ty SPREADER a load over 200 lbs shall have additional framing Installed ro transfer these Iclads to the main structural beams,foist PER 4/$40 or walls unless Otherwise approved i TYPICAL�-- � Pty -PLATE WASHER 4" CEE BRACE 9 Brace all mechanical and electrical equipment, piping, ducts, etc to the top of structural members to resist 35 percent W/ (?) 010 SCREWS of!!s weight by a system approved by the mechanical or electrical engineer respectively I/?"o Tt_iRI=ADED ROD TDP t ®OTTOM 10 Detaus shown on the drawings are Intended to apply at all similar conditions and locations SEE PLANS FOR ('TYPICAL) LOCATIONS 11 Do not scale Information from dra�:ings 'J 2 DBL NUT ITYP) 3 05.0 STRUCTURAL AND MISCELLANEOUS STEEL EXIST PLYWD DECK 1 Detailing, fabrication and erection shall conforin to the Steer Construction Manual of AISC EXIST 38" TJ60 BY TRUS-JOIST 2 The contractor shall be solely responsible for all OSHA requirements for safety and erection Including but not nmitred • 4'-0O.C. to, erection bolts bracing, fall protection guerdrails etc " 3 Threaded roas shall be ASTM A36 550 TI50-33 TRACK 4 Batts shall be A307 unless otherwise noted Provide standard plate washers under all bolt heads and nuts in contact iF UNI$TRUT CONFLICT$ WITH SEE B TRUSS WEB, PROVIDE (2) $4.0 with wood UNISTRUT$ ('ONE EA SIDE' AND CROSS NIECE OF 05.4 LIGHT GAUGE METAL FRAMING r=Ira00 H$ AT RODS OR IF THIS SPACE 19 GREATER Box SECTION FROM PROVIDE 2xb DF02 SPREADER$ THAN 1'-3", EXTEND DBL. r 2) 55© TI50.33 eOL'5 AS Rr 1UIRED 5EE 1 All light gauge steel shapes shall be 33 ksl material per ASTM A-446 Grade A for 18 gage and righter. and 50 ksl ON ER ('3) `" CHORDS CONTINUOUS ?xb OVER (?J PINS TO THE A446 Grade D for 16 gage and heavier. unless noted otherwise Shapes shown are per Steel Stud Manufacturers' OVER 13) TRU$5 PINS MINIMUM. RIGHT ALSO x Association Manufacturer's shapes with equal or greater A, I S and R factors may be su"i Ituted provided they WHERE THERE ARE LESS THAN 12' 94.p 6 TRUSS CHORD PIN$ BT'WN A PAIR have ICBG research reports Studs and blocking shall be punched C studs of 20 gage(rnirnmum)material with 1- MIN OF UN15TR1JT, EXTEND DBL 2xb -Lb x 4 x 3/8 LL,/ 3/8 inch wide(minimum)stiffened flanges(unless otherwise noted) FULL LENCsTN BTu.JONS BOTH UNJWN. RUTS ------ SEE 2 Design of framing members shall comply with A!SI Cold Formed Steel Design Manual i PLUS Ex?EN$IOty$ A9 $HOl1JN.- --- 3 Screws for connecting steel framing members shall be self-drilling. self-tapping screws with minimum Py = 33 ksl Connect stuns to track with minimum two(2)#6 scruovs(one each side) Connect multiple studs or joists together \-COORDIN4-E�\ with minimum #6 screws at 24 inches on center 4 ATTACHMENT Screws for connecting gypsum wallboard or plywood to metal studs and track shall be bugie headed self-cinfirng BY CTLIER5 screws '-BOLT TOGETHER W/ / \N, SNEEZE GUARD � 5 Torch cutting of bolt holes In track riot aNrrrved Drill or punch holes 1/16 Inch larger than the size . the bolts 112"0 BOLTS • 32" Q.G. ®Y OTHERS 2 06.6 STRUT SYSTEM METAL FRAMING 41�45 O O ! • i -m 1 system ea shall be manufacturer vidd bUNISTRUT B-LINE or an approved manufacture All strut system components must be 2. UNISTRUT sizes have been called out on the drawings Other manufacturer's products are to have the same er 15 4 x 20 GA BRACES higher section properties and strength as the UNISTRU sizes noted • 48" O.C. (ALT. ' ' 3. Channel members shall conform to ASTM A575 GR 33 or A653 GR 33 with fittings conforming to A575, A576, A36, DIRECTIONS) I A635 or A 907 GR 33 MAX i � -55m $162-33 METAL • ---- I I STUDS • 24" O.G. 4. Channels and components shall have a manufacturer applied rust inhibiting coating of either paint or galvanize 3x3xtb GAx®'-4" 5. The Installer shall inspect the work area prior to Installation The general Contractor 3h3,l notify the owner's CLIP ANGLE AT ! _ 1 I/?"� THREADED ROD FOR TOP CONS,. EACH BRACE ; ; '10 TEK $CREWS representative of any deviations required from the drawings + • 16" O.0 TRACK 6 Installation shall meet all manufacturer recon?rmendationi; i TO 8001= DEG< ! r'�, W/ l3) Mm Mm TEK I I TO BOx 9EGT;ON SEE -�- SCREWS EA. LEG g ' R WASHER AND NUT j F) i 4" x ?0 GA BRACES r 550 T150-33 TRACK ' I � � 1.5 �\ 1 • 48" O.C. ^' �' CONSTRUCTION OBSERVATION, INSPECTION AND TESTING I I MAX I L-- r hm TEK SCREWS A. GENERAL CEILING L CEILING _ \ EA LEG EA STUD \ ,-I 1 independent testing lab to t>e retained by owner to provide Inspections and special Inspections as described herein -550 5162-33 `_010 SELF DRILLING \\\\ ' l3) �0 SELF VERIFY ATTACHMENT TEK SCREWS • -'' "��•� 2 Contractor is responsible to coordinate and provide on site access to all required inspections and notify lung iati in DRILLING v /� METAL STUDS BY OTHERS �\ Ib" O.G. EA. LEG c I�► =" time to make such inspections TEK SCREWS -% (' • 24" O.G. _ -+' - r�-, Q �i tJ -�� J ' CONTINUOUS BOX (4) 010 SCREWS / �` +'' 3 Do not cover work required to be nspected prior to Irspec.Gon being made If work Is covered uncover as necessary 550 T150-33 TRACK C �. C SECTION PER EACH SIDE -- DBL NUT OR / \ B. SPECIAL INSPECTIONS SEE ARC►I FOR / 8 4 PEENS THREADS + _ � C� -uvZ, FOR 5F'L'GE 540 12" LONG F'!ECE FINISHES 54� cJ -I1L7J tJ _t;L�'.r °IEE g OF 18 GA STUD 1 Required special Inspections shall be performed by an Independent special Inspector per Section 1701 of the _ I I�I+ $40 Uniform Building Code (UBC)for the following _�_ SNEEZE GUARD a. Review Bolting And Installation Of Unisirut And Hanger Rods t30X SECTION FRO 1 + SUPPORT BY OTHERS I I I 2 The special inspector shall p,•ovide a copy of their report to the owner architect structural engineer contractor and L6x4x3i8LLv' +I SEE (?J $5© T150-33 _ i i I I Sop I SEE � i i! i ii buildirigofficial 54� 6 $ 9 C. 5'rRUCTURAL OBSERVATIONS 1 -� �4 Q • 4 3 I -0 �� [�,Q NO $0--ALE 1 Stru0ural observations by the engineer of record or his representative shall not be re•,:.jived unle�.s the existing framing is different than assumed on the structural drawings When a discrepancy is found, notify the engineer and the owner's representative for further Instruction on how to proceed 2 The contractor shall notify the engineer of reccrd four(4)calendar days in advance of above times reauiring site ObSP,'Vatipn -NOTE NOTE 2 STRUCTURAL NARRATIVE NOTE 3 The work outlined on these drawings is for the structural support of roof hung equipment and revisions to the existing It exterior fascia Loca!framing had been designed to transfer the loads from the new element to the existing structural NCTE 5 c�0 840 shell of the building. These new loads are negligible to the ove all stability of the bu0ings' structural system and there i are no modifications to the basic building shell Therefore, the buildings overall vertical or lateral load system has not been reviewed or modified -------------- NOTE i �' . y f7, �FRr �Pv d NO-E 6 A NOTE 2 s j_EtRca 0*4W2004 _1 PPDJECT NO.: PUF2220-03 )RAWN NY: • • • CHECKE ED �Y: RWAVIR // �fUEr DATti MIN t-NOTE 3 0 - OWNER REVIEM0111-10-03 MO AND PTRYIT Oi-17.03 \--NOTE 4 -------------- r--- - E -'� �REwsIOI+ a,TEt_ J 6 's ABOVE NOTn x CEILING S ,r s E: NOTES! ...� _ NOTES: ---- 1) 8d NAILS • 4" O.G. TO FRAMING AROUND NEW OPENING 1) 2r.8 D.F.02 TIGHT FIT BETWEEN TOP GH04D AND 2x6 2; 4xb OP4 W/ $IMfUSON HUG46 HANGER EAGN END TO 2) 91t"IPSON A35F 4x8'5 ,EACH SIDE ON DUCT) 3.' 2x6 G F 1, EACH SIDE OVER ) TRUSS 1-*N$. BOLT � Pacific Hwv, 1350u 3' DP.". H 4x8 DFEAC51UE IIA-4,EXISTING TRUSSES W' TOGETHER WITH I/2" JOLTS m 32" O.C. 8UP2003-00376 MEC2003-0033t J 51MP50N NUC46 +-+ANGER EACH END TO VERTICAL 2x8. :1 of 32 4) 4" x 20 GA BRACES (8) TOTAL BOLTED TO UNISTRUT EXTENSION. CONNECT TC ROOF PER? 3/$4.0 PROJECT LOCATION: <J 5) EXISTING 38 %6W TRU$-JO!ST t 48'' O.C. > TICARD RV �C� 6) 318.'0 tLIREADED R ODS EACH CORNER OF DUCT U)/ Q i Op 30��'1 C-PL NUT TO UN18TF,,!'r AND $AMMY $UPPR ER SCREW 10 4x Sf4EET NUMBER / TITLE I) P1000 H$ UNISTRUT EACat S'DE. EXTEND 6' PAST EDrsES \kS4 Q/ 0 1� it • s4 1.) S4 . ROOF FRAMING; OF fAiLS NOTICE: IF THE PRINT OR TYPE ON ANY III III !I! IIII'!I III !I I I I III 111 I III I III III III I I i I I I III III I I III I i I III III III I i I III I I I I I I I I I III I I III III III I I III 111 I i I I I I i I I i I III III III III III I I �'1 ( r .L IMAGE IS NOT AS CLEAR AS THIS NOTICE, l_- ----_..I I_- I I I 14 _I`I I I I I I I I I I I I ' I I I I I I IJAG ITIS DUE TO THE QUALITY OF THE Nu tie a �- ORIGINAL DOCUMENT !! I IIII IIII !III IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII Illl�llll IIIIIIIII III! IIII IIIIIIIII IIIIIIIII IIIIIIIII I!IIIIIiI IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 111111111 IIIIIIIII IIIIIIIII lllllllll�lillll ll1lllll q ' $ IlI8 � _1 - � - - - 1_ t�� i r mv. if fFi N4 Y i OCT 11estaurant Co. 1460 BUFFET WAY EAGA.N, MINNESOTA 551$1 (651) 994-8608 KAR GES 2 C13) 4' (5) SSOCIATES �� Consulting Engineers ,t/echanical At Electrical A �-- - -- -- - ----- -- --- � Design Engineers --- -- — - ---- ---- -- -----, - -------- r ----- I I Mechanical dt Etectncal ; /%/ j Comtructum Management o -- _ -- ---------------_-- --.- L_.-_ / �' 1983 Stm Place, Suite 3 St Paul, Yu'uiesota 55117 651.771.0880 Pas 651.771 0878 ooCeUular 612.599 7268 i / f GENERAL NOTES: -- --- — -� I I / / / CONTRACTOR SHALL VERIFY ALL EXISTING / _ /� CONDITIONS AT SITE PRIOR 10 BID, AND I �f t•) - --I I-----� / / STALL DIRECT ANY WESTIONS TO THE ENGINEER. {� ► 2 2. ALL MECHANICAL EQUIPMENT SHALL REMAIN IN PLACE AND IN OPERATION. --_ --- —_ I / THE CONTRACTOR SHALL APPRISE THE -- - - I j OWNEP, OF ANY EQUIPMENT WHICH IS I / NOT FUNCTIONING PROPERLY PRIOR TO - - - -- - - - --- I // RIO. -- - - - - —� j i. BUFFET do DINING AREA CEILINGS ARE TO REMOVED (REFER TO EXTENT ARCHI- TECTURAL PLANS FOH OF _(A I DEMOLITION WORK) VACONTRACTOR SHAD_ REMOVE ALL SUPPL i' AND RETURN ¢ - I / DIFFUSERS, AND STORE DURING THE DEMOLITION AND CONSTRUCTION PHASES. % ALL. DUCTWORK SHALL BE CAPPED OFF DURING THE DEMOUTION AND CON- STRUCTION PHASES SO AS TO PREVENT DUST AND OTHER PARTICULATES FROM ENTERING SY`,TFA1. 4 ALL RESTAURANT EQUIPMENT THAT IS TO -- --- -- -- - -- _ / / BE RE-USED SHALL BE DISCONNECTED, REMOVED, STORED, AND PROTECTED BY THE GENERAL CONTRACTOR. RE- INSTALLATION AND START-UP OF NEW OR RE-THE SEDOWN E'S EQUIPMENT SHALL BE / BY THE OWNER'S EQUIPMENT SUFPUIJt, --- S.E.S.C. WITH THE EXCEPTION OF --- - / EQUIPMENT REQUIRING REFRIGERATION, / WHICH SHALL BE DISCONNECTED, RE-CONNECTED, AND STARTED UP BY THE CONNECTIONS WILL BEERAL CONTRACTOR. MADE BYTHE - - -- -- -- I / GENERAL CONTRACTOR BAn-- oil _ - Lf- i Nw , -_11y Ly PE DRAWN BY: R C A PROJECT NO.: Ob-KAA / 07-929 _ / / / / �' ,' CHECKED BYr RPC --— ISSUEt DATE: OWN EN REVIEW _ e. JUN. 'os - —�---- - _--- -- - ------ / / / /X/ / BID AND PERMIT 17. JUN. 'OD REIISION: DATt: Pacific Hwy.13500 - BUP2003-00378,A'EC2003-0033E 22 of 32 PROJECT LOCATION: TIGARD, ®R OR304 V SHEET NUMBER / TITLE 7 ME(r'IIANICAL EXL4TING CONDITIONS AND DEMOLITION PLAN D 11 0 2' 4' 8' 16' M-1. 1/4' =1' 0" 0 a MECHANICAL DEMOLITION PLAN T IT � Ill l l I � IIII I l l IIbI IllI�l r l I I T I 04 IMAGE IMAGE IS NOT AS CLEAR AS THIS NOTICE, eNOTICE: IF THE PRINT OR TYPE ON ANY 1ri1l1IIII m IT IS DUE TO THE QUALITY OF THE _ _ Na 36 *'!A+R" RIGINA (l I�lllillll�ll�llillll�ll�lllllll��lllllllll�lll lllll�llllll�ll6 III�II9IIItIIII�II!I lOtill.11111IIIIIII�IISII(I tIIIllll6llltlllll�llltllTllll<Illl tllllUI lll 8IILI�IUBlllI LllI l�ll9lll SI 1f S 6_ �SlllL IllI�ItIIII11 �t�uR lllilll 111 il(N111 n{ ;'n, V. OCB Restaurant Co.. . . : . CITY OF TIGAf�D 1460 BUFFET WAY ... EAGAN, MINNFSOTA 55121 Approved,. I.wy • (65t) U9-k-8608 . . . . . . . . Condliionally Approve ....... ...... ......... .l I� ... .. For only the work as described In: PERMIT NOf See Latter to: 6110W._.. .. _ ... ...... ... .( j. Attach ... . ... .... ... Job Addre,s: 13S¢a �y I - Date:'j� 3 K-I R GES ASSOCTATF, -- ---- - --— --- "—A Consulting Engineers _ n 71 / / —�---- { Mechanical & Electrical Design En inec f•s II, / - �-— - — -r' — - — — — -- _ ,Mechanic & ul F.tectrical Construction Management It 1983 Sloan Plate, Suite 3 St. Paul, Minnesota 55117 oOo / 651,7710880. 000 8 I -- 178 1..1 ;' / Cellular Yar 612 59987 68 }--- - \'- --.,�— — — — — — — — - - --- --HWS - - - — — - --- - _ _ — — — --- --- :JERAL NOTES: f OL O _ `� 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT SITE PRIOR TO BID, AND ` 4 r SHALL DIRECT ANY QUESTIONS TO THE r ■� r ����� /� / ENGINEER. PG 2 REFERENCE ALL EQUIPMENT SHEETS FOR DETAILED INFORMAnON ON EXISTING EOUIPMENT. � M G 3. REFER TO ARCHITECTURAL PLANS FOR el i ABANDON LENGTH OF SANITARY % / / COMPLETE DESCRIPTION OF AREAS AND BETWEEN UNDERFLOOR CAPS. / i j ITEMS TO BE RENOVATED, REMOVED. AND/OR RE-LOCATED. L ; %/ 4. REMOVAL OF EXISTING REFRIGERATION 5 ,/ / LINES (SEE KEYED NOTE 13, BELOW) / MAY REQUIRE COMPLETE NEW UNE F / SETS BACK TO ROOF.-TOP REFRIGERATION �y ' UNIT CONTRAr`Or< SHALL VERIFY RE- / � / IR ,/ / QU EMEN15 PRIOR TO BID. G CAP (TYP. THROUGHOUT) _ i/ i / 3. ALL RESTAURANT EQUIPMENT THAT IS TO BE RE-USED SHALL BE DISCONNECTED, l PFMOVED, STORED, AND PROTECTED BY / I / THr 'FNERAL CONTRACTOR. RE- / INSTALL A Ii AI AND START-UP OF NEW I / OR RE-USED c17:.;-TIENT SHALL BE BY THE O*MIER'S EOUIFu"'!T SUPPLIER, S.EECUI MC. NTN THE INCREFRI{ EGUIPMENT REQUIRING REFRIt;ERATI(iN, WHICH SHALL BE DISCONNECTED, BEVERAGE BUFFET SHALL REMAIN IN PLACE � � � ' / -- I � RE-CONNECTED, AND STARTED IJP BY AND IN OPERATION. NO MECHANICAL WORK / / / IN THIS AREA. �H-Q ./ // /I / / THE GENERAL CONTRACTOR. r1NAL CONNECTIONS WILL BE MADE BY THE GENERAL. CONTRACTOR. ,• _ K-F__YED r,IOTES: C I_/REMOVE EXISTING FLOOR "IrAIN AND ./ EXTEND UNDERGROUND SANITARY --• - - - � __-�� ���� � �� ��`���~ ��� � �I • (LINE TO NEW FLOOR DRAIN LOCATION r GD2 SEE HEFT P-1.1 FOR NEW PIAN. - -1 - - CAP OFF EXISTING SANITARY SEWER LINE, H' - \ / w �" IN BCTH DIRECTIONS, BELOW FLOOR AS SHOWN EXISTING UNDERGROUND REFR:GERATION I I ���► 4 I /� / — 1// F , F / OLINES TO BUFFET LINE SHALL BE RE-USED. CAP OFF DURING DEMOURON PHASE, FOR FUTURE RE-CONNECTION. SEE EQ SHEETS AND P-1.1. -l` \ 1 i 4 RETAIN EXISTING FLOOR DRAIN IN PLACE. SEE SHEET P-1.1 FOR NEW PLAN. i — (5)REMOVE EXISTING FLOOR DRAIN, AND l / / CAP OFF SANITARY BELOW GRADE. (5)EXISTING HOT AND COLD WATER LINES, UNDERGROUND, TO BE CAPPEc OFF I ORBELO 0 BE O REMOVED ENTIOR AND ABANDONED :N PLACE, 4 7 EXISTING COLD WATER LINE TO COFFE BAR Y / oSHALL REMAIN IN PUCE FOR FUTURE USE. / DURINGCTOR CONSTRUCTION ALL PHAS PHASE.PROTECTION �/EXISTING HOT AND COLD WATER LINES SHALL E USE ONTRACTORN`JiALL ENSURES PROTEIN PLACE FOR CTION TION I, DURING CONSTRUC TION PHASE. EXISTING BEVERAGE LINES ABOVE CEILING SHALL REMAIN IN PLACE FOR FUTURE USE. / CONTRACTOR SHALL FNSURE PROTECTION DUP!NG CONSTRUCTION PHASE. p / , v ■r r ■� s B'P/m 1 JOB m 41 M 18358PE / PROJECT NO.: 03-KAA / 03-220 -f- --�--- 9RAWN BY: " C A 1 \ CHECKED BY: R P C ISSUE: — DATE: OWNER REVIEW 6. JUN. '03 BID AND PERMR 17. JUN. '03 (' ---- REVISION: DATE: I Pacific HWv•13500 8UP2003.00378,MEC2003 00331 23 of 32 1 PROJECT LOCATION: TIGARD, OR OR304 U 7 SHEET NUMBER / TITLE PLUMBING EK SMIG CONDITIONS AND DEMOLITION PLAN _ - DP-1*1 PLUMBING DEMOLITION PLAN .W+61IIB011r61- •,:.,..__- _.-•�m:r :•:-.,�_x->w�.6M7:n:e:��s.-.ta::aoarrua:w.srsx+ NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III 1 1 1 III I�jI I A III III I I III III 11T 111 III IIT I I I I 1111 III 111 11! 111 111 111 1 1 111 III III IbI I 1 I III III V�I I I I III 111 1 1 111 111 III I I I I I I I I I VII I A ` IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I I 1 I J— ''1.- uL _I-4�I � 1,�(��i a�� v((JU4 11 IS DUE TO THE QUALITY OF THE N.as �,� V ORIGINAI- DOCUMENT TI,,, toll J111111111111II�11II IIII�11II III luuIIIilulllli iluJllu illllllli W1111 ll illi 111T1�11;u ljjl gljlju 7 � �ll (��L�11�11►N .r f •Y♦ OCB .Restaurant Co. 1460 BUFFET WAY ... ... .. •. EAGAN, MINNESOTA 55121 ' (651) 994-86013 . • . • ••• •• • • • • ••• ( 2 ) t3) J u� C� 2' to h -- -- - - -- — - - - — ` 40.0 IC 0 5 9 9 - -- -- -- ' 3n / GENERAL NOTES: 1 ALL EQUIPMENT NUMBERS SHOWN ON FHIS n' - - _ _ _._ -'-gym! -- -In i i PAGE REFER TO NEW EQUIPMENT SEE 1 1 ` �' -- SHEET EO-1.1. FOR LISTING AND DE- SCRIPTIONSL 2 REFER TO ARCHITECTURAL PLANS FOR TE (- -- E " 1 in i III1 1 (•� 4 00 / / IIEMSCOMPLTO BE RENOVATED. REAIN OF OVFpANO L IIIO - %" AND/OR RE-LCICATED. 1 "' ' " .00 \ / / j/ / 3 BE REE USED SHALL BE DISCONNECTESTAURANT EQUIPMENT THAT IS D, REMOVED, STORED, AND PROTECTED BY THE GENERAL CONTRACTOR. RE- I 4 9.0 d _ j/ / / / / INSTALLATION AND START-UP OF NEW OR RE-USED EQUIPMENT SHAD BE BY THE OWNER'S EOII'PMENT SUPPLIER, S.E.S.C. WITH THE OF EQUIPMENT REQUIRING REFRIGERATION, 40 6 j i WHICH SHALL BE DISCONNECTED, ----- / // / RE-CONNECTED. AND STARTED UP BY -- -- - — 301 ® ; / THE GENERAL CONTRACTOR. FINAL fE4TUlE 4/R / / /� CONNECTIONS WILL BE MADE BY THE ' / GENERAL CONTRACTOR. 304 EL--J-1 EL__El ,,// 24 23 317 - 33 32 29 27 26 r �J I O (30�OJ)--•,-mss � ' / '' / % -- / 23 CB - _ 4 313 --- / _ _ ( —. 00 00� 21 ` to 10 ® O-00 / E3LJFFE T 00 / 10000 �_ �N�dCrE C1IUJTHR 23 313 23 00 1 - -- 4 4 00 �� __..._ __ -- 313 �• j /'' // / ----- — — — —_ - 6 37 15 1S 37) 6 71 7 :1 E 7 E :1 i 1 i' - /38 4 21 p 47 41 - -- -� 46 - �3B00 ---- — _ 43 6 O 4 -- ---}__ --------__ - - -- �\\ - -- 40.0 42 --- �\ O i /ieo i' 18 8P •' EL-E --' - - -- ) PROJECT NO.. a3-•KAA / 03-928 DRAWN BYI R C A CHECKED BY: RPC- -`—'_— ISSUE: DATE: — _ ------ .�— % i'' / OWNER REVIEW 6. JUN. 'W - / 10 AND PERMIT 17. JUN. '03 REVISION: DATE: { s1 d 1 I — j 1 Pacific Hwv.13500 i BUP2003.00376.MEC2003-003:1( 24 of 32 I PROJECT LOCATION: 4 f 'TIGARD ©R OR304 SHEET NUMBER i TITLE ..■■ „■.,.,■■,.� NEW EQUIPMMENT TO BE INSI'ALLED EQ-1,60 0 2 4 8 18' NEW EQUIPMENT FLOOR PLAN ...rf,dtraw.,N::.nbx•..:•,-....,a1:�r.y.en...m*mcaWr•M�WF1tAf7i�HlY�wuu.�WNM�." ..r., w«.,.....+•. w...«aM.... ......_,...-.,w...., ..._. ... ... _ .. ., _... .. .. .. ... .. .. ...n - . ,. "�swwtia�u, . :,:,uw::,,at.,r:�;:;. �:u ;aao:::. ..+� r an,taa,lawlw•Is...,,.. , n,ur.<,M,M...., -._. .. .....,.,.. ,. • r...m, k. rIIrIIIIIIIIIIIIIIIIIII11IIli IIIIIIItiI+IIIIIIIIitlllt ! TIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NOTICE' IFTHE PRINT OR•TYPE ONANY I � III � IIIIII � IIIII � Ijl � r( 4I � III � f � III � Idj1 � 1 I � ISI l � ISI I � lel 1 I ! I ! 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TO PROVIDE ALL HALE ELECTRICAL PLUG CAP DEVICE AS EC - ELECTRICAL CONTRACTOR U N Z W N N MANUFACTURED BY HUBBELL. NO BAKELITE OR PORCELAIN ACCEPTED, lLLTTPLY BY QTY. TO OBTAIN TOTAL TL . _ _ .Q W Q W Z �- I- Q I... 6 E.C. 1.O PROVIDE FLUSH MOUNT RECEPTACLES ONLY CO - rUNSVENIENCE OtM_ET W = Q' O Ld N Z ESC - ELECTRICAL SUPPLY CONDUIT W Z W S 2 = 2 AS RI:OutREn m I Z Q 3 3 U O W I- C7 Q C� O_ O O P.0 TO PROVIDE BALL TYPE SMUT OFF VALVES ONLY JB - JUNCTION BOX 1•' Q W (� ]G f'^' Q I �• Q PI - PLUG IN CONNECTION LiLlD �, W _J J C, Q Q \ O m Q 3 = I V = U = 7- VERIFY WITH LxAI. CODE FOR INDIRECT WASTE TYPE FS - FLOM SINK O 3- ALL WALL AND BUILDING PENETRATIONS, PIPE CHASE, PITCH PAN Z H J J Q W (n 3 F_ W Ld Z-1 INSTALLATMN, ELECTRICAL AND PLUMBING PROVIDED BY APPROPRIATE REOIMMA NT" P.C. TO PROVIDE PER CODE P.0 - PLUMBING CONTRACT13R Z Cl_ Q -•J P- p to W m p m Q LY m Z m TRADES PREMBE - SUPPLY AND INSTALL rz W Z B- ALL ONNEA / BY lItR1ER ITEMS ARE SHOWN ON CRE PLANS r Q J Q Q CL ~ D (Y p O AS REQUIRED - CDPLrDNG V/ ALL W � _j Z O Q �- d H ~ F_ F- 4- EC T13 PROVIDE ALL NECESSARY STARTERS, SWITCH, RELAYS, ETC. FOR CENVENIENCE ONLY. SPECD-IC UNIT REQUIREMENTS MUST t 0 to z Li DESCRIPTION MANUFACTURER MODEL NO. > J 2 3 I- N Z U L/) � � 1n U m N AMN aE VEkt/IED WITH SUPPLIER. AWLICAIILE ctlllEs. BUILDING cOMBtrtDNs, 4 1 LOT I5TMIG BIFF£T 4" DIA DROP IJ 3LV64JAW-- DISPBJJM DCISTMIG 5 3 EA 15TH(. JESC DRDROP ML AM AD PLATE LOLFRATOR LAKESDE 4009 - - - - - -- - - 6 6 EO I57MIG �3E3C DRDROP IM MAPKII DIYE MJ R D9.FR.D AU 4805 - - - -- - - --- 6 1 EA SE5C *K -- -DROP IM ►1AFKIM DIIBIJER DE FEW W 4805 - 8 1 EA SEX 3E5C EC PC RRIOTE FURIG. DROP IJ 2 *EC. COLD PAID RAM)ELL 99285CAM 120V 1PH 1.0 RA JB CAB 1 2" -CAB f TO F5 WTF3lL.00Kyzm3lOm RERFIG PAUUYJ, PC TO MANFOLD AM & RUM TO_FS _ 9 2 EA >EK *:5c EC. PC 110q REFRIG. DROP IM 3 SEC COLD PARI LBJIOJ0IJJ UJrAmw 120V PH 1.0 RA B CAB 1 2^ CAB 1" TO F5 KJTM OCK U/FEHOTE RBRFI(. PA(XALJ;PC TO MMIFC D AW NII RW TO 1-1 9.0 1 EA SE5C SEK K PC FEWM FERKG. DROP IJ 3 SEC COLD PAIL _ RAWELL 99436CAll 120V 1PH 1.0 R.A .B CAB 1 T CAB f TO F5 lJrBLOCK U/RB'10TE TWK- PACXAGT:;PC TO MANFOLD AW & RW TO F>. _ t5 2 FA SEK *E5C E_ PC liWJ.F DROP D LOWER LIMIT IJAT 1 MOD 1OOD 208V PH MSO FLA JB CAB 1 ;r CAB 1/2" TO FS ECISTMJG VERFY YKFICATIOAb 15.0 2 FA SESC SEK K PC 5W.LE DROP IM UARrl3Z TAUT _ LB1 5 _ MOD 1OOTD 208V PH 6.0 R-A JB CAB 1 7' CAB 1/1 TO 18 11 EA ISTMG SE5C EC. PC DROP BJ 4 SEC HOT FOOD L14913Z UJIT LB LS MOO 400TE)M 208V 3PH 14.5 R.A .B CAB I/2" CAB- 1" TO F5 _ EXISTNJG VERFY SPKFICATIOUS 21 2 EA JE5C Y i5c K PC DROP IM 2 SEC HOF FOOD LMIM WIT L8L5 MOD 20OTD 208V PH 1L9 RA B 1 2" CA13 1" TO FS EXISTW- VER" SPKFICATIOkb -� ---- - 23- 5 FA SESr SFAC_ DROP IJ HEATH) RLGTE LOL�ATOR SF$lEY CIS 91307 _ 120V PH 7.7 FLA PI CAB -- _ 24 1 EA :STH _SEK K PC DROP IJ 5 5EC HOT FOOD UAB WIT U13LS MOD 5C&90OTDM 208V 3PH 19.5 FLA _ B CAB 1 2" C 1' TO FS - EXISTING V9?FY SPE-CFICATIOAIS - 25 1 EA BLFFET PC EEVrIW.E COWER - BUFFET C6BMET DIVI5101JQI5TOM I a 8" EC TO UIQ RCCFPT4ClE5 MU FOR ITEM A5 TEYI VERIFY RF.CJUIRE6JT5 U/KFFET5 MAIC 26 4 EA ISTMLG SESC DROP IM CA-= & CUP LOLFJ4ATOR LAKF-50E - 977 - - -- 27 _ 2 EA 15TWG *1C _K_PC COFFEE SHUTTLE BFR" EXISTING P 400 298V WH laO RA F'1 CAB !Zs- CAB EXOTMIG _VERIFY VKFICATIab _ 29 2 EA I5TML VEM)OR K PC SOFT ORMK DISPEUIR CTm3_lU5 ED - 120V PH 25 R-A P CAB - 31/8- CAB 1" TO F5 EXISTMIG VERFY SPECFKATIOIJS 32 2 EA15TWCG SEK FC PC Bl1J: TEA BRI" E)(15TM1G 12L7V PH 14.0 RA Irl CAB 3 8"' CAB EX13TMG VB2FY SPECIFICATIAJS. 34 1 EA ISTW. SFAC: K mLK DISPBJ*a _ - EXI5TMJG 120V WH 1.7 R.A 1/8 PI CAB 1 2" EX,-""✓_. VERIFY :11PKFICATIG1 i - - 36 1 EA BUFFET DESSERT CDWER "P BIFL=ET CABIN' DIVISIOIJ CWTON -- 12- 8" - EC TO J6E RKB"TACL.E5 FOR ITF3U A3 MOT13D VERFY WaJR3•BJT5_1BIFfETS MIG 37 2 FA BUFFET COUMSt TOP COOKIE I-eF_ BUFFET CABMET DIVISIOAJ CLSTQI 38 4 EA J SEK DROP ML DE!i6WT BOLL. L CLERATOR LAKESDF_ _ _ 4000 -- -- 40 1 EA 4 SESC EC. PC R310TE RE9RIG DROP IM 59XLE SEC COLD PAID RAADEL - 9918KA 12OV 1PH 7.1 FLA PL CAB 1 2" CAB 1" TO F5 _ 40.0 2 EA 4 *ESC K PC W10TE REFRW- DROP IJ 561_4 F SEC COLD PAN RAMDB.L _ 99185CA 1V' PA 1 20H 1.0 RPL CAB 1 2" CAB ' TO F5 WTBLOCK U/RB•10TE FIFRK&ATIOM PAO.E . 41 1 EA BUFFET DEMEF:T COUNTER " 2" - BUFFET CABMET DIVI510UJ CWTOM _ EC TO LINE RKB'TACLE5 FOR ITBU A5 WTED VERIFY MOIJIM3JT5 lVDYFETS I1C 42 2 EA ISTIIC, BUFFET K SOFT ICE OEM MACHME EX15TUG 208V TH 25.8 RA PI TL 1 _ EXI5TMIG VmFY YKFICATIOMI 43 1 FA I5TIIG SES- K HOT FUDGE DIY941'. SERVER _ 81140 120V VPH ,!; RA PI CAB E�15TLC VL3RFY Y'ECFICATIOUl -- - _ 44 1 EA ISTIIG BUFFET HOT F1DGF IFFA•EU/_P RAL BUFFET CABMET DIV1510M CWTOFI `--r- - -- - 45 1 Eu 15TH(. SEK SYRUP PLM DISPl3.JM 56LVER 82600 _ 46 1 EA ISTMJO, BUFFET SYRUP PU•P FRAM U/ IP RAL - BUFFET CABMET DIVISION C WTOr1_ - y 47 1 EA EX13TWG BUFFET - KE CRAM COWL-MT DISPBtM U/ IP RAL BUFFET CABMFT DIV15101J CUSTOM --- - - -- 48 1 EA BUFFET ICF C7RFM CORE D13EMI R BUFFET CABMET DIV15ION WI TOM - - 70 1 T=5C. _ SE9C BW PAM RACK EPCO 1-6-C-131 -- 71 1 *ESC 4 SE5C _FC 5MAJ F DOOR RFA IM REFRU ATOR TRAY_%lJ (.10010 120V 110 FLA .44 PI 82- _ AFJ n 5-15 710 1 16TMIG *ESC -K 5W.LE DOOR REACFU-M! RBitIORATOR TRALL_9BJ - (.10010 120V &0 R-A 644 PI 87" EX15TWG VERFY TECFICAT IONS 72 2 I5TMIG W SESC K PROOFMIG CABMET RJE ETC182618PH 120V 1625 RA 1.95 KU PI IB" D(I5TMIG VERFY SPKFICATIOMS 300 3 X-5c J *ESC- K DROP IJ 3 PAW HOTLBL I MOD 300TOM 208V PH 17.9 FLA 3720 JB CAB 1 t TO F5 VERFY COAMECTIAJS 301 2 _S 4 BIIfET5 PC ICE PA)J BUFFET CA09ET DIVI510M CUSTOM _ 1/2" TO 302 1 SFA_ J *FSC PC DROP MJ SING - METAL_ MASTERS _ CDI_12 14 9',./;r2 1 1 2" 1 f 8" 1 17 4" VERIFY C04*CTIO1.15 W PC - ---- - 304 1 _ SE5C j SEK EG PAMIII (IRLL STAR - CL281T 208V PH 260 RL _ PL_ CAB MBIA 30 306 1- -SE5C j *E5C EC. U C 10VI ERATOR RUM L - 9404 32 7 12OV 5.5 RA - PL CAB ABTA 5 15 - - -_- -- _ 307 1 LFFET3 J BLFFET5 CENTER 12-AW DISPLAY - BLFFET CABMET DIV1510M _ MDTEv - 1 2" 8" - EC TO UM RECE'TACLE5 FOR ITEM A HT-VERFY W-0JlO•BJT5 U OLFFET5 MK - 308 1 5E5L j SEK EC PC PROO:ER OVBJ MU VU OF 391 208/3 WOTE JB 14T __.V_!!"_17" L*220, L.2-19.0,L3�-120 FIVE UW_5Y 1 3m 1 XFFET_5 J BUFFETS EC FFATlFE BAR BUFFET CA8MET DIV15101AI ObTOM MOTE - -- I I2" 8" EC TO LITRE RCCEPT CLA FOR ITB15 M 'ED VHRFY REQULWW5 U/8lFFET3 MK - - 311 1 5 J BUFFETS K (.(.LIM=Y BAR BUFFET CABMET DIVISIUM CUSTOM - MOT_ - - 1/2" 8" EC TO LIIRF FECFPTACIF3 FOR ITEM 15 TB) VERIFY MWII®BJT5 U/91:675 *JC 313 28 EA W 5 J K K HEAT L" AT BUFFET COLIITE P5 FW PTOIJ ROW 5 H EC LA 530 120V PH 125 FLA m ASO CFL 314 1 SE5C 4 SEK EC DIY"Y REFRIC&ATOR JERVOLFT FA5TEW OTR 3 R 208V PH ,120 FLA 1 1/2-2 PL CAB 1" tF VERFY LOCATION OF COL7'T�5_M.. & ELECTRICAL CaXECTIOM U/ EC 316 SEK 3EK CORMEF_5 & CAP5 C LbT01 LACATIOM AAD QUANTITY TO EE FEL.D VE RFm.318 1 SE5C SEK K DROP ML 2 PLUM HOTLBL_ RAADB.L 9570 2 208V PH 14.4 FLA 3000 B CAB 1V6RFY COME_-IMb U/ EC320 1 IST MIG *EK EC/PC DROP-D 4 PAM COLDLIiL DEFIRX 99575UJM 120V 1.0 - - JB CAB 1 2' C.AB 1MRI�d_00 U/RB 107E REWK- PACXACE PC TO rIMFOLD AILS & RUM TO FA �CiIfJIc,- P �� r � ?y Q ON h� 19, PROJECT NO.: 03-ICAO / 03-028 DRAWN BY: R C A CHECKED BY: R P C r---- rSUE: DATE: OWNER REVIEW 6. JLRN. '03 BID AND PERYR 17. JUN. '03 REVISION: DATE: - Pacific HwY 13.500 DUIP2003-00376 MEC2003.0033( 25 of 32 -- PROJECT LOCATION: vi 3 TIC3AR[J, OR OR304 SHEET NUMBER / TITLE EQ iNEW EQUIPMENT SCHILDULES .W� NOTICE IF THE PRINTOR TYPE ON ANY tIIIIIII�IIIIII IIIIIIIIIIIII I IIIIIII VIII I IIIIIII IIIITfi lltll�l IIIIIII IIIIIII IIIIIII lilllll lllli I IIIIIII Illil I IIIIIII VIII I (IIIIIII II I I IIIIIII illlil'IIIIIIIII III ,II n , ��1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, __- _ __- -- �_ 4 _ I �J� I---_ 61 _I 1-1 IS DUE TO THE QUALITY OF THE No36 ORIGINAL DOCUMENT 1"f � ���� � I � � � � ss � tL,1 s �i II oI111III IIIIIIIII�III (III IIIItIIII IIIIIIII IIIIIIIII III((III IIIIIIIII III(III�IIIIIIII IIII1111I,IIII"IIIIIIIIIIIII1IIII���IIII IIIIII.I1111111111I IIIIIIIIIIIII�IIIIIIII1111111111111�111�1111111,lull t lillll llillllll lllllll ,,W LTwI 10 I „ ... I Restaurant Co.• . . . 1480 PIJFFET WAY ••• ••• •• •• E.AGAN, MINNESOTA 55121 • • (851) 994-8608 . . . . . . • . . . . . . . . . . . ... . . . . . .. KAR GES 2 4 (5� ASSOCIA TES Consulting Engineers / / Mechanical & Electrical Design. Engineers � Y � I IA � / / / llechan>,I:,�t & flectrtical I — / / / Cmtsbuetwn Management — _ l• • - • - i / / / / ;/ 1983 Slut Place, :;uae { — St Paul, Miwsota 55117 _ — • 651.771.1)880 77 Pas 651.771.088 �� _, �`. c'1 • . — — / Cellular 612.599.7268 T ; / r - ��� v-N L\ • GENERAL NOTE': 1 � � 1 CONTRACTOR SHALL RE-INSTALL • {�} • _ / ALL DIFFUSERS REMOVED DURING THE DEMOLITION PHASE IN NEW COILING GRID, AS SHOWN. 2. SUPPLY AIR DIFPJSERS SHALL BE _ _-_ - - _ — — -- • RE-BALANCED FJR VOLUMES SHOWN. -0- - - Cs> -- IQ KE',./ED NLTE�_ O1 NEW STAINLESS STEEL H00) AND EXHAUST FAN, EF-9. REP-2 TO • -- --- j/ DETAIL 6/MP-1.0. Ers -- / �xw -- - � 1 _ Joe / -0- ¢ / I , _ %� Y 58PE 0 j / - / i L Gj -- - - /' �-- � PROJECT NO.. 03-KM � 03-928 DRAWN BY: R C A i � / / CHECKED B'f: RPC -- / /� / � � // - ISSUE: /� / / / •WNER RMEW _— 6. JUN. SOS BID AND PERYR 17. JUN. '03 REVISION: DATE: Pacific HWV,13500 --- BUP2003.00376,MEC2003.0033f— j 26 of 32 --- - PROJECT LOCATION: TICARD COR OR304 SHEET NUMBER / TITLE CAL M NOVA•iTON PLAN _ M-1.1 0 2' 4' 8' 16' . /4"-1'-0” v MECHANICAL. RENOVATION PLAN -a,•....iH.,.v.,,..,.e;.i.1«..wa•,i.,.....,VHwMIKAYW6WAaMiN'A114ih...c;.-.`+r-,•.*aa�Rk�07pAF::.::.::.:..:..,rv::i1R:,.:.-„-.....-.r...-.......,Yf�1M,151.:r�a.e,.. ..x,�f6ll�.rw.,...:;..-,...,»+w7lAa....,..�.. .u..,..,..,tsw- ,:•.«_ _•a w'-+��n•^:_ ..,,..,e11+�s.n....",.,,..w.wu.«:...,_..trrrmwAnn.,.....,..... ' T IIIIIIIIIIIIIIIIIIIIIIIIIIII111 , 11111111111111IIII"IIIIIIIIIIII111111111111111111111111111111111 NOTICE: IF THE PRINT OR TYPE ON ANY I I�I I III III I I III I I III , III III l I ) I I I I ISI I I I I I I I I I �I I I I f I I III 1 III I I III 1 a�� 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE I 1� _ I 11 IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ No 9° ORIGINAL DOCUMENT f. 8Z 9Z LZ 9Z �Z 6Z E Z I TZ OZ 8t 9t L�T T91111', T1911111 6T ET LT TTI t �8 L 9 9 1C 6 T IIII IIII 111111 III IIII�II!1711111111 IIII IIIIIIIII Illllilll Ilii IIII IIII IIIIIIIII�IIII IIII IIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIII IIII IIII IIII IIIIIIIII lllllllll Illl�llllllllllllll 111 W Ill,,;I1 7 a . I OCB Restaurant . . •. Co. 1460 BUFFET WAY E:AGAN. MINNESOTA 55121 •.• :'. • + � � � (651) 994-860P . . . . . . . . . . . ... . . . . . .. a'I 4: KARGES '1 ( 3 ) 4 �' ASSOCIATES Consulting Engineers - - _ Mechanical Electric Desig�t �'nginectr I \ – – – -- – ---- – – -- – l– – – --.-{ _ rs / _ _ - - Mechanical t Btestrical •�I i / / — -/ — Construction Manayement I 10 f983 Sloan Plage. quite 3 bo St. PM4 Yilmsota 55117 , 651.771.0880 -- -- �— ------------— < I LLL I / / Par 651.7710878 I I I I / Cellular 612.599.726° �_� s + i L /f �— — — -- - - — -- HWS -- - ---- — - - - — - — - ��� — —— _ NOTES: GENERAL_ 1 CONTRACTOR MUST REFERENCE NEW EQUIPMENT PLAN AND SCHEDULE (SHEETS I I EQ-2.0 AND EQ-2.1) FOR DETAILED r , INFORMATION REGARDING EQUIPMENT TO I I BE INSTALLED. ALL HOT PANS AND COLD 2 NEW 3" SANITARY 1 / PANS MUST BE RE-PIPED AS ORIGINAL, PER DETAIL 4/MP-1.0. EQUIPMENT 000 I 1 REQUIRING REFRIGERATION SHALL ADHERE TO DETAIL 1/MP-1.0. OONEW I 1 I 1 I 0 — I 1 KEYED NOTES: I I I OI RUN DRAINMLL UNES FROM ALL NEW, } RELOCATED, OR EXISTING EQUIPMENT LINE TO IEOXISTING FLOOR `4NK, PER DETAIL ( NEW LENGTH OF UNDERGROUND SANITARY / I 1 PVER FY SIIPE ZENELOCATION ECT TO EXISTING ND INVERT G / I I EXISTING PRIOR TO BID. a / 1 10 NEW SINK AT GRILLE AREA REQUIRES / \ 3" t1RAIN I SANITARY WASTE AND ISLAND VENT UNE. 1 CONNECT TO EXISTING, AS SHOWN. \ x I 0 RUN DRAIN/FILL LINES FROM ALL NEW, I RELOCATED, OR EXISTING EQUIPMENT 2 I I 1 / IN BUFFET UNE TO EXISTING FLOOR SINK, PER DETAIL\� >CAT10N MUST I BEVERIFIED TO BE THIS \ 1 !N-ja OF NEW CABINETRY. - CONNECT EXISTING HOT AND COLD WATER / I 1 UNES TO EXISTING, NEW OR RELOCATED EQUIPMENT IN BUFFET LINES, PER DETAIL / 6 I 2.MP--I 1. REFERENCE EQUIPMENT SHEETS 3 I FOR UTILITY REQUIREMENTS `� �� s • �� w w w w w w w w wl / O° EXISTING I/2" HW AND CW UP THROUGH ` O FLG R SINK SHALL BE: ROUTED UNDER- / CO2 FLOOR TO NEW SINK AT CENTER OF -- - �- - ____ DISPLAY OUFFET. D FI. O �., ` I -w ( REFRIGERATION UNES TO/FROM CU-1 O O ❑ I 1 - SHALL DROP DOWN IN WALL, THEN RUN p0 OO CONCEALED iN BUFFET TO SERVE ITEMS I \ 1 F.D. / 40.0 AND 314. INCLUDE EPR VALVES ON \ - -� ♦♦ , COLD PAN TO AVOID OVER-COOLING WHEN DISPLA r CASE IS NOT ACTIVELY --- ♦ / REFRIGERATING. 1 REFRIGERATION LINES TO/FROM EXISTING I \ I 1 ROOFTOP CONDENSING UNIT. INSTALL UNDERGR()UND IN PVC S4FEVE TO - - -- N FLOOR SINK (PER DETAIL, SHEET MP-1.0). SERVE EACH OF REFRIGERATED 11 EQUIPMENT ,TEMS (SEE EQ SHEETS) � �- � \ / 1 '• INCLUDING EPR VALVES TO AVOID / ID D / OVERCOOLING. CONTRACTOP. SHALL % VERIFY THAT EXISTING CONDENSING UNIT 000 I --_ \ .- - % I 1 HAS SUFFICIENT CAPACITY FOR EQUIPMENT / I PRIOR TO CONSTRUCTION. 1 / 0 NEW In" COLD 'WATER UNE DOWN IN WALL TO CONNECT TO NEW PROOFER - - 1 OVEN. CONNECT NEW LINE TO EXISTING / COLD WATER LINE LARGER THAN '114" IN I THIS AREA. VERIFY EXACT LOCATION I -1 ON ROOF I / PRIOR TO BID. o r - 1L 1 1 �j Ssol I N 1/„ CW 3., 1 I Pafi .01 ♦ 18 58PE PROJECT NO.: 03�KAA/ 03-028 - — / __ _ / — 1 ?M E% DRAWN BY•� R C A i CHECKED BY: R P C j ­7 , // -- / i ISSUE: DATE: / OWNER REVIEW_ !. JUN. '03 - 1 017 AND PERMIT 17. JUN. '03 i r / 1 --..-"'.-- - _--_------_ REVISION: DATE:, _ s( (99 / — d 1`8611C HWv.13500 — BUP2003.00376,MEC2003.0033E — 27 of 32 --___ PROJECT LOCATION: 9 TIGAR D, UR d OR304 SHEET NUMBER / TITLE P_LING RENOVATION PLAN P-1.1 1/4_UMB=1'-0" _- PLUMBING RENOVATION PLAN IMAGE IS NOT AS CLEAR AS THIS NOTICE, y, NOTICE: IF THE PRINT OR TYPE ON ANY err Ilr 111 I�I�III III III I�I(III III III ILT rl1 rll rl7 rrr rlt III 1I1 I II�III III III III "III I�I III I I�III 111 1�1 I 1 III 111 III�I II�I�I ISI III I I ISI III III III III III III I I a'1J �OL( �— ---1 I J I� I I 13� i f-4►-- I g I ! I �1_ I ! 1 yL 11 Il IS DUE TO THE QUALITY OF THE _ No.30 q. . ORIGINAL DOCUMENTe� eII II ltollulul�llhlll IIIIIIIII II11-11111111,lllllti ;,,JJIII lullllu. Illlllll III�IIIIL ilulull IIIIlIIII IIII�IIII illilllu illlluullllllllll!I llllllli illlluu illlllui ulilllli iu111111 illllll�!1lIlllll�llll` 1ll1111111illillllllliilllll s 6 I�I►Ii�N11 4 Ir +o C OCB . . :. Restaurant Co.. . . . . . . MAU►71 FAN SCHFDVIE •• 1460 BUFFET WAY EAGAN, MINNESOTA 55121 1:1 •• ••• • (651) 994-8608 MARK AREA SERVED MANUFACTURErUr � SERIES MODEL DRIVE ROOF ROOF CURB STATIC PRESSURE FAN C F M MOTOR OPER CONTROL REMARKS • ' ENING (COOK MODEL) (INCHES WG.) R.P.M. HP. H.P ... ... .. . . . . . . . . . 1 EF-9 DISPLAY AREA GREENHECK CUBE 101-3 BELT 161/"x161/2 GPFV 0.125 _ 099 1,400 1/3 0.25 MANUAL SW1(CH AT DISPLAY 1 2 3 I PROVIDE MOTORIZED DAMPERS IN ROOF CURB OF ALL PRVS. O2 UNITS SHALL BE 115V/1 PHASE. 03 INTERLOCK WITH LIGHT SWITCH BY ELECTRICAL CONTRACTOR. KARGES 1 �^ AIsISO CIA TF, S Consulting Engineers i 249 Mechanical & Electrical Design Engineers D(HAUST FAN mechanical & Electrical 0 23.8 I Carutrw tient management UM U9CMUU 7.4 — --1--- _ -- — 47.8 MARK MANUFACTURER MODEL SERVES CAPACITY REMARKS _ VENTEDft. Sloan Place, Slate 3 . 1,= l� St. Paul, Ymnesota 55117 VENT THROUGH i' ROOF CURB 24.0 651.7710880 DRAINBOARD Fu 651 771.0878 ROOF OR CONNECT Cellula► 612.599.7268 CU-1 ELUOT WILLIAMS AH6M250 DISPLAY REFRIGERATOR, ITEM /314 13,000 BTUH TO OTHER VENTS �v AND COLD PIW�fEal_1►40.0 J -- 'I NEAREST ROOF CURB PARTITION _ VERTICAL _ 14.5 �4 FIXTURE „ PER FOOT ROOF OPENING VENT VERTICAL 2" GRADE \�I FIXTURE. — CLEANOUT I FLOOR DRAIN Tsrs= DUCT CONNEC110N NO FIXTURES UPSTREAM C o c FOOT VENT 1v:" 11* X 11' a D" HORIZONTAL DRAIN 2*' 14.5 A,B AND C ARE Y BRANCH FITTINGS EXHAUST FAN Cr'T / J CLEANOUT AS ---- COUNTER HIGH AS POSSIBL � � /77.9 SINK � �) '-'-RUN VENT I TO PARTITION I P/2" I OR COLUMN 1 I I AS SHOWN I I ON PLANS 1 I I 2' I 11.0 WAIL CLEANOUT I WALL I 2. I 2. FLOOR 11.0 -- — 1 SLOPE VENT 0 1/4 'PER FOOT 29.8 3• SLOPE WASTE UNE 0 PER FOOT 72.0 3 MMD VEONG PLAN VIEW — HOOD P-1. NOT TO SCALE DET607A BOLT ON UNI-STRUT TO SECII HOT OR COLD PANS - MAY FROM SUPPORT STRUCTURE, Ad0'VE BE 1,2,OR 3 AS SHOWN CEILING (BY OTHERS) v CEILING UNI 16 GA. SS DUCE 10.875 X 10.875 \ 84.0 CUT TO LENGTH DUCT WORK EXTENSION BOLTED TO Q 4.0 20.0 ,-HOOD MOUNTED 4- HIGH STAINLESS ' STEEL DUCT COLLAR (BY OTHERS) I / ,*CENTER (S) FOR 1 _ EVEN FILLING 30.0 sew: \ T-4.0 SLOPE TYP. 192.0 USE COPPER STRAPS�— T— k'aGa 16a AND SCREWS TO 5Pt SECURE ALL COPPER / Q PIPING CO WATTS X1009 � )Ht4 BACKFLOW PREVENTER W/UNIONS-LOCATE OVER IDENTIFY DRAIN� I / \ FLOOR SINK 78.0 AND SUPPLY \ 3" PVC SLEEVE / i— VALVES AND ` \ FOR REFRIG. PIPE PROJECT NO.: OS—KM 03-928MOUNT IN UPPER �� ��-�� BY P.C. OPENING DRAWN e1/: R c A OPPOSITE HINGES ` \ N.C. �> c>oogp EVA~`L "*HOT OR COLD WATER CHECKED 9Y: R r c AS REQUIRED PER - --- DOOR •-__ \ EQUIP. SCHEDULE ISSUE__ DATE: ON CABINET / OWNER RE14" e. K1N. '03 HUB DRAIN - AIR GAP TO BID AND PERWT 17. JUN. '03 `--' H -— --- MOUNT HUB DRAIN OR ELEVATION VIEW — HOOD AND DISPLAY -.. ELEC. BOX FLOOR SINK AT 1 1/-' — MOUNT TO __� ABOVE CONCRETE FOR HOOD AND FAN PPOVIDED BY OWNER. CABINET NOT ALL BUFFETS CONSTRUCTION OF HOOD AND EXHAUST FAN FLOUR SINK REVISION: ——_ DATE: PER GREENHECK CORPORATION. CONTACT NOW: KEEP ALL 'IPE 1O BACK OR SIDE OF CABINET SPACE CHUCK KRUEGER, /15..355.2367 -- - — 6� DLSPUY DOUD -- - 2 B> 'F'i' rJu"lu�V EXISTING EQUIPMENT, FOR REFERENCE ONLY. — P-1. NOT TO SCALE _ Pacific Hwy,13500 PUP2003.00376,MEC2003.0033C �'— 28 of 32 -- PROJECT LOCATION: 7 TICARD, OR OR304 St SHEET NUMBER / TITLE m —100 a MECHANICAL RI DETAILS & SCHEDULES NOTICE: IF THE PRINT OR TYPE ON ANYr�. III III III I�I III III 11111�r rlt Til II1 1I1 III III i r 1�1 II1 TII Ilf'III lI I III II III III III III III I I I�I III IJI I I Ili Trl 1�T III III 111 III I I � 4 Ali il �1 111 iIII11Jil iIIIlIII l ill � I ► ► I �b ill �� in� � , W IMAGE IS NOT AS CLEAR AS THIS NOTICE, �1 �I -�--?L— --�-_----.�_.-� 11 IS DUE TO THE QUALITY OF THE _ _ H*" ORIGINAL DOCUMENT 1/t Si St it t 8 9 L 9 9 1 S >, i�.u. II►ill iili�illl Illi iul�lui�iliil�lli�lilllll i illi illiluii ullili�lillilu`�iillll�i wiillIII wi lili iliiii iuiliii luii iii iiii�i�� iiia iui�iiii uuliiii uu iui ilii iiia uiili��� iiu lug �uu)ull,u I u�Iu uii�Nl, SECTION 15000 REQUIREMENTS SECTION 15200_--MECHANICAL INSULATION C. SANITARY DRAINAGE SYSTEM SECTION 15700--- HVAC OCB A. GENERAL A. GENERAL 1. This Contractor shall furnish and Install sanitary A. GENERAL ReQura sewer, drain, waste and vent piping as shown on the ,E a 1 Section 15000. Mechanical Requirements, In Its drawings. i. Sections 15000, 15100, and 15200, in their entirety, entirety, including references to applicable including references to applicable provisions of the Co. nt I. The Bid requirements prodded by Buffet's Inc. and the general conditions and genera( requirements provided provisions of the General Requiremer,ts Is hereby 2. Materials Generul Requirements are hereby adopted and mode in the architectural specifications shod be considered adopted oand made part of this section of the part of this section of the specifications. 4, REFRIGERATION CONTRACTOR 1480 BUFFET WAY an integral part of these speclflcations. The following speclficotlons. aAll underground sanitary sewer and waste piping EAGAN, lQNNESOTA 55121 architectural specifications to refer to are, shall be service weight hub and spigot cast B. SCOPE OF THE WORK (851) 994-880H 00000 - Special Condition B, SCOPE OF THE WORK Iron soil pipe, or, no-hub co-t iron or schedule 40 PVC 01010 - Work Summary soil pipe with compatible fittings. 1. Furnish and install the air handling systens in REFRIGERATION CONTRACTOR '.U PfOVI�E ALL REFRIGERANT PIPING. PIPING 01100 - Schedules and Reports 1. the work Involved in this section of the P specification consists of furnishing a!( labor, b. All above round sanitary sewer and waste accordance with these specifications, acco�panying SHALL CONFORM TO ASTM STANDARD SPECIFICATIUNS FOR COPPER 01200 - Samples and Shop Drawings equipment, accessories and materials and in g y drawings, S ote and Local Codes. 01250 - Testing Laboratory Services piping shall be galvanized scaleless mild steel REFRIGERANT TUBING SERIAL llES[GNATION B--88. ALL PIPING SHALL BE 01300 - Temornry Facilities performing all operations necessary for the pipe, Type 'M' hard temper copper, no-hub 2. This work shalt Include furnishing all labor, C (11400 -- Clean up installation of all insulation for the heating, cast iron soil pipe, OR SCHEDULE 40 PVC with materials and equipment for the proper completion of TYPE L'. Ri FRIGEr'ATION ONTRACTOR SHALL BE RESPUNSID_E 01450 - ❑aerations and Maintenance Dept, cooling, ventilating and exhausting duct systems, compatible Fittings, the following, FOR PROPERLY SIZING LIQUID, SUC11ON AND RISER LINES FOR EACH SYSTEM. 01550 - warranties and Bonds 2. All Insulotlon shall be Installed In a workmanlike SUCTION LINES TU BE SIZED TO GIVE MAXIMUM PRESSURE DROP FROM /T� 01620 - torage & Protection c. Fittings shall have smooth Interior surface, a. HVAC Systems J 'ARGE manner by skilled workmen engaged In this type of without ledges, shoulders or reductions which b. Ductwork, grilles, registers, etc. EVAPORATOR TO FIXTURE OF 2M FOR HIGH AND MEDIUM TEMPERATURE A- 2. In addition, nil work shall comply with Federal, State, work. may obstruct flow. C. Kitchen Hood Ventilation Systems and local codes whether indicated or not. SYSTEMS AND lit DROP FOR LOW TEMPERATIIRF SYSTEMS ALL REFRIGERANT 3. All Insulation shalt be installed on the exterior d. I. Schedule 40 ABS/PVC piping Is approved for d. Supply end make-up air systems of duct (No duct liner) LINES NOT RUN IN PVC OR ENT SHALL BE INSULATED WITH MINIMUM l/2' sanitary sewer. and vent piping except for IH1CK WALL ARMSTRONG ARMAFLEX INSULATION OR APPROVED EQUAL, AS►J�O1�1�11 ��� SECTION 15100 - MATERIAL AND METHODS wastes serving air F water or higher,where cast iron is required, MEETING SPECIFICi%TiUN AND LOCAL AND STATE CODES,C. MATERIALS 3 Absence of reference to incidental parts, equipment 2. Provide a premanufactured exterior grease and services ner_essnr to the cam lete Installation g g p Consuitin Engineers i A. GENERAL PIPING INSTALLATION shall not be taken as a release of the contractors I 1, All Insulations shall hove fire and smoke hazard Intercepter mode of pre-cast concrete from furnishing such parts Including Installation, A. Penetration Sleeves and Plates, rathn gs not exceeding the following unless otherwise with baffles, two manhole and 6' 1 Install piping approximately as shown on the clean out sized per local codes. drawings straight and plumb. Kee specified, 1. Service line penetrations of insulation to accommodate electrical conduit, refrigerant and s s P P P+Pe close to g Mechanical I Electrical wall and partitions. Grade all piping without sagsC. SHEET METAL WDRK - LOW VELOCITY SYSTEMS drain lines, shot( be limited to a minimum with service stubbed through insulation or 3. The soli, waste, drain and vent piping shall be or humps according to service intended. Planum Areas All ❑they Areas locations predetermined by respective divisions. Design Eng-meeTS B. Flame Spread subjected to an air r psi and this 1. Low velocity sheet metal work Includes all ducts 2. Where service lines penetrate insulated walls, the opening shall be pecked with caulkin . UNIONSp Bad ?.5 or less 25 or less 1 pressure test of 5 Smoke Developed 50 or less 150 or less pressure shall remain constant for 15 minu'es serving supply, return and exhaust air systems p P 9 P g Mechcmi:ai & Elechical I. Provide unions at all locations necessary to without addB addition of air. operating at a maximum of 2' W.G, of pressure unless RefriConsj71 hon Mwwgcf%FtU repairs. Locate unions between shut- a, Insulation on alt cola surfaces where vapor otherwise specified elsewhere In this section. B. gerant Piping disconnect For off and equipment, barrier Jackets ore used shall be applied with 4. Horizontol drainage p!ping should ba Installed In 1. Copper tubingfor refri Brant piping shall conform to ASTM Stordard specifications, serial a continuous unbroken vapor seal (hangers on uniform alignment of slopes of no+ less than 1/4 2. All sheet metal shall be of the best grade as DIELECTRIC PIPING CONNECTORS p g monufuctured b Wheelie Ste •I Corporation, American designation -88. All prying conduit it ACR hard copper. Cleaned and sealed soft type �, outside of Insulation Jacket). inch per foot unless otherwise shown on the drawings y g P 'L' tubing, may be used in conduit or in accessible areas only. Forged or •,nought copper 1983 Slam Pl(iCe, Strife 3 or by special permission from the En ineer. All Roller Mills, or equal, tight coat galvanized Fi 9 fitting with sweat or soldered joints shall be used. St. Paul I1sTlr1¢SDta 15117 1 A dielectric union shall be provided at every b. Inserts shall be Installed,ln a manner to piping shall be concealed except in the mechanical guaranteed to double seam without fracture and of 651.771.080 r Junction of two dissimilar metal completely support the duct and not crush the room or where lndlca ted on the drawings. gauge as Follows 2. Tubingshall be Cut only with a tube cutter and sized with a sizingtoo(. j pipe materials for Insulation or damage the vapor barrier. y Pat 651771.0878 the piping systems hereinafter scheduled. g P Ducts up to 12' widest dimension - 26 gouge CeUukir 612.599.7268 5. Full size brass screw plugs must be provided at thea 9 g 3. Piping shall be exposed to view as required by the standard safety code for mechanical 2. Dielectric unions shall be Model 'F' or Model 'E' C. Hangers, Supports, anchors. etc. that are foot of all soil and waste stocks and at all points Ducts 13' tc 24' widest dimension -• 24 gouge refrigeration. - secured directly to cold surfaces must be where necessary to permit the entire drainuge system Ducts 25' ta 42' widest dimension - 22 gauge screwed unions rated psi for pipe sizes to be rotted out. Where soil and waste stocks are Ducts 43' to 60' widest dimension 20 gouge 4. The liquid and suction lines from condensing :oall be sized and ruri as through 2', or Model 'CC'' flanged unions voted at 175 adequately , .ulated and vapor sealed to g units to coil s psi For pipe sizes 2-1/2' and over, all as pi event c en>otion. concealed In the wall construction, furnish and shown on the 'Refrigeration Schedule' and Refrigeration Drawings and based on the job . manufactured by Epco Sales, Inc. All dielectric Install wall access covers. 3. All ducts shall conform to the best practices of site conditions. unions shall be provided with dielectric gaskets All floor cleanouts shall be Smith fobricotlon as recomme -,,led by the SMACNA Standards suitable for continuous operation at +iuid with brushed stainless steel top covers. which apply. 5. For exposed areas, accessible furred Ceiling spaces and In walls or excavated trench 4U degrees F. P 2. with Approval Code type installations, hard copper tubing she([ be used, Exposed tubing shall be run in a temperatures to 2manner to preclude damage b activitles in the area or shall be rotected by conduit, 6. Furnish and install S-rith floor drains as shown 4• Ducts IS' and larger spall have cross-breaking. P 9 P furnished and Installed b others. Conduit shall have water evocuoted and o. Code 1 - Externa( Fiberglass Duct Insulation on the schedules. both ends completely sealed,3. Dielectric unions spin be provided, where required, 1) Johns-Manville, R-6, 1-1/2' thick, I-SK 5. 411 square elbows shall have Titus, Krue-er, P Y in the following piping eget-ms r,!l potable cold, Facing, 1-2' Tab 7. All ventingpiping shalt be streamlined turning vanes. 6. For pipin run in conduit though Inaccessible areas such as under slab on grade, insulated soft hot and recirculating hot water piping systems, oil 2� Owens-Corning, ED 75, 1-1/2' thick, FRK- PP g hydronic water heating and chilled water supply and galvonized scaleless mild steel pipe, or hubless copper tubing shall be used. In lieu of large piping in conduit, es eciall vertical runs, random 25, 1-2' 'ab cost Iron pipe with approved compatible fittings. 6. All brunch takeoff ducts shall be of the pp g 9 PP 9 P return piping systems, 3) Certain-Teed/St. Gobaln, Type IV, 1-1/2' proportional type unless specifically shown lines may be used, Carefully Fabricated and assembled to ensure equal pressure drop. YP Vent piping shall be installed complete with roof D. PIPE SLEEVES thick, FSK, 1-2` Tob openings and fleshingcompatible with roofing otherwise. Volume dampers are required P 9 7. Ends of lines shall be capped to prevent contamination and opened only at time of final materials. on all takeoffs. connection. b. Code II - External Fiberglass Blanket Duct 1. Furnish, Install and maintain during Insulation Plain D. MISCELLANEOUS DRAIN LINES 7. All openings In duct for grilles, registers, etc. B. Suction lines shall be sized for a maximum pressure drop from evaporator to construction, sleeves for all pipes passing thru 1) Johns-Manville Micro-Lite, 1 Ib. density, shall be copped dust-tight with CT metal caps p foundations, walls, partitions, roof slabs, and compressor 2 lbs. (09 kc),) for low temperature systems and shall allow gas velocities of floor slabs with crawl space or lower level below 1-1/2' thick plain 1. This Contractor shall furnish and Install drain during the construction period. not less than 750 FPM 0.8 M/sec.) in horizontal runs and 1500 FNM (97.6 M/sec.) in 2) Owens-Corning ED-t00, 1 Ib. density, lines to all required equipment such as cooling vertical risers. I_„t.+id tines shall be sized For a moximum pressure drop of 3 tbs. 1-1/2' thick plain coils, humidifier, drip, hent exchanger, etc. and 8. Round branch duct connections to rectangular mains (1.36 k ) from receiver to evaporator. 2. Sleeves for vertical piping shall be No. 22 gauge 3) Certain-Teed/St. Goboin 1001, 1 (b. g shall be made with spin-iii-conical take-off with g p galvonized Iron flared and nailed or wired to forms � pipe to nearest hub drain. P� S density, 1-1/2' rick plain Integral volume damper and quadrant operator and 9. Tubingruns shall be graded or pitched to prevent trapping OF oil. Suction lines shall pitch as Job conditions require. Jeeves For horizontal 2. Pipe material shall be Type 'M' co extractor air scoop. Take-off shall he similar to Aper with P• 1!2'/10'-0' minimum. piping shall be black steel pipe, Sleeves In c. Code III - External Rigid Fiberglass hoard compatible fittings. Genflex Series SM-20E. exterior building wells shall be caulked between Insulation sleeve and pipe to provide a waterproof seal. 1) Certoin-Teed/St. Gobaln, 1' thick, 3 lb. 3. Horizontal piping shall be run at a uniform rade 9. All ductwork will be run substantially as shown on density fiberglass board, 1B300 ASJ PP g g the drawings with bends and curves of easy radius, C. Joints and Connections, 3. Unless otherwise noted, sleeves shall be of and minimum pitch to stay within furred cpAlny 9 Y 2> Owens-Corning, 1' thick, 3 lb. density area S. In no Gose shill the Inside radius be less than the 7;u a iciest size to allow far expansion of piping fiberglass board ASJ width of the cut except where duct turns are used. 1. Fittings shall be long radius wrought copper only as manufactured by Mueller Brass with Insulotlon In place. 3) Johns-Manville, 1' think, 3 lb, density 4. All California projects shall Include condensate Changes In size or cross secton shot( be made with Company, E. FLOOR, WALL AND CEILING PLATES fiberglass board 814 AP,J drains from all rooftop HVAC units to tong tapers. The Engineer or HTB Supervisor 2. Vertically run suction lines shall have oil 'P' traps Constructed of two (2) 45 degree ells of. Code 1V - External !'Igld Fiberglass Board Plain Interior floor sink. reserves the right to slightly change the run of- and (1) 90 degree ell, or one (1) piece Mueller 'P' trap, of the some size as the vericol 1) Certoln-Teed St, Gobaln, 3 lb. density certain ducts without extra cost to the Owner if lines, 1. Ali uncovered piping passing thou Flours, wolfs and ceilingsfiberglass board, IB-300 - 450 degrees F. necessary to avoid unforeseen structural or other stishall n fitted with chromium plated plates 2) Owens-Corning, 3 lb, density fiberglass Interferences. J. Reduction in plping coupling.size shall be mode with u manufactured reducer cou 9• set tight against surface, board N"I03 - 450 degrees F, E. DOMESTIC WATER SYSTEM 3) Johns-Manville, 3 lb. density fiberglass 10. Before fabricating any ductwork, the Contractor 4, Flare nuts shall be short forged or frost proof, 2. Openings between sleeves arra uncovered piping where board 814 - 350 degrees F. shall take ar:curute measurements on the ,Job to not practical to fit with metal plates shall ue 1. This Contractor she(( furnish and Install cold and Insure proper clearances. 5. All surfaces to be joined must he prepared and cleaned, When soldering stop Or caulked with a suitable mastic compound so as to e. Code V - Block Insulotlon - Kitchen Hood Duct hot domestic water piping to all plumbing fixtures solenoid valves, wrap valves with moist fabric to absorb exces5lve heat. Stop valves produce a neat appearance. or pieces of equipment shown on the mechanical I) Hydrous Calcium Sulcate Block 11. Duct sizes indt ated on the drawings are Inside shall be portly open, When soldering expansion valves or pressure regulating valves, 3. Provide plates for all uncovered piping exposed In o) Johns-Manville Thermo-12 - 1500 drawings. dimensions. remove power assembley, if necessary, to prevent damage by excessive hent. sink cabinets and other millwork items. degrees F. 2. Materiels 12. Where ducts run through bar joist or other ceiling6. Copper joints shall be mode with Handy & Harmon 'Si(-Fos' brazingaltoy 'Phoson 15' b) Owens-Corning Kayla-!0 1200 g or equal, melting point of 1185-1350 degrees f; (640 degrees C 732 C) silver content not I' . BRACKETS BRACES AND SUPPORTS degrees F. spaces and structural, mechanical in electrical q g p g g , o. All piping Inside building above ground shall interference i., encountered, maintain same cross-- IP55 than 15%. C) Pabco Caitemp - 1200 degrees F. be Type 'M' Mueller Streamline, or equol, hard sectional area as Indicated on the plans with o 2) Fiberglass cr Mineral Fiber-Board temper copper, Use solder as pipe manufacturer maximum of 5 to 1 aspect ratio. 7. Coppper to brass Joints shall be made with Handy & Harmon 'Easy Flo 45' brazing alloy 1. Furnish and Install brackets, braces or reinforcing o) 48 ETR - 8 Ib. mineral fiber-board - 'Sllvalo 45', 'Mueller 122' or equal! melting point of 1125-1145 degrees F, angles and plates as required to support plumbing recommends. 1000 deorees F. 13. Flex duct on branch ends shoo qe connected with Zip Ties (607 degrees - 616 degrees C) silver content not less than 45%. F and other plumbing, heating and ventilating n equipment. Provide Inserts, shields, or thrubolts b. Piping Inside building below ground shall be D. Hangers and Supports of proper design and number for securing this work Type 'L' soft copper. Install all piping to to the structure. SECTION 16300 - FIRE PROTECTION SYSTEM buffets 1n 4' PVC sleeves to permit future servicing. No joints belo.+ ground permitted. D. ACCESS PANELS 1. For all piping not run In conduit, provide adjustable hanggers, anchors or straps as 2. Structural steel stands, platforms, etc. shall be A. GENERAL required. Hanger spacing shall not exceed 8' - 0' (2400mm)• provided by Contractor requiring -the some, 3. Disinfecting 1. Provide access panels at all hood exhaust ducts reheat G. INSERTS, HANGERS AND SUPPORTS 1• Sect on 15000, in Its entirety, including a. The pipe system shall be flushed with clean, coils, fire dampers, motorized volume dampers, control 2. Insulated copper piping shall be provided with approved type sleeves at hanger points. references to applicable provisions of the equipment or other equipment requiring maintenance to permit General Requirements are hereby made a potable water until no dirty water appears at y inspection and maintenance. Panels shall be 3 Vertical piping shall be supported u+ intervals with spring type hangers or a substantiol Furnish a Bas 1 nd Ir, t Il hangers r all points of outlet, located on bottom or sides of duct such that pipe at Case of the pike. All horizontal pipe runs Connected to vertical risers must be a s a a g_ s supper Ing piping from port of this section of the specifications. p the building structure to maintain required grade adequately supported. maintenance can be performed. Panels shall be set and pitch of piping, prevent vibration and to b. The system or part thereof shall be filled with In rigid frame with closed-cetl soft gasket, double 2. Work under this section of the specifications shall g 4, For suspended conduit, sup ort shall be by means of he er permitting screw provide for expansion and controc-tion, furnishing o water chlorine solution containing of least wall insulated and complete with two latches for p hp include necesall labor, materials and 50 parts per million of chlorine and the system adjustments. Sufficient angers shall be used t0 provl a support, allow expansion and Y doors u to 18' X 18' and four latches for larger limit vibration. equipment necessary to relocate ht ads as required or part thereof shall be valved off and allowed p g 2. Hangers shall be Installed at changes in direction by the renovation in accordance with NFPA Std. No. doors. g 9 to stand Fir 24 hours. E. Piping Insulation of piping, at concentration of Fittings, where 13, Insurance Services Office of this state, and required for support of valves and equipment and at a ul local City requirements, Material shall Include all 4 P C. The system or part thereof shall be filled with E. FIRE DAMPERS 9 spacing not to exceed the Followin r pipe, fittings, sprinklers, valves, controls, 1. Refrigeration suction lines outside of refrigerated compartments, not run In conduit, a water, chlorine solution containing at least shall be insulated back to compressors with Armstrong Armaflex AP foamed plastic •rental Items dampers were alarms, Dangers and any other suppler200 parts per million of chlorine and allowed 1. Furnish and Install curtain-type fire h Pipe Size Rod Size Max. Spacing necessary to complete the system In accordance wltninsulation or as determined by code. Thickness or material shall suit service, ambient to stand for 3 hours. Indicated on the drawings. Dampers shall be solid , these specifications, and humidity conditions, to prevent condensation, minimum thickness 1/2' (15mm). All pipe up to 2' 3/8' (0'0' steel, curtain-type, corrosion-resistant, galvanized d. Following the allowed standing time, the system steel blades. In open position, blades shall stack 2-1/2' to 3-1/2' 1/2' 1010' 3. Fire Protection Contractor shall assume full 2. Cold storage room freezer drain lines extended through Armstrong cooler compartments shall be flushed with clean potable water until compactly for minimal air resistance end be held in 4' and 5' 5/8' 1010' responsibility for system layout and details to meet shall be insulated with i/2' (15mm) minimum thickness of Arms tong Armaflex AP requirements of the aforementioned o orilzatlons and no chlorine remains In the water coming from place by a fusible link rated o t 160 degrees F. 1 61 y P Cold storage room freezer Jraln lines extended through adjacent cooler compartments 3/4` 14'0' 9 the system. Dam ens shall bear UL label, meet NEPA requirements, shalt be insulated with 1/2 (15mm) minimum thickness of Armstrong ArmaFlex AP standards, Prior to Installation, working drawings and be approved by local codes, Dampers shall be so g 3, Three or more pipes running parallel and in the same shall be approved by the organizations stated above, 3. Thickness of material shall shit service, ambient and humidity conditions to prevent P P 9 P 4. Tests Installed as to stay In place at the protected plane shall be supported on trapeze hangers made up and two copies of approved drawings shall be opening, even though the duct may become disrupted Condensation. with two hangers and a Alpe cross-member with capped submitted to Buffet's Inc, a. The following test shall be made by this durinq a fire, by the use of a steel sleeve and ends. Vertical piping shall be supported at Its 4. This contractor ;hall be responsible for visiting the Contractor at his own expense and shall be mode perimeter angles on both sides of the opening. 4. Joints shall be sealed with Armstrong 520 adhesive, Insulation shall be cOntinu0uis base by a hanger placed In the horizontal line near In the presence of the Local or State Inspector Dampers shall not be supported by ductwork. The through clarps. Provide additional Insulation where Suction lines must be run within the riser or b a base Fi+tin set on the edestal site, verifying conditions which may affect his 12' or less of water or underground waste lines, All refri eration piping run inside y g p work, and for coordinating his work with other having jurisdiction. The water supply system connecting ducts shall not be continuous, but shall g or concrete base. g shall be tested under a hydrostatic pressure of be terminated at the fire damper sleeves. fixture to be fCR rapper and ran in a neat and workmanship monnorp J trades, 100 psi and shall be absolutely tight, No Connection between fire damper sleeves and ducts n. Hangers and attachments shall be as man,-ifoctured by piping shall be backfilled or otherwise sholl be by 'S' type or other approved slip Joints. F. Temperature Control Grinnell Co., or approved equal. Wire or strap Iron B. ARCHITECTURAL REQUIREMENTS concealed until satisfactory test has been made Sleeve gauge may not be less than listed For duct hangers will not be permitted. as above, gouges in the SMACNA fire damper guide. 1• Temperature control of cold storage rot is shall be by line voltage thermostats 1. All sprinkler heods Installed In lay-in ceiling must operating liquid line solenoids, 5. Hangers for insulated piping shall be of sufficient have sprinkIcr heads centered within 1/2' from center 5. Shock Absorbers "01' 2.Temperature control for remote normal termperature refrigerator shall be by low sze o perm) passage of insulation and protection of the unless otherwise Indicated on plans. The saddles specified oelow• Furnish and Install No, Contractor shall assume that the acoustical tile a. Furnish and Install Watts Regulator, or equal, F. CLEANING pressure Switch setting. 11 186 saddles at hanger points on ferrous piping ceiling layouts on the Architecture[ No, 15 Water Hammer Arrester where shown on the Insulated 3' and larger. All ferrous piping shall plans are correct and that It Is the responsibility of the drawings and as required to absorb all water 1. As -the system of ductwork supplying air to the 3.Temperature In each cold storage room comportment shall be controlled by electric be provided with No. 16 gauge galvanized Iron Sprinkler Contractor to locate all heads within a 1/2' hammer, Including one at the branch extremities building Is put Into service In whole or in part, thermostat, located within compartment and sensing element positioned to avoid fan (;INS sleeves 12' long and extending completely around diameter circle of the center of the ceiling -tile as for any hot and cold water branch serving a extreme precautions are to be taken to prevent dust- discharge air stream. 7 �� r covering. per this plan, Sprinkler drawings submitted for group of fixtures and near an 18358P P p g y quick closing laden air from being discharged Into areas served. \ � N, VALVES approval rust Indicate acoustical the and telling valves. Thoroughly vacuum clean each section before turning layouts to verify that this requirement is being It over to service. Thoroughly hose down, trop and . met, vacuum clean plenum rooms Ind fan rooms before �i t 1 Furnish and Install required valves for proper flow starting up fan systems. \�, ob/ r repair of each piece of equipment, and each main and � control, Isolation for inspection, maintenance and l SECTION 15400 PLUMBING G. HEATING AND VENTILATION UNITS \. 19 _ l branch service line. All valves of one type shall - --- - F, FUEL GAS PIPING r' be of one manufacturer and with name or trademark of A. GENERAL 1. Furnish and ln-,ta(I, Irene If mono octurer cast or stamped on body of valve, L Furnish and Install a complete natural gas piping gas /electric cooling units, r 11 Sections 15000, 15100, and 15200, in their entirety,. system from the gas meter to all equipment shown on 2. All valves shall be designed for not less than 125 the drawings or described herein. Include oil 2. These units shall have capacity and size as P g P y P y Including references to applicable adopteprovisiod a of the service connection costs in bid proposal, scheduled on the drawings. PROJECT NO.: os ttAA/ 03-928 sl SWP, 200 sl WOG, except where heavier weight General Requirements are hereby adopted and made I valves are Indicated or specified. Valves shall be port of this section of the specifications, - screwed or solder end, some as adjacent piping, a, Gas piping above ground Inside the building 3, Furnish unit complete with filters, heating/cooling/fan DRAWN BY' R C A except that flanged ands with asbestos gaskets shall shall be standard weight block steel pipe with thermostats with seven-any programmable night eNEc'<ED err R P C be provided for sizes indicated. black malleable fittings on 2' and smaller setback for temperature and fresh air and exhaust - '- largg, and welded fittings on s 12'pips and Fan control, with remote sensors for each system.. 3. All gate, angle, and globe valves shall be of the B, SCOPE CIF THE WORK larger piping. All concealed gas piping shall ISSUE: DATFi rising stem type with sillcone bronze stem, be welded. 4• All units shall be furnished with enthalpy controlled OWNER REVIEW S. JUN. '03 malleable iron hand wheel, gland follower, end 1. This work shall Include furnishing and Installing economizers, low ambient operas on tlmeguard for compressor head, graphited asbestos stem packing. Angle and globe b. AI( gas piping shall be Installed In accordance and head pressure controller as Indicated on equipment schedule, ND AND PERYn r�. JUN. '03 valves shall be used only for, throttling service or complete plumbing systems In accordance with these with the rules and regulations of the U.L. and - where sp. _ y specifications, accompanying drawings, State nggd 5, The Mecl-anlcol Contractor shall use factory start-up procedures• �c-ificall tolled for. Local Codes. This work shall Include furnishing all A.G.A. __ 4• Gote valves shall hove single wedge disc; 3' and labor, materials and equipment necessary for the 2. Testing - The gas piping system shall be tested aproper instal atlon of the followingi smller shall be bronze alloy body, rising stem, under on air pressure test of 100 psi for a period screwed bonnet) 3-1/2' and larger shall be cost Iron of 30 minutes and be absolutely tight. H. EXHAUST FANS REVISION: DATE: body with bronze trim, flanged ends, OS & Y, and of a. Waste and Vent Piping and Equipment type listed below. b. Domestic Water Piping and Equipment 3. Locate all exposed gas piping so that It will not be 1. Install owner u lied Greenheck exhor,st fans os scheduled c. Plumbing Fixtures and Equipment Connections s PP da - d. Special Drain Piping-Condensote drains to HVAC units, subject to amge by vehicles, occupants, etc. The on the drawings. Interlock •'Ith fresh air damper and blower fans - - Globe and angle valves shall have semiplug type e. Gas Piping gas main shall be installed In a sleeve ventilated on HVAC units and Supply Fons where indicated. swivel replaceable brass discl 2' and smaller shall to the outside at Its highest point. -- hove bronze alloy body; 2-1/2' and forger shall be 2. Absence of reference to Incidental ports, equipment 4. Furnish and install (ever handle oas cocks at the I. APPROVALS cost Iron body, rising stem, with bronze trim and and services necessary to the complete Installation flanged ends, shall not be taken as o release of the Contractor . entrance Into the building and at oft pieces of - -` from furnishing such parts Including Installation, equipment with unions and dirt leg. 1. A(( items specified on Schedules are required. --- -- 6. Horizontal check valves shot) be swing type with Approval for substitutions must be In writting from Buffet's Inc. renewable composition disc. Check valves In Pacific Hwy. 13500 vertical lines shall be of the some, but J. GENERAL DUCT INSTALLATI❑N BUP2003-00376 MEC7003-0033e specifically designed for this- purpose. Valves 2' 29 o1 3 I. Adhere to drawings as closely as possible When required .' and smaller shall be bronze alloy body) 2-1/2' and , -- larger shall be Iron body, bronze trim and with Contractor may very run and shote of ducts and make 4 flanged ends, g offsets during progress of work, to meet structural, PROJECT LOCATION: electrical, or other Interference. 97 Boll valves ore approved and recommended for all { r ryry W domestic water and hooting water applications, Ball TICAR `�� VR W valves used shall be of good quality and shall be 2. Install duct work in adherence to ceiling height schedules. '� � full port In all opplicatlons. Consult with other trades, 1n conjunction with them OR304 S establish necessary space requirements for each trade, c; to maintain required clearances. S SHEET NUMBER / TITLE 3. Openings through stucture required for duct work shall U8 be this contractor's resposlbllity, except where otherwise �- n Indicated. Thl� Includes providing curbs and all flashing extensions. Provide shop drawings locating openings, In time M P to meet construction schedule and obtain approval. 11 MECHANICAL SPECIFICATIONS ,._ _ .,_ _ _ _ ..:..w . NOTICE: IF THE PRINT ORTYPE ONANY III III 111 III III II1 Ili 1 1 ll1 11! til 1 i til Ili III !If 111 1111111111 iII 1 I 1111111f111111111111111111111f I til Ili Ili I I Ilfill( til1 filliIII(I I I til til IIIIII1 III III III i I +�) Vii '+_'Ll IMAGE IS NOT AS CLEAR AS THIS NOTICE, �__�I__I__i_1______I�I �_I_I_� 4� I I I 6 .!__._. �I I �� _ I- -I��J__ ��� I 11 I41� I) (1 y IT IS DUE TU THE (�UAI_I1 Y OF THE N„�e �,�,�;. - �J ORiC,INAI_DOCUME=NT II I1II I - f [I,►► ►il► ►II(iIt'll►�illllllllfli►►liil III IIiIIIIIiI►II iI(��Ilillil III►I►iII�►off►1►illlililll���lll IIIA�I�i►I(I�Ellf►(I�►I1111(�II�i�I�lil III�I IIIA�I1�I��IT���III 11!,111_111_1111�1�lllIIIliIIII��I��T�1111lll Lll�ll��lll����11111111L1LilallullLlllt J t__I OCB Restaurant Co. 1460 BUFFET WAY E;AGAN, b"NESOTA 55121 (651) 994-8608 I i I i 4RUES ASSOCIATES , � ` ---- � -- - - --- _- - Consulting Engineers -.-- 7__ / / Mechanical & Electrical i / Design F,ngineers - � � --f--- Mechanical it Electrical Constructwn Managment / 1983 Slmn Plate, Suite 3 St. Paul, Mmnesata 55117 000® - _ I 651.771 0980 O00 _— I / --- Par 651.7,71.0878 J O / ' , CeUula► 612.599.7268 i _ _ w �. .�..aaa a aaa a a a �Ir= r • an., w a Z -' _ t / / CONDITIONS AT SITE PRIOR TO B Jw 1. CONTRACTOR SHALL VERIFY ALL EXISTING ID, AND SHALL DIRECT ANY QUESTIONS TO THE ENGINEER. / 1 I 2. REFERENCE ALL EQUIPMENT SHEETS FOR DETAILED INFORMATION ON EXISTING EOUIPMENT. ® _ — 1�\ 1 / / /' 3 REFER TO ARCHITECTURAL PLANS FOR 1 �ABANOON LENGTH OF SANITARY / COMPLETE DESCRIPTION OF AREAS AND BETWEEN UNDERFLOOR CAPS /I ITEMS TO BE RENOVATED, REMOVED, AND/OR RE-LOCATED. - — — 1 4 REMOVAL OF EXISTING REFRIGERATION DOWI / LINES (SEE KEYED NOTE /3, BELOW)/' "F MAY REQUIRE COMPLETE NEW UNE SETS BACK TO ROOF-TOP REFRIGERATION UNIT CONTRACTOR SHALL VERIFY RE- QUIREMENTS PRIOR TO BID. I CAP tip. T►NtOUmb j /I / / :' S ALL RESTAURANT EOUIPMENT THAT iS TO / BE RE-USED SHALL BE DISCONNECTED, 1 / REMOVED, STORED, AND PROTECTED BY / / I THE GENERAL CONTRACTOR, RE- -7 % INSTALLATION AND START-UP OF NEW / t►i ` i OR RE-USED EQUIPMENT SHALL BE BY THE (iWNFR'S EOUIPMENT SUPPLIER, S.E.S.C. WITH THE EXCEPT OF EOUIPMENT REOUIRING RURIGER.%TION, BEVERAGE BUFFET SHALL REMAIN IN PLACE i / 01I WHICH SHALL 3E DISCONNECTED, / AND IN OPFRA110N. NO MECHANICAL WORK RF-CONNECTED, AND STARTED UP BY ,%' THE GENERAL CONTRACTOR. FINAL IN THIS AREA. / " I ,/ CONNECTIONS WILL BE MADE BY THE GENERAL CONTRACTOR. - KE 'ED NOTES: C)RFMOVE EXISTING FLOOR DRAIN AND LXFEND JNDFRGROUND SANITARY lma w a�laawwaaw >�aw • waaww a '.t�aa wl a a w�eaw'v� 1 awlwOQ I uJE TO NEW FLOOR DRAIN LOCATION. l / / , i/ / C � 'SEE SHEET P--1.1 FOR NEW POW. B 6 - �J CAP OFF EXISTING SANITARY SEV►rR UNE, �L_ \ ---' /i _ w IN BOTH DIRECTIONS, BELOW FTOOR AS 0000 I :+OWN. o _ r ��EXI;TING UNDERGROUND REFRIGEFA PION UNES TO BUFFET LINE SHALL BE 00 4 / �( j� RE-USED. CAP OFF DURING DITMOLIllON PHASE, FOR FUTURE RE-CONNECIION. SFS EO SHEET; AND P-1.1. O RETAIN EXISTING FLOOR DRAIN IN PLACE. SEE SHEET P-1.1 FOR NEW PLAN. --- 1 - (5)REMOVE EXISTING FLOOR DRAIN, AND CAP OFF SANITARY BELOW GRADE. / 6>r XISTIN G HOT AND COLD WATER LINES, f UNDERGROUND, TO BE CAPPED OFF ' ,/ / / / / BELOW FLOOR AND ABANDONED IN PLACE, OR, TO BE REMOVED ENTIRELY. ! �! 4 '� /i /� ' / C�EXISTING COLD WATER LINE TO COFFE BAR HALL REMAIN IN PLACE FOR FUTURE USE. w 1H / / /` CONTRACTOR SHALL ENSURE PPOTECTION DURING CONSTRUCTION PHASE. Oxis- NHOT AND COLD WRLINES ELIN OR FUTURE USE CONTRACTOR SHALL 04SURE PROTECTION 1 % DURING CONSTRUCTION PHASE. (j)EXISTING BEVERAGE LINES ABOVE CEILING SHALL REMAIN IN PLACE FOR FUTURE USE. CONTRACTOR SHALL ENSURE PROTECTCNi \• �! % j / /� a 1 / DURING CONSTRUCTION PHASE. S" .aw is �- 4 �ia a a aa�Gao/ ylwrl 1 / // / rr \ LIZ 1� / i'' ram 7, M441 a Qo / t* PROJECT NO.: OS-KAA / 03-920 __ .�7L _-f - - .. DRAWN HYt R C A CHECKED 9Y; R P C i. -__. ---- / i /. i / • ` / / /.' ISSUE: _ _ DATEt /I / ,� \F --�7�/� - --� � / OWNER REVIEW !. JUN. '03 910 AND PERMIT 17. JUNE 03 REVISION: DATE: 1 OWNER REVIEW le. JULY, '03 I I — — Pacific Hwv.13500 BUP2003-00378,MEC2003.0033F Py _ 30 or 32 OFFICE CO _ ------- PROJECT LOCATION: L-2o a U) a CITY Of TIGARD TIG ARD C)R -! a Approved . ......................t �� C�R304 Conditionally Approved F For Ony thew k we deecrlbad.n P'L 11lNo. __Z 7? - SHEET NUMBER / TITLE (L- U Sne Letter to: PLUMBING EXIMIG CONDITIONS AND DEMOI_,ITTON PIAN P,.� ....jg. ' DP- 1*1 D2' 4' 8' , F'-1. t/a„=1'-D” lav, _s.� Delo Y�.Lt>� PLUMBING DEMOLITION PLAN NOTICE: IF THE PRINT OR TYPE ON ANY tII lit III+I I III III III I t III III III'i I III III'111r1(i I(1 Ilii III '1 t III til III I 1111 Irl 111 ! I III III III ! I III til III 11111iI11'Ill I I Ili Ili III !IIIIII I(I Ili I I �r� �,UL� IMAGE IS NOT AS CI.EAR AS THIS NOTICE, I—` l I I I 1 �I I 14 I I� I I �i I I I I I I-.�1 !`I-� 11� I ��J - I DUE TO THE QUALITY OF THE _11 _ No� ORIGINAL DOCUMENT $ t ®L I b!l II Ili II S4 Ti ~ L21 TNI IINIIIN IIIIINI IIIIIIIN IIIIIINI�IIII1IIII IIII�Nlllllll�llli NIulNllilll�llll NII�IIN INIIiNllllil�llll fllll Ilillil!lilllllllill�il�llli IIII�IIII IIII�UiI ttlililll IGl�lll IIl II(Illflllllt�WlJ1W !1llUll11111J�llll I�i�1111 l G 1 1' 1 1 O GSL restaurant Co. 1460 BUFFET WAY EAGAN, MINNESOTA 55121 (651) 994--8608 _ KARGFS 1) 23 & SS0C.IA TE Consulting Engineers Mechanical & Electrical -' � --�`--- Design Engineers —�-- - Mechanical I Electrical % _ / -- Construction Management 001 / / ;983 Sloan Place, Suite 3 00 I � ! > — I I /` 3t. Paul, Yuutesota 55117 L I I___J , 651 7710880 / Far 651.771 0878 _ \�✓ Cellular 612.599.7268 1 i 3..F I �. a, ' 17 _ - - - - _ - - - - _ ----- -- ----HWS - -- --- - __ - - - - - - —_ S m m m up, go IIIIIIIII rr m IIIIIIIIIm pw�immi mm `win i. CONTRACTOR MUS r REFERENCE NEW V on EQUIPMFNT.PLAN AND SCHEDULE (SHEET E0-2.0 AND EQ-2.1) FOR DETAILED NFORMATION REGARDING EQUIPMENT TO BE IPANS MUUST 9E RE.-PIPED 4S ORIGINAL,ALL HOT PANS AND 1 - NEW 3" SANITARY I l 00 / PER DETAIL 4/MP-1.0. EQUIPMENT 0 r' ' / I' REQUIRING REFRIGERATION SHALL ADHFRE TO DETAIL 1/MP-1.0. 00 - NEW FL" I / KEYED- NOTES: 1 RUN DRAINMU_ LINES FROM ALL NEW, RELIf ' N BUCFFET UNE TO EXISTINEXISTING GUFLOOR TSINK. _ I _ PER DETAIL 2/MP-1.0. ONEW LENGTH OF UNDERGROUND SANITARY PIPE. CONNECT TO EXISTING AS SHOWN. VERIFY SIZE, LOCATION, AND INVE[T OF EXISTING PRIOR TO BID. O NEW SINK AT GRILLE AREA REQUIRES SANITARY WASTE AND ISLAND VENT LINE. CONNECT TO EXISTING, AS SHOWN. / DRUN DRAIN/FILL LINES FROM ALL NEW, RELOCATED, OR EXISTING !_QUIPMENT IN BUFFET UNE TO EXISTING FLOOR SINK, PER DETAIL 2/MP-1.0. NOTE THAT THUS I / SINK I , LOCATION MUST BE VERIFIED TO BE ON ` 1PlME OF NEW CABINETRY. / I O OT AND COLD WATER LINESETO EXISTING,HEW, OR RELOCATED h N 2 NEW / EQUIPMENT IN BUFFET LINES, PER DETAIL SANITARY / 1 2.MP-1.1. REFERENCE EQUIPMENT SHEETS FOR UTILITY REQUIREMENTS. UEXISTING 'n" HW AND CW UP THROUGH FLOOR FLOOR SINK SHALL BE ROUTED UNDER- O =\Ikw _ • �I v R>V FLOOR TO NEW SINK AT CENTER OF U DISPLAY BUFFET. 02 O 1 REFRIGERATION LINES TO/FROM CU-1 SHALL DROP DOWN IN WAU_ THEN RUN O 4' Y r�ILJ 3 FI. \ - CONCEALED IN BUFFET TO SERVE ITEMS I �p r _ _ 40.0 AND 314. INCLUDE EPR VALVES ON DOn 0ILI 0000 , COLD PAN TO AVOID OVER--COOUNG WHEN DISPLAY CASE IS NOT ACTIVELY F ( REFRIGERATING. �--- ' 00 I \ 00 , O REFRIGERATION UNES TO/FROM EXISTING 00 , ROOFTOP CONDENSING UNIT. INSTALL 00 f UNDERGROUND IN PVC SLEEVE TO NEW FLOOR SINK (PER DFT4JL, .`�4EET MP-1.0). SERVE EACH OF REFRIGERATED EQUIPM[N\ / INCLUDING TEPRMVALVES 0 AVOID S (SEE EQ ) \ OVERCOOLING. CONTRACTOR SHALL VERIFY THAT EXISTING CC4lDENSING UNFf i HAS SUFFICIENT CAPACITY FOR EQUIPMENT DI \�❑ S�ItL / / I / PRIOR TO CONSTRUCTION. • /I O9 NEW 1R" COLD WATER LINE DOWN IN i WALL TO CONNECT TO NEW PROOFER OVEN. CONNECT NEW LINE TO EXISTING COLD WATER UNE LARGER THAN 3/4" IN �' j \ ♦ - - THIS AREA. VERIFY EXACT LOCATION # 0 ill-1�R / A I 10 NEW '/2" HW h CW UNES DOWN IN _ I z U / WALL TO CONNECT TO S.S. SINK. r - 2 NEW 3" SMUT / I , �� CONNECT NEW UNES TO EXISTING A �- ---�A I ' 'WATER UNE LARGER THAN 3/4" IN THIS AREA. VERIFY EXACT LOCATION PRII TO BID.WAS VENT, MICT NEW SAS RY lip 1 I I � • 1 1/Y" W - > n pp GIN - f NPE'9 1 rw / 107//" 1, N m 3' SANITARY, 114" ■■ / , , 1 1 PROJECT NO.: 0.fi�KAA � 03-928 t` DRAWN BY: RCA CHECKED BY: R P C _ ISSUE_ DATE: OWNER RENEW e. JUN. 103 BID kND PERMIT 17. JUN. '03 REVISION: DATE: 1 OWNER REYR W 19. JULY, '03 Pacific HYA 13500 BUP2003.00376,NIEC2003-0033E 31 of a2 PROJECT LOCATION- T'IGARU, G)R � OR304 SHEET NUMBER / TITLE ' I T , PLUMBING RENOVATION PIAN P- o P101 -I , , 4 -,'--U" PLUMBING RENOVATION PLAN ea:a--�n•� r..e+nwwr..eMWnvr,r•n4- NOTICE: IFTHE PRINT ORTYPE ONANY rli(III I(IfIII I(I 111 III I I III I(I III I I III III II1fIII III III IIIII I III Ill III III III III III I I III III I�I I I III III III I II! III 11111 1 I�I III III III III III I I J �lIU4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I 111 I I I I I �I I_ 1 -I--I- L I I I I I I I I I 10 I l 1 I rYI 4 �qt _ _IT IS DUE TU THE QUALITY OF THE � "----- ORIGINAL DOCUMENT TR S 88 48 BZ 6L EZ 6 T6 68�iII llllll Illlllllllllllllillllllllllllllllllllllllll(Illlil IIII((I(IIIIII(Illllll(ltllllill IUIUI�IIL�IIIliilil Illl i�1�111111111111 11111 lll<111111111111ll11„l1 11! N i OCB Restaurant Co. EXHAUST FAN MULE _ _ _ 1480 HUF"FE'C WAY _- — E:AGAN, MINNESOTA 55121 ROOF ROOF CURB STATIC PRESSURE FAN MOTOR OPEP (651) 994--8608 MARK AREA SERVED MANUFACTURER SERIES MODEL DRIVE OPENING (COOK MODEL) (INCHES W G.) R.P.M. C F M. H.P. H.P. CONTROL REMARKS EF-9 DISPLAY AREA GREENHECK CUBE 101-3 BELT 161/1"x161/2" GPFV --0_125 1,699 1,400 .25 INTERLOCK WITH HOODS _ 1 2 3 1 O PROVIDE MOTORIZED DAMPERS IN ROOF CURB OF ALL PRV'S. UNITS SHALL BE 115V/1 PHASE. �INTERLOCK WITH EXISTING HOODS BY ELECTRICAL CONTRACTOR. KAR GES ASSOCIATES Consulting Engineers 24.9 Mechanical & Electrical 1 -- Design F,nglneers EXHAUST FAN a ---� Mechanical k Electrical 23.8 Construction Management 17.4 CONDENSING UNIT SCHEDULE --+ 19.0 _ 47.8 1983 Sloan Place, Suite 3 St Paul, YiTu�esota 55117 MARK MANUFACTURER MODEL SERVES CAPACITY REMARKS ROOFEClIR9 18 240 651.771.0880 i Fax 651.771.0878 l CU-1 EWOT WIWAMS AH6M2S0 DISPLAY REFRIGERATOR ITEM 0314 13,000 BTUH CsUtatar 612.599 7268 AND COLD PAN ITEM .0 -- ROOF CURB - -- ROOF OPENING- 7 14.5 DUCT CONNECTION 11' x 11' y 14.5 EXHAUST FAN �'LUMBING FIX'IZJRE � CONNECTIONS MARK MANUFACTURER MODEL REMARKS SANITARY VENT CW HW SS-1 ADVANCF/TABCO 7-PS-70; 7-PS-31 11/2" 11/2" 1/2" 1/2" PRCVIDED BY OWNER 1 CLEANOUT AS COUNTER gr rJAYSMITH 31448-Y-10 3" COMB. N.A. N.A. — HIGH AS POSSIBLE 77.9 ]F E( - — - r I I ASSOCIATED •AUCET (PROVIDED BY OWNER): FISHER MODEL 1996. CONTRACTOR TO ROUGH-IN FIXTURE SUCH THAT: FAUCET CENTERLINE SINK "-RUN VENT IS AT S-O" AFT; WATER CONNECTIONS THROUGH WALL (VALVES) ARE AT 2'-0" A.F.F; AND SANT i ARY CONNECTION THROUGH WALL IS AT1'-8" A.F.F � I I TO PARTITION I 1 11/2" I OR COLUMN I I AS SHOWN ON PLANS I 1 I I 11.0 WALL I WALL CLEANOUT 4 2'-/ 2- 1 FLOOR 11.0 — I \� I SLOPE VENT 0 1/4"PER FOOT I !--29.8 \-3' \-SLOPE WASTE LINE 0 1 720 /e" PER FOOT 3 0MD VENTING PLAN VIEW - HOOD P-1. NOT TO SCALE DET607A BOLT ON 014-STRUT TO SECURE HOT OR COLD PANS - MAY FROM SUPPORT STRUCTURE, ABOVE BE 1,2,OR 3 AS SHOWN CEILING (BY OTHERS) —` "-- —" 16 GA, SS DUCT 10.875 X 10.875 84.0 t-- CUT TO LENGTH DUCT WORK EXTENSION BOLTED TO CD J 4.0 20.0 HOOD MOUNTED 4' HIGH STAINLESS STEEL DUCT COUAR (BY OTHERS) I CENTER (S) FOR EVEN FILLING 30.0 5601 T-4.0 TOP YRE \ti � 192.0 USE COPPER STRAPS* -� \. AND SCREWS TO / 1\35eP r SECURE ALL COPPER PIPING ! .� EGON 0� WATTS #009 KPQ BACKFLOW PREVENTER W/UNIONS-LOCATE OVER 0 FLOOR SINK 78. - IDENTIFY DRAIN AND SUPPLY 3" PVC SLEEVE VALVES AND �, FOR REFRIG. PIPE PROJECT NO.: 03–KAA / 03-928 MOUNT IN UPPER / \ �-� BY P.C. DRAWN 9Y: R C A _ OPENING N.C. \\' Comm 8011P1f>tf �. CHECKED 9Y: R P C OPPOSITE HINGES \, -- / HOT OR COLD WATER / AS REQUIRED PER ISSUE: DATE: DOOR \ EQUIP. SCHEDULE ON CABINET j OWNER REVIEW-_ s. JUN. 'os 1" AIR GAP TO SID AND PERMIT 17. JUN. '03 HUB D - AIN MOUNTRHUB DRAIN OR ELEVATION VIEW - HOOD AND DISPLAY -- ELEC. BOX / FLOOR SINK AT 1 1/2- MOUNT TO �_ ABOVE CONCRETE FOR HOOD AND FAN PROVIDED BY OWNER. CABINET NOT ALL BUFFETS CONSTRUCTION OF HOOD AND EXHAUST FAN RE ISION: DATL FLOOR SINK PER GREENHECK CORPORATION. CONTACT: - 1 OWNER REVIEW te. JULY, '03 NOTE: KEEP ALL PIPE TO BACK OR SIDE OF CABINET SPACE. CHUCK KRUEGER, 715.355.2.367 NOTE: '6 DMAY HOOD -- __ -- - 2 BUFF_ ff PIP`IriG EXISTING EQUIPMENT. P-1. 1/2" = 1'=0" FOR REFERENCE ONLY. P-1. NOT TO SCALE - -- - Pacific Hwy 13500 L —9UP2003-00376.MEC2003-00336 _ L 32 o1 37. PROJECT LOCATION? �s TIGARID, OR OR304 d SHEET NUMBER ! TITLE V 3 P —10 o MECHANICAL DETAILS & SCHEDULES NOTICE IF THE PRINT OR TYPE ON ANY Irl r1 I I T I I I I)11 I I IIII IIIII I i I I l I l .III I _ IUa 9) �(k)4 1___-!_ JIMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE _ "°'J° 0`=� ,1 fIII�IIII!IIIIIII�[III�I IIII IIiIIIII�IIIIII IiII�IIIIIIIIIIIIIIIIIlLI�II IIIIIIII � I � It Rt lLi" I9t 4t1111 11111,171111111',ORIGINAL DOCUMENT £ 61�lllII llloo��ll1llllIIllll6 9 L �9 9 I Tit £ Z I �i�„� I Illilllil lllllllll l�1u111111�1I11ll11��W1�1 111 IIIH111