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10925 SW 69TH AVENUE • dir A RESTA RANT • FOR FAR WE T ERVI SES 1 NCO fr ALL SPACES MUST BE ENDORSED PRIOR TO ISSUANCE OF BUILDING PERMIT ..Q� FLANNING DEPT. - —Date PUBLIC W02KS DEPT. y -- --Dam/_7S BUILDIi:G DI PT. as♦.sr�- TUP.T.-AT.N RURAL �S- A�'I'ROVLD FOR COI:;'TRUCTION CITY OF TIGARD ADDR SS APPROVED FOR CONSTRUCTION ATE �6 Z 4�DS CITY OF TIGARD PERMIT S1 FEADDk:I=33S_An�XA(_j 6y � DR<'NS SHALL MEET WrFp N"tES IN CURD°AS PRUe:{''[p � TLE 06 111�`DATE2 APPROVED FOR CONSTRUCTION .� CITY OF TIGARD PERMIT NO._____ _ SI?F ADDRESS �(� j1S ,v69 '� GEP3ERAl CONTRACTORS & SUB•CONTRAC- Building must be completed 1t�D ARC+/Y- p_,. S, p . 4ftk �;•�- DA, —��-'�?S TORS Pij NAGE CITY BUSINtaS LICENSE acco,ding to cityadde's a Ahv ALL IrUSSAU CI I V PE1611TS PRIOR final inspection m e before ; iSt,;tf t)'A TO PERFURM441 SERVICES. otcupancy. ,,13 CITY OF TIGARD • DRIVPNAY ?9AX. 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CM�CK IhOJ/CT IiN - 9 ON I L A N o+ O R I O O N O T!!1 r ` �'" 'h ( SOi i =0= - 9774 A'9AOV90 1 C♦/ M 1M w lat1+AM,4r .a ��, i 1.�i •}�� �'j ' .i�'_ !k i L �- 1l T '1 'f T a '• y,U�C+,.a; JFdCTAi? �;rL' ,. �.'1. -1' L1 , N)TE. IF THIS MICROFILMED J LLL JJJJ _� �__� _ I L� _�- L DRAWING IS _ESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g11111, 4Z Z L I Z is Z 6t t II Lt t � t t t t t t 8 �1111 I ' oil,,, T11911 DRAY"ING. iiliiiiliiiiiiiiiiiiiiiiiiiiiiiiliiiiiii�� iiiiiiiiiiiiliiii i��il����n I I iliiiiiii 111 , 11111iliiIll11111111,11111111IL .,,,,iiiiiiiiii�iiiiii� ui� i�iiliiiiiiiiiiiiiiiiiiiiiii� iiiilii�i iiiil � � iiiiliiii ii AYM 23 1990 - t 'I FOR PI PES IN THIS ��t..._ '-:'-,HALL 1.2. ,:. i.�.¢ 1.2.6 1 ' I FTG. DWLs. SHALL MATCH PIPE THKC?IJGH AREA LOWER FTG. I I WALL RE-INF. IN 3 EQUAL I1_�11 GROUND LINE FOOTING 50 THAT PIPES PA5S �' r__ ___� ? r� I I SIZE AND NUMI�ER O SPACES FIN GRADE OR i Z - #4 CONT �-r- >, n- ,, , HR��UGH FTG. WA L \P bACK FILL ITrzENCH ' _�. FORM AS RF_gD. REiNF. SHALL MATCH /� DI _ - �_'�-- - - r PER SPECS. }- --- --� T exCAv. LONGITUDINAL NAIL SEE PL - ` I I _ - - -- - -- _-- FTG. BARS IN; CONT KEY- MIN EY I SEE PLANS �► - _ a - - GRADE YR.D LAbEON / \1 I I \, -� SIZE AND NUMP>ER - 1'-OI' 6" II-C)� w -- MI N � ---�_ __------- � A E R N F G. Ems.TTOM OF T P�E N C H I --- - - �- \ _ \N I _ z ) , I I , t X i2 ' - - �'.ON STIZUC T ION JOINT _ , \47 - -� �---� EXCAVATION SHALL NOT CUT SCK - _ TOOL ALL �1 1 I - SPALL I E POSED , N / EXTEND 13ELOW THIS LINE ,- �.. O �7 Q NEAT" CUT TRENCH I I ;CoIMIN.� t9 x JOINTS TO PTH OF /¢ AT EXTERIOR SLAB ----L ' �2 I -' - CON . CLEAN -- SLQPE -! JOINT MATERIAL- y0''AT INTERIOR SLAbS CONT �_OMPACTEC� FILL -- � I 3 I, _ --c(1 11 D FOOTING W TH OUT. STAKES I^ "3"CLK. I �N y0/ DENSITY -- - D OF FOO NG ID I NOT PERMITTED � � �L0 ,�` - - SLEEVE SHOWN ON DWGS t2 �. 3.0 MIN. -� _ WITHIN FTG. --I--- 24GA. GALV. STEEL KEYED FORM 5TRIPSHALL SLEEVES 2"LARGER I" " AREA _D_+IL r' �TENSi -�- SHOWN ON PLAN bE LEFT IN PLACE. SET l3ELUW TOP OF k NOTE ' THE CONTRACTOR SHALL THAN O.D. OF PIPES -_- NOTE : FOOTI NGS POURED AGAINST LAP INDICATES THIS POINT SLAB. (sTEEL FOKM 044ALL NOT BE. USED COOPIDINATE ALL EXCAVATION OPERATIONS NOTE : FGR PIPES 3'-O" OR LESS DELOW EARTH ARE SLDJECT TO APPROVAL OF OF THE STEPPED FTG. AS A S--REED. WITH bUiLDiNG FOUNDATION REgUIKEMENTS. FTGS. PROVIDE SLEEVE AND CONCRETE AS STNUCTURAL ENGINEER CONTROL JOINT SHOWN : MORE THAN 3-O'' USE STEPPED F-7G. CWHERE CONTINUOUS POUR IS USED O STAY WITHIN S-O ' LIMIT. EXCAVATION PARALLEL I EXCAVATION F`-PPENDICULAR FOOTINGS POURED JOINTS DEPRESSED SLAG I O 1='OOTi NGS O : 0 FOOTINGS 3 4 S O AGAINST EARTH O T OOT G S EPPED F I O SLA GRA 1= 7 - N � ON DE O ON G RAD A O SL � EDG E 4 d OF, 2'1 ' 3.1.3 � � , 4 WHIN. o LINTEL REINF 3.1.2 '•1.1 --- �-�-' z �M6EDMENT OPEN END BLOCKS i 11REAK MIN.PL. SpLLCE FRAMING CLIP 5LK.G. C=? 2`- O" W 2- IGd ,�d 2- * AT OPNG. LESS THAN 5-O AT NTEiISECTIISHELL NG FAACCE SIMPSON A34. N �-� l EA, SLK. FROM EA-SIDE � 0 �_ AT JOINT. F I LL W 40 DIA ,� „ �t I ? � o z MINIMUM POLYSULPHJDE SEALANT 2' i1�oAT OPNG. 5°-OM TO 7'-O" - 4o DIAA�1 _ D Wro- Ind °d.(no --- --- 2- 117 AT OPNG. MORE THAN :7L0" TO ALLOW FOP, FLOW q0°HOOK NI IPO° HOOK F,tl� 1--� EACH SIDE OF GF.OUT,, _ + z � 0< ANCH R BOLT WHERE EXTENSION IS - - - = LINTEL(SOLID D = GJ FOP, >,r3 TO #8 Qm� O = 8d FOR #� TO # I f - - - -� �/°`• �� I M6 IMP09316LE, EXTEND OARS I DUILT- UP OR _-- -.. A5 FAK AS MSSiDLE AND - AS PER LAN D IOd FOR � Ig. � 18 ___ ___ --�_ _. �..� P PRINCIPAL REINFORCING - - J - z HOC)K,TYPICAI. - 2 x 6l.KG. 2-►6d U --01 � �w4_ °G oG OPEN END 1- r15 MIN. @MIDHE�CaHT - Irod@12" 50L D GUILT- UP �- _ CONC. ON _ ' r WN O °LVA K OF, 8-o MAX. ► > ,� MIN n - II/z" FOR #3 MASONRY - - - 31- w� _ $LOC OPEN E7ND LINTEL SCHED LE MIN. D - 2" FOR #4 - ----__ I Y i = u J FLOCK 2 x PRESSURE I DBL. STUD - - U .� MIN. p = 2%2" FUR#5 EOLT SIZE EMDEDMENT #5 6ARS�� I<,EY KOLD OQ_ bbYo v '. PLAN TREATED D.F. �� I I WHEN OPNG. SOLID _ EUILT. UP- SPAN JOINT FULL O� N __ ._ 91LL- W/5/8 xf2 EXCEEDS -0' >t 0 0 6 - /2� n ,-IEIGHT C��� � � �-O / I � 4 w _ � _ 2_x �05 UP TO �o-O CORNER O INTER'3ECTiON O A E @4'-O"--- ! -- --w--; 90 HOOK 135 HOOK 1 ~5/b' 5 STOP HORIZ- I � � _ -- + I - JACK STUD w X o, - 2 Xg's dpIITO g pu' 3/411 GR -- ZEI NF AS SHOWN PLAN 2 OS ;9-O To IO-O TIE OR STIRRUF - - - �,. - 2 RElSARS AT HEAD _ - --- MAX. OFFSET SEND '/8E 7" NOTES J SEE WALd. EL FW * 1 ''DKYPACK S M 1 N. W = WAI_% w i PTH-- - " DOWELS TO MATCH NOTES: NOTE,. _ I '510 I. PROVIDE JOIN i S AT INTE&VALS NOT JAMB EARS TYP. -4 , 1 1, I. ALL DEN175 SHALL 5E MADE COLD. TO E%C` CD 30 FT. EXTEND JAM$ EARS �- I - #6 >=ULL HEIGHT AT 9 MAX. I. INSTALL I X0 DIAGONAL L.ET- IN DR,ACE C° 25-0 2. HORIZ. 'ter=INF. AT FLOOR LINES SHALL FULL HEIGHT OF WALL WHEN WIDTH END OF WALL' yS ERE TROWELE 9UR1= CE IS AND AT EA. END IN ALL. WALLS NOT PLYWOOD EE CONTINUOUS THE{U JOINT. - OF OPENING IS MORE THAN 4,-0! HEAD JAMB, SILL D SHEATHED. MAX.. SLOPE OF DIAGONAL ShAUL, M ELEVATION OR END F WA1.�. O LEVEL ( '/8" MAX. IN .41-O" TWO V�zTIGAL TO ONE HORIMONTAL. DRY PAC 15 NOT REGI U I f�Ep. AR SEND 8 E�OLT EM�EDIy1EN1' � CONCRETE >3LOC;K : CONCRETE P�LOCK :S SCHEDULE CD� NTROL JOINT (Do OPENINGS CORNENS N INTERSECTIONS 2. h - E S A D I EF ECTIONS O STUD W LL FRAMING 3.1. 1s 5.a.2. 2 x 3 DRIDGINsa 5.1.10 SHtATHING--, JOISTS 2x SOLID ELKG. s.2.1 x.1. 11 SHEATHING- -2 - 8d EA. END - - - t-- - - - - - - - I EDGE NAILS @ALL EDGES OF --- SU T x I SHEATH ED WALL DOUELE JOIST OR RAFTER N - -- --- - Ppm , 2 3 HANGER I it �i SCHEDU.E ALL PLYWOOD SHEETS 4 AT - 1 I_ _ _ _ _ pOU�i-E STUD I ALL SEAKI NG SUPPORTS JOi T5 6 d MAX. W/ pR POg-r MARK THICfcNESS EG�E NAIL SILL BOLTS II IV I II O� -GLC_ JOISTS 2• I ro d�J01 ST ��-� - I I I .-.,,I I I I I.�.• .-�' I I I _ _ _ _ .,\ �_ II II II II � PIELD NAILS :I�'�- .SAME a -- I -IxG srRONGt3AcK I� I 2 , 1; 11�� I I �. 2xsTUDs � I�" a �✓¢x12�4-dII JL _j �� _ _ � SIZE AS e�E NAILS. RAFTER SOLID 13LKG. WHERE A _ @ �'-Ou W� I I - 1 I ,% 2 �" �` I I �RYPAcI*. 2 I!2'' !Od @�-" 3/4�12'�2L8 - x II jl , ,I- 3 LONG DIM. OF PLY, SHALL RIJN Q v1} pl Pi NG OCCURS • _ -- DRG I I I I I �� I Il` I j "1} I� II .• ACROSS JOISTS oR RAFTERS. k i --�- I I / J: I FIN. FLOOF, II WOOD I. I - �I i `� ( _JL __�L_JL_ I_ ® 3/g MIN. EDGE DISTANCE FOR 1 2x ' GLC. JOIST 11 _ iL .L _ JOIST HANGER OPENING ` -,r_�i--1 NAILS. SHTG. _- 2 HALF LENGTH 8d EA END ?X 3 HANGERS 4-0- , `Ju .. -- -- _ _- - - (-HOLD DOWN ANCHOR ^P , , /''� �I I I It I L 1� - - -- - STAGGER AS SHOWN @ IG iul 1 i6d/ 51 LL DOLTS - SEE SCHED WHERE OCCUIIS - I II HANGER• AT SPLICE �"'� � O} < I II II � 2-o )(4i=O MIN. SIZE OF SEE PLAN /OR I PLYWOOD SHEET. - HANGER PLAN SECTION A USE 2 X I'-� LONG SILL PL. 12 WALL ELEVATIONS _ i II O SC/a5 W1,2- Irod @� �' � 1(- C�_,11 � MAILS SHALL I`10T P+F UVER- 2x 4 CONT• - 4 EA ENI EpGE NAILIN (E.N) AT ALL EDGE'S OF ALL PLYWOODI� i; �I DRIVEN THRU PLYi 2x CONT. W/ Ido GA. RUaT RESISTANT 6R1 DGI NG W/ 2- ira*s UD� S/�"q.�. ��'_pN�--� SHEETS - SEE SCHEDULE. - O SEE PLAN FOR PLYW�-Jp C.J. 2x bLKG c..1. O2 FIELD NAILING @ IV. NAILS SAME SiZE AS EGYE NAILS. DOUBLE JOIST OR RAFTER RAFTEf g-) � THICKNESS $ ECYE NAILS, p OR JOISTS �� 2"50LIDDLOCKING MAY 6E METAL - OPTIONAL AT ROOF - 51MPSON A3 N MIN EDGE DISTANCE FOR NAILS SHALL EE 3/8 SUDJ'tITUTED FOR *5KIDGINS. MAXIMUM SPACING OF DF•IDC,1NG FOR - ANrHOK - / ALL JOISTS MORE THAN 51' IN DEPTH : - ® FACE 5"IN MAY 8E. HORIZONTAL OR VERTICAL. �� 3X4 FLAT BLOCKING FLOON JOISTS - 8'- O" c.c. CONN, AT CONN. AT MA � � WHERE SPECIFIED. ROOF JOISTS - 10'- O" ac. STUD WALL OIs CONC, WALL © `5 SEE PLAN FOR LOCATION OF PLYWC?DD SHEATHING WOOD FRAMING : 13 I¢ OPENING IN HORIZONTAL CROSS RIDGING O WOOD HANGE R FOR SUSPENDED iSHEATHING15 Iro S R S SP NDED CEI L N G _ 17 _-_ PLYWOOD WALLS O WOOD FRAMING O , _ HORI Z PLYWOOD SHEATHING O GENERAL NOTES STRUCTURAL STEEL WOOD 1. FRAMING LUMBER SHALL BE DOUGLAS FiR NO. 1 GRADE, UNLESS OTHER- FOUNDATION Wi5E NOTED. STUDS SHALL BE DOUGLAS FiR STUDS GRADE FOR 2 X 4, 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND. ERECTED AND NO. 2 GRADE FOR LARGER PIECES, UNLESS OTHERWISE NOTED. 1. FOUNDATION DESIGN BASED ON SOIL REPORT BY THE FOLLOWING COMPANY: 2. THE DETAILS ON THiS SHEET SHALL BE USED WHEREVER APPLICABLE, UNLESS IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, 2. ALL PLYWOOD SHALL BE OD EXT• GLUE CONFORMING TO PRODUCT � ��I�w��3-r -T EcJ1-1{VC LA�OR_AiOR��F_S OTHERWISE INDICATED ON THE DRAWINGS. FABRiCAT10N AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS STANDARD PS 1-74. USE PLYWOOD NAILS SAME GA OR LARGER AS 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREM°NTS OF THE (LATEST EDITION AND SUPPLEMENTS). COMMON WiRE NAILS, WITH LENGTHS AT LEAST EQUAL TO 1/2 LENGTH -IIS N. NII�SISSIPPi AVE, F}�r1,7LAND (Sa3�2$$-708 UNIFORM BUILDING CODE. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION OF COMMON NAIL REQUIRED PLUS PLYWOOD ThICKNESS. 4, ALL A.S.T.M. DESIGNATIONS SHALL BE AMENDED TO DATE UNLESS OTHERWISE A-36 UNLESS OTHERWISE NOTED. 3. BOLT HOLES SHALL BE 1/16 1N. LARGER THAN THE BOLT SIZE. 2. SOIL BEARING VALUE: CpMPAC1-�� FILL. NOTED. 3. PIPE COLUMNS SHALL CONFORM TO ASTM DESIGNATION A-53, GRADE RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. a 5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 'B' . ALL STEEL TUBES SHALL CONFORM TO ASTM A-36 OR A-501 . 4. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS �j�QPSF - I g'I BELOW GRADE MINIMUM. DRAWINGS AND/OR THE SPECIFICATIONS SHALL BE BROUGHT TO TF-L ATTENTION 4. ALL BOLTS SHALL CONFORM TO ASTM A-307, GRADE 'A' EXCEPT AS AGAINST WOOD. USE HEAVY PLATE OR MALLEABLE IRON WASHERS FOR OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY NOTED. _ ALL BOL.TS DESIGNED TO ACT 1N TFNSION, SEE DRAV41NGS FOR LOCA- 3. CONTRACTOR TO PkOViOE FOR DE-WATERING OF EXCAVATIONS FROM EiTHER WORK 50 INVOLVED. 5. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TION. SURFACE WATER, GROUND WATER OR SEEPAGE. OF ALL STEEL FOR ARCHITECTS REVIEW BEFORE FABRICATION. HEAVY PLATE WASHER SIZES SHALL BE AS FOLLOWS: CONCRETE_ 6. BOLT HALES iN STEEL SHALL BE 1/16 IN. LARGER DIAMETER THAN 5/8 IN. BOLT . . . . . . . . . . . . . 2-1/2 X 2-1/2 X 1/4 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL T NOMINAL SIZE OF DOLT USED. 3/4 IN. BOLT . . . . . . . . . . . . . 3 X 3 X 1/4 1 . THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH (F'C) OF CONCRETE AT ?8 DAYS - CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE C 7. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE 7/8 IN. BOLT 3-1/2 X 3-1/2 X 5/16 EARTH BP.NKS. SHALL BE 2000 PSI . OR MASONRY OR ARE ENCASED BY BUILDING FiNiSH, SHALL BE LEFT 1 iN. BOLT . . . . . . . . . . . . . 4 X 4 X 3/8 2. ALL CEMENT USED SHALL BE TESTED AND SHALL CONFORM TO A.S.T.M. C-150. UNPAINTED. 5. ALL SiLLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE 3 . FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM 5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE FOUNDATION 8. ALL WELDS SHALL BE 1N CONFORMITY WITH THE CODE FOR WELDING PRESSURE TREATED DOUGLAS FiR. BOLTS SHALL BE PLACED 9 IN. ENGINEER PRIOR TO PLACING THE CONCRETE AND REINFORCING. CON- AGGREGATE SIZE: 1 -1/2" UNLESS OTHERWISE NOTED. IN BUILDING CONSTRUCTION (AWS D1 .0-69) OF THE AMERICAN WELD- FROM THE END OF A PLATE , OR FROM A NOTCH GREATER THAN 1/2 THE TRACTOR TO NOTIFY FOUNDATION ENGINEER WHEN INSPECTION OF 4. CONCRETE MIX: SEE; SPECIFICATIONS. ING SOCIETY. WIDTH OF A PLATE, AND SPACED AT INTERVALS NOTED. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS MUST BE APPROVED BY THE EXCAVATION IS READY. FOUNDATION ENGINEER TO SUBMIT LETTER OF 6. DO NOT NOTCH JOISTS RAFTERS OR BEAMS. OBTAIN ENGINEERS' STRUCTURAL ENGINEER. CONCRETE BLOCK MASONRY APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. HOLES THROUGH COMPLIANCE TO THE OWNER. 6. PiPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT SILLS, PLATES, STUDS AND DOUBLE PLATES iN INTERIOR, BEARING 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BE EMBEDDED THEREIN. 1. CONCRETE BLOCK SHALL CONFORM TO A. S.T,M. C-90, GRADE A UNITS. (SEE AND SHEAR WALLS SHALL NOT EXCEED 1/3 THE PLATE WIDTH. USE BORED BACKFILL BEHIND RETAINING WALLS BEFORE WALL HAS ATTAINED FULL 7 . REFER TO ARCHITECTURAL DRAWINGS FOR MOULDS, GROOVES, ORNAMENTS, SLIPS ARCH. FOR TYPE, PATTERN AND JOINT DETAILS). HOLES LOCATED IN THE CENTER OF THE STUD OR PLATE. DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING OR GROU.IDS REQUIRED TO BE CAST iN CONCRETE, AND FOR LOCATION OF FLOUR 2. PORTLAND CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 7. NAILED CONNECTIONS SHALL CONFORM TO THE MiNIMUM NAILING SCHE• AND PIT WALLS BELOW GRADE. CONTRACTOR SHALL PROVIDE FOR DESIGN, FINISHES AND SLAB DEPRESSIONS. 3 . AGGREGATE SHALL CONFORM TO A.S.T.M. C-144 (MORTAR) AND A.S.T.M. DULE BELOW EXCEPT AS OTHERWISE NOTED. ALL NAILS SHALL BE COMMON PERMITS AND INSTALLATION OF SUCH BRACING. C-404 (GROUT). WIRE NAILS. WHERE DRIVING OF NAILS CAUSE SPLITTING, HOLES FOR REINFORCING STELL (FOR CONCRETE AND MASONRY) 4. MORTAR SHALL BE 1800 PSi AT 28 DAYS THE NAILS SHALL BE SUB-DRILLED. 1 PART PORTLAND CEMENT 7. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN JOISTS OR RAFTERS TO SIDE OF STUDS: ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT Sr 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 4 HARTS SAND 8 IN JOISTS OR LESS .c . 3 - 16D NAILS APPROVED BY THE FOUNDATION ENGINEER, FOOTING ELEVATIONS WILL BE GRADE 40. 1/4 MIN. TO 1/2 MAX. PART HYDRATED LiME OR LIME PUTTY. , FOR EA.ADDiTIONAL 4 INCHES IN DEPTH OF JOIST 1 - 16D NAILS ALTERED BY CHANGE ORDER. 5. GROUT SHALL BE 2000 PSI Ai 28 DAYS: JOISTS OR RAFTERS AT ALL BEARINGS 2. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 1 PART PORTLAND CEMENT TOE NAILS, EACH SIDE . � . 2 - 10D NAILS 3 PARTS SAND STUDS TO BEARINGS -- l0E NAILS EACH SIDE 2 - IOD NAILS 8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WiTHiN BUILDING AREA 3. ' SHALL BE MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME 2 PARTS PEA GRAVEL BLOCKING BETWEEN JOISTS OR RAFTERS FOUNDATION ENGINEER. FLOODING WILL NOT BE PERMITTED. GRADE, SiZE AND SPACING OR NUMBER AS THE VERTICAL REiNFURCING, WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JC'.NTS, TO JOIST OR RAFTERS, TOE NAiLS EACH SIDE, RESPECTIVELY, 6. CELLS SHALL BE iN VERTICAL ALIGNMEN ' TO PROVIDE A MINIMUM UNOB5TRUCT- EACH END 2 - IOD NAILS ED CORE OF 3" X 3". DOWELS FROM FOi)TINGS SHALL BE SET TO ALiGN WITH TO JOIST OR RAFTER BEARINGS, TOE NAILS, 4. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATiON CAN BE MADE CORES CONTA.NING REINFORCING. EACH SIDE . . . . . . . . . . . . . . . . . 2 - IUD NAILS WHEN THE FINAL iN-PLACE INSPECTION IS MADE. 7. ALL CELLS CONTAINING REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED CROSSBRiDGING BETWEEN JOISTS OR RAFTERS SOLiD WITH GROUT. TOE NAILS, EACH END . . . . . . . . . . , . 2 - 8D NAILS 8. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING HERRINGBONE BLOCKING 2 - IOD NAILS BLOCKS. RIBBONS TO STUDS - ONE INCH RiBBONS . . . . . 2 - 8D NAiLS 9. SEE ARCH. DRAWINGS FOR TYPLS OF UNITS, LAYING PATTERN AND JOINT TWO INCH RIBBONS 2 - 16D NAiLS DETAILS. DOUBLE TOP PLATES (MIN. 4 FEET LAP) LOWER PLATE TO TOP OF STUDS . . . . . . . . 2 - 20D NAILS UPPER PLATE TO LOWER PLATE . . . . . . . . 160 AT 16 O.C. AT EA. - SIDE OF THE 4 FT.MiN. LAP , . . . , 8 - 16D NAILS - MULTIPLE STUDS, STAGGER FOR WiDTHS OF MORE THAN 4 INCHES . . 160 AT 18 o.c. A REST A` ' U K ANT F O K F A K W E S T S E K V ICE S , I N C. TYP 1 C A L Dr.TA 1 L S W SHEET STRUCTURAL ENGINEERS �"SKM _� GENERAL NOTES 4 O MARTIN a TRANBQRGER DRAwN'Uf ' 7S P L A N K. H O U S S T I CA A R,0 CJ R. G O N NEWPORT BEACH,CAL. (7141679.0716 RPL Joe N0.7 -O Of •I4ETE As 7-Ir El1 Iii III III ��� III I ( 111111111I IIIIIIIIII IltNOTT: IF THISMICROFILMEDI ( IIIII� . 11 _DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THE QUALITY OF TEE ORIGINAL g t3l, ti'll 11I, L 4LL I i TT +T� I� �8iADRAMIPK. I1IIlllA III�IIII II�II�Illllll�ll{Illlfllll ll��llll� 111 lllllllil{II��IIII�r.;��11I Illllllll IIIiIIIIIIIiIIhlHllllllilll ►flllllll IIIIIIIII III IIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIII IIII�IIII IIIIIIIII 11�IIIIII Il11111llllll�llllrlll MAY 23 , 19 �� n , , -• � 5 4 3 - 2 I ' ¢I-O 321.4" O r*. g4 L -- -- ---- 771 .. . f -o� 4 xG P05Tell I 24 a 11-4a I ( ' ( 23 r- I 1 I-, [� c J. c.�. c• c:.J• ❑ � c.J. I I c FRE AF T 0 � TYP. J TYP. 54 J �— I II 2xCo s7LD5 I I I STUDS@ fa I 2 I I 1 �t I SEE 22 _ 22 ARCH. \ � I r 24 I I 54 , l � -4 i ( • I -�- 54) I ; -81a I I i 1 TYP _ p QO L 54:_I L RAM ' ON. _ 20 A*1 . s4 � allc.J. I . .— _ C,J. C --__- - r i I I I 1'-411 A6ZCN L IFOQ 5125 it I 7YP►CAL I 4"CONC. SLA,5 W/ I 04GV24" EA. WAY 24 I r (DATUM ELEV. O'-O') I I I I 5EE DET. 5•/5.1 FOR JOINTS, _ tit_ _ I 4 I FOR Cu b5 D 551ON5 r- n I SEE ARCH. EQUIP . DWCGS. 4^Co Po5T I I -4•"CU►JCr `-aL4. 20 1 I I Ili4 24-1 b 1 SEE AP +- _ 20 I I 23 SIA4. � - �--� . —J 4 2 • _` _ I DEPRESS FOR WOOD DF�GKI NG', 2xco 5TUp5 �ICo 1 14 21 r— — / II I SIM, I I I I I I ! ! � iI I _�--�LAN -- __ . �__._- �► I r I I I 7 I _FIN. FL. +I' c�" J POSTe- -SE A�ZCN'L F /�9R SIZE 'r'7j0ICAL � I 3 - __�_1__� i 4x4 P05T I I �� C,J. I �„ I II - -- -, i �cJ I -4 5T E F'P Iz D FUU'r I k ICs O I nil 2" S / 1 I 2xCo5TLIDs 11(oll ) ( I 23 I I d I ' I I 54 811 21 I I ( NOTE �.C..D Rk. ' � I STUD WALLS SHALL PSE DENOTE`a STT. p� FTG' 2x4 57LJD5 @ 1 I �2>KCo STUDS@IIo I I , rl I UNLE55 NOTED OTHERWISE 1 I I ( I I ll O" � I I I �LEvt IN a.CLAT►ON To � _ �I►-•tl�/�Lt2, 7L �,Alsg, . DF►Pt'xG55 �1 \� 1 I PI G PL.'ANTE I I I �-2 FOKTILE i ' I -Z•o I ry - a4�' i SES A%C.N,F:M FaQ?'�NT. L— OF - — - — SEE ARCH --- _ 'b 24 24 `- - ' S4 54 � � 24 � 0 rI I I 54 ' �t 24 e LEGEND '15 I1� � SEE FOOTING SCHEDUI-E S4 101,ou III- p11 101, 811 Irj�.y� 21Pj'' q 1- 4' 2'-8° 19i'�� 2O1-G�" 4'•o� STP.N DA K D CO rJC. BLOCK I I - - - - -------- - - ...-- - - - - - - --- - -- ----- _ - —__ — _ _ - _- -------- -- - ------ ----- - - _ _ - --- SLUMP CONC. t5LCC_K •I UPLYWOOD SHEAR WALL •I R E S T A U R A N T FOR F A R, W E S T S E R V I C E S I N C . willi••� bluaraak a partan.r�s F O L' N DAT I ON PLAN sMaerT STRUCTURAL ENGINEERS �Yfdla� ! architects planners siw MARTIN &T R A N B A R O E R DATE l u 'L� P L A N K H O U S E T I G /a,'�G R,E IA O Na 2300 newport boulevard / 714 673-0:300 DIIIAM-TOe' _ newport beach, / callfornla 9,2660 a' �A NEWPORT BEACH,CAL. If t�lf76-0716 ' K XG r -0 .• +. • .. .. -- .«.,.ate""' Im 111{1111111111111111111111111 11111111111111�I 1111111 1111111 1111111 I L(I 11111111 11111 11111111 � IGI']�I 1 11111111111 � IIID � 11111 1111i111�11111 I IIIIIII 11111 11111111 1111�1�I DRAWING IF THIS MICROFILMED (—I------�` - -- L---- I�L-I- I=1-- 1 - .L._._— I �� • ` I- -�I.�.i .-- L �\ _�1I—1 DRAMINu IS LESS CLEAR THAN THIS NOTICE, IT 15 OUE 10 t THE QUALITY OF THF ORIGINAI £ Z Z LZ L 4Z L Z TE L 8I i Li Id 9 L 19 9 ► C S l w DRAW IIA;• !III Illillll! !11111111 IIIIIII!! III111111 III111111 IIIIIIIII III11111111111111L111111111!!!111!!1 III! III! 11111111Lr:!;ill III IIII IIIIIIIII IIIIIIIN Illlllul Ifillllll III1111111111111111 !IIIII!I!IIIIIIIIII III111111111111111111111111t 1!ullll! !111111!1 111111111 III111'II Illlrlll MAY 2 3 , log o S 5 4• 20 ---= C 4 5 4 541 /q ----- -- _----- -- - - -- -- - - - ---- - -_ _- - --------- - ---- - -- I i _ __0A 4xIOLED 4x12 EC�rFR *12 LEDGER _ 4xIOLEDGER / 4 x-IU LEDGER 2 � ---- � � IOA - �- - - - (_9 0 � 4 -- ,54 � II'•�o' _ R PRAIN -- f� 5/6" PLYWOOD(32/I6o) �--D r--<T.IOd 04" bOLJ N DARY -- lx->.N. IOd :aw" EDGES - E.N. IOd 0 12" FIELD 5 LOCK ALL EDGES I 5 ROOF HATCH 3 I �� -• - I I 5 4 I i 51 ' II IDG `i 5a I 54. 54 �4 W 18 x 45 A ---- 5 4, 5 4 I I I_I'1 I--,1/ x to (P IGS" -- - -_ -- --- -- - - I l I p x X1'1 N N I —�— x z I I I = 5 5 4 4 �\ - 4.io'' (b 0111 IOE r!�I' 10" I 'I 10 6 10 4 , psv r),\ 4� ss 1 W Ig>c 45 — -- -- — -- � I WB 10-- 5 4 o F- G _--- ----- - - ---- --- — _ ---- _ -- - - -- ------- - — C IDA 4IOI 12'• I � WCC s I I N — -- 2n 10 4D ICo11 IOE D E�i E f►OE W- T �— -� C W ? N I- to I S I w 4 G �� I � x @, - x I - Y -1 0 I x LU N I N 0 5 4 I I i�v7 x Q '` j I 8 NOTE.' DSL.JOI 5T5 2 011 I 9 A /I � _ AT Er. FL of 5 4 12 3 \ 41 54 X21.,011 '�` �� _ } I I MEGH. PLATFORMS tDPOF�M. �9-O 1 54 12'-3" IIS I J 4x12 /4x 10 LEDG R 4f:IDxl81 !EDGER- DRAG 4>~ ID DRAG 4xIO.DRAG 4x12 — - ----- -- - -- --- — — --- '� 8A Ii 54 �21- n 54 WBxID ! I SG 54 �I 11 IIA I - 4 21,11 15 i 54 I I 5 54J IS I IOE 7YP TYP 55 5A 25 54 4x8@1' �kSC4x124xIODRAG4 212 RAG MEGH. WELL WALL—), I I i9 2-3/4"M.15.(GAGE= 519j, 4 x 12 4 x 10 LEDGER DRAG I J `^/M.I.WASH ERS TOP of 6M.t -I'' 1 w I I �•, N �2 .2 -J 2 I 1 I x x 'fYF @ 8x8 R75T5 '54 I J IoD I cv d i 1 ►'�2" - 3� 12`1'2" 3 I - - - I u G' 5IG t ""I Ito ft1s) IO . 4 ( 50 4/ Y @, 11 @j I I S 4 S 4 5 4 I I x II Z,q ° I!1 4e II x x ''a — L— ----,- ---_ 'Z_2% lD 2- 2 A 12 2- 2 ,, 1 ,'- ( III-611 ROOF DRAIN 2xro@ICo" -7 '1 IOA . I 12'- 311 IOA 54 54 4:K 12 s4 E- ---- -- - --- -- - -_— 4 ri 10 !_EDGeR I 4 x 10 LEDGER J 4,12 LEDGE 4 x 12 LEDGER — --- -- 4Gi?=o1' 4A C 1 s4 4 LEGEND F DRAI� __ '' VA L N P OF S R I 12r 3 E E TIO TOP HSA? HING I I I I a���l.• ukl r,1 Co 5 4 3 2 I ,'Ar.lru�.rol� , �,� ;LSC,• A REST /&\ U RANT F G R F A R W E S T SE R V I C E. S I NC . wllllam blurook a partnere R J OF FRAMING PLAN SHEET S r q U C T U P:.L e,.161 N E E R B REVIEIOriB ��_ - ---*__•- -----_.--�_--:�-- - ------- -_-_._--,�-�--__-__—_�_�:�� - --_= ��— _—�-- ---- — ar•ohlt•ota plannara a m MAR 7 I N & T R AP'BA R G E R DATE r II-�.G 1' F L AN K H Q U S E T I G AR� JD 1 O R 7 C•, r-4 _ 2300 newpurt boulevard / 714 673-0300 ' NF.YWO�T BEACH,CAI. 1 7 111 8 7 60 716 DRAWN � P� newport beach, 1 callfornle 92690 of 11HEM JOB N0.I*-0 :x .*�' a;. 1i�m.` ,, -. _ «t� w. ..rrt+. '..."• ..rYr.1_. 1 Fa, - - , [=lilt • llIl IlIl Il1 l 1l� 1111111 IlI I -lI lL I Q �• " I 'ICIIIIIIIIIIIIIIII NOTE IF Th;S MICROFILMED 7 DRAWING 1' LESS CLEAR THAN • THIS NOTICE. ITIS DUE. To _ _ THE QUALITY of THE oRIGINAL � �� j +� 1 1 DRAMIIF3. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIiIII�IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIItIllilii IIIIIIIII illllllilllluhlll;;`.,'!,Ililiiiilll111i1111111 i111111Hllllil!Illilll!Illlilllllllllllll�illllllllllilllllllllilllllflllilllllll Ii1111111111111111111iIIlIIII iII111111I1i11i111!11�1i1i1�� MAS 23 1990 = :r,.- - _- e� " l�- GEC' I'1_"o,c,TYP, SFF_ ARcr+• , j k'a 4x/0 LEGYE,p - UUN�ARY NAILING -y2"¢K�"L�445 � --_.� SEC (=S4 fE `�11oA� -- --- - -- —\ - L 3K-SK'4GO6JT. SEE ARl-_P. 51-01TEp - L A3x/4 x 0-6" / T`rR I�►P DDE T /� L 3 K��'�♦ KI /7YP• � 102 FACIA Q � PLY'✓vC�OD L 4„4.�pie, ,<o'--��� � '♦ CANT '; ��-- eoL - �'!'� " wl °M•Pte, -�� e+RACK1 T �18I.0" : TTOI-AdiGL�' --- i` „Co'`LAG 'T1�P PL'>Vy. �v G ,y + �, - CCNSTAN T .I 1 �/z•M� � /5Ite ARcN, � 7, 1 _ # �, SCG ARCH. 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F 1.t REFEQ IOE C,pGC �► o JOIST NAI.lG�Gt -, Z PIPE CUL. 54 ® O C - O CO W7. � 7 O 8 O O I O I SHEATHING E,1�1, �' �,N, � iJ F_ N. f -- - - -- C L I P L Cv x 4 x%4 - - — EDGE NLG• " C��- - . 2-3/4" DOLT5a) °9" CONC. bLOGK WALL I2A JOISTS�ICo ONE SIDE 3-ICod _ 4ril© ! 54 12a THE OTHER RA TER 1 _ \ � 3 w � II 3, n " 4x / /%2"x12 FLY. sPLI'E 2�4� !G^" F /4 A•5.. ICO A. @ Ca - u i 4 15 1 \ t---- 2- IC)x 2 WOOD 5C KE W5 W w/ 3-I61d EA. ENP 4 STAGG, STAGG• • \ L ,, 'L x NAILER 1 JolETS@ ' - 4x1© 54 \ 54 F i 44",KY4-xo %0 j• ICO ORIS � � \ F- -� --- i 2-'x/4" �I-TS (���° `� 2-3/411 bol-TS @ 7' ,f,,/ SH EATH i NG PHILLIPS PEDHEAD PHILL.IP5 REDHEAD ! 2,•Soucl BL-1 '2"x12"PLY - \ CONC. ANCHgKS LONG. ANCHORS SPLICE I� _ l.ED6GR t3oL.T5 - ---- I- PER, I3LK,TYP, Gt4$"o,�.`^7 _� - j 4 !rod EkEND 4 x B@ I2" STUDS la's 5EE N'� �GEI LI NG SEE PLAW FOR EEE ARCH. 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' [ � wllllern blurook a partners DETAILS sNEJET STRUCTURAL ENGINEERS REVISIONS - - - - -- --- _---- - - - — -- - - _---- - � architects planners � e� MARTIN & TRANBARGER LATE ' ,IL, P L A N K H O U S E T I G A R D , —O R. E G rJ tV ��� ��' 2300 newport boulevard 714 673-0300 YEVWURTBFACH,CAL 171.185.0716 DRAWN '7 i J newport beach, cellfornl• 921360 JOB N0. i ` - Z_w .i.Ft Ad ...,.:.. _..aai'► .i;;b , ,.,. 1s7F. ..,yy". .y.: ...:. 4,,.. ,.,,:;�,-- ueAiA�,G':' '1'�- r a•.rar .-- '' -.-rl ice.–.–.«.+;a,.,.ar':.,..w. - r NOTE I I FTHISM ICROEITH 0 ' 1 --- — L..-- -- ---- DRAW II•G IS LESS CLEAR THAN -- ' THIS NOTICE. IT IS DUE To THF QUALITY OF THE ORIGINAL – — DRAW ING. l;l�� ���1IIII� I���I�I1� ��I�II�II IIIIIIIII I�IIII��I IIIIIIIII II��I�I�I �II�IIIII �1�III�I��I�II���� �II�I�II� IIIII1lIlii..+tl111 ���� ��I1 �I�1III�I III�III��IIIIIIIII 1111�11������!I��I ���III1I� I�f�111�1��1�I�III�I�IIII�� I�III�1I� �11�I11��I��IIIIII ����I��l� I�I�I�I11 ����I1�1! ��I�IIIII MAY 23 J990----Now ; aaI 1y, 1' 5U12":.N' PAN ��'.,►.;. _ - -_ AY y___....---- _ — .. -1 y ---- _— -- --- -- - _ Lam: , i, .' f_ I�,KK ,rGG+" ; c;Z ` --G - - _-` - ExT _-- ,___ _ - ' ' ti^•r'12 _' �r - - - CN OPER 'hG.tiJFAGT'UitbR. �a _ Utz• �(-nR CFM 1.. CtL,.E "tn 2 Mlr l :►. G' -_ r '''..F'bL �Y .... ..E _ .1, �Yr Ir P1�1 «rrgJ�'_ A VC W6LHT 0 12EMA�1C� _ 5•p .:a 1r .a hit�• ,.b: ,t'," = �✓ G � .. G1l,riOf•15 COB / t.�! 1} ' LE G H�H_,x-'7j�.:;.7-�'� :i ..;,aa,��T1 F:,,A�f,,'4.lJ°F�I/ G4M� �� 115 .y16 '1� !7•r MM7,;v r Mir. Aot*r'1GL Z'r7 C 4.: RWAAS f l' .�0 �Ei-1 ��� i�6 t t_2+ d '4 �F4 IV, :;oM�b(►s*I�. �Cc>CtAt�ArMvc 1353- �'� � �.,i :, W ~• .. �� H .tar t I i,;••�, !ter► rt�x �----� ? prf, !�Co - O 6g1�'( �' , �� "':,'k".At; ' 'T'►:, « 4,44 :,0Hvl� �� 20 p ` t ,:j Ltd a?o.?• Ip7 E�1^Ivx A1:4•�g�MMIf '%/ -,rn�h�..•. F, v( _r-.._ _ ._. _L�. F I Q1 % r �(0><�.SIv'�• ----- - -�G-o-J3 _ —'�.a �`�r^�• i•up-T '�7�,",�'•'•K 61LTC1 � v4V�f�M GON'r ! ^ r _ Nva: ra'ov1 PIE -r- l (� 2v �- I �r�.T ,� c� 7 i woe -- - - - A/G r•1!'t may, rl I it bra rc,- 'T' r�s44 - POR Gor1T1 N J J�� G a��.TICr� _ JI GREASE EXHAUST HOOD NOTES �- _�•- ______-._-_.__, 1 . Mechanical contractor MUST provide detail - .1T1 r _ " w T' riA� U drawingsed shop aducts , plenums and equipment onnectinl� F � in 9o �Y ''"' • 4x,'P T,=N a acceptance will be based on approval �® E� OV✓HV`A-,*A iLIV - , ^- and compliance iance wi h shop drawin( s. d4t)1JTEt7 ' I v{¢►.t4 2�`v' o,�,• tXlt�+ilLb r4tN'Dt "/C`Il�i'_.:ic.tt�.J [ Ix mow. P t p 1 ® ,� FE.:� C• � CV k,T P�KD�•-f`. PA-�APtflL � . Ex;iaust plenum shall be ?06�rtsx 10" 14 - - -`- - ga . C�. �E'.iCA A'►: »�1 K-ITF\ `'� 00 OL KG ✓'F c �" I 15 I welded - -- - EX�dY�' A,..a_�U Agile 4XITPIRF gale. sheet metal . Plenum shall ex- �, r�Eti M !`��1 4 ,.D 1 rc� Ate Luc- . . rl E�,�`+ �Y(1.lAtn1 irVUr.'Tl&p � � tend through roof with above dimensions . o Once above roof flashing separate plenum in- E7 .El�r�linE0 -fcIL.0 i a.II,1rw �Ic L>IK�� 10. I:G) 1'kavE�•.I�v ` R.'+vtCE � ;?.� Ie to two 2) '�3'/,'V' x 10" plenums and taper at -' ✓y� .,` _- _ . _E _ v r ��✓oA�EI Tr'I► E� �T i�GtJ sp w�'}s v , , 450 angle. See Detail 8 A E on Sheet M-1 �� �.f:IL'r�G --- - __ 4'T- '- IICD�3�►��E-,J ` : and Detail D on Sheet M-2. Top of plenum -'- _ ' TL'I�-C^ G ,vlfJp � CJI GT -.rw I I 1 ,� E T��C�w•Iu shall be removable for clean out . - - iC/�5 1 12P Gr1aA��T 1ti, Jl� `" C' wAT1'- Irill I I hlL ZD G1 �!fadTr+Lrt CU�iLi'•.*I I1�.x" \�Al Ti-GL I •S (4) ht.✓I . Exhaust ducts other than plenums Shall be '-44, � PL I-re-H -! 1L.) 1r, F.t1d YvR� C�vJC2 ✓f�o�IPf frMl tp-TpM r 16 ga . welded gals . sheet metal with mini- - r ! rim2WO'TAl� Vl*eA+.�InotJ + -07°1�S 1 G '( eF mum velocity of 1500 fPM. Clean out doors ✓` ^a, �� - I r fid U4�b . ire rJ i�V F�`F-6OP 1r1/6'R f, eahabjl J�001* 14--4WLA,t WE.rka ruff . s ha l l be Provided where indicated and as u --1 specified . - ---- 4. Suppiy plenum shall be ZIP!/bx 10'," 14 9a . _ IF - - - - galy. sheet metal . Plenum shall extend i'1� rD �. .. �. ,r'�kr'Rt CAMr'�p. L.f ! I � .. __ ____-__--. C'►.i,� l through root with above dimensions . •a E, - n� ^) --- - - - --- -- - --__— _ :'EtA1LGaf4-swT. M-1 !9��J.::_ 6, oN �r',. �I - - -- ��+ .. '•. 3 } '-d TQL►.!y f'� G�I LL..E � _ --- 5. ►MlGr1AfJ IGA.� - _ P E UNIT ca�NTR.�-GToR S1 AL.L ��IG, � THE�M�:•TAT - r - EX TKAC-Tpf�6 I Fel SCJ I�PLY L,�G�< w�EIZE IrnI:�.T�U C:��►� TE L � N - x �� �. Mechanical contractor shall provide manual L4 -- - -- - -- --------- ---- - ------ -- - _. . ------.---- - __ _--.__- --- - ------------- volume dampers i n supply duct to hood where Q sjp•�. �• indicated. r-V See Detail 3 on Sheet M- 1 for plenum flash- - ., 1 r '' •�I,Ji. • "-_1irEir - 6 4n9 EI-4- 5' FL�Tjt-eW - + A-- . ✓ K, ..' l _ REA rt lExrab(�'EaT' FA.r SNALA, 4kVE Fu w.-r 4-JC1.rwIj •� l'1; - G'>♦•If•,d.V r �r H i Lr iZ � T';;.�„ r• - -^ I 1 �--� -✓ I'.. f:c t � `.�`'►''F-1.1 c '; a - CRL1 � rip � '� 'f�' Fj .•F.�- A 1 -_ -- - —------- - -._.-. -- - ----- - - ;�'J �•- __ �`;� .� AG�fG F7 � ,_•, � — i£ J' fir`• /N �� - -- ----- $;..-I L„ ,l ,T -A .rlr)• W^Tc.•►_ ) �E. P ;�”( .t:JF•.f�. E-,4 K'PG E -+a•c u c.� - - FU�Aiia..l ..4r! �H UG II' lJ 1 !i'4G a �-- K.d�i Oft-, 2 .p._ Jj GA5 ��.. !�v r. J "Y . `1 I � �L_`- G H U�CLILGUT _ 7c /isCk Zig " MG Fo. aorlTlCo. rArEi M 'GU G FEET aE1K MI. [F,,.E/,ca4 LFti i14 U i'E To 1R Ir1eT� I � G F- H U L�'_G ._F--E ET p 6 I¢ ri v V N - _ •, : .t;, - ,� .. „ • >5>s' Eea. I I 1_1 - -- -- ' rhe ti -- ---_- --- --- - - _ - - = �,�✓.� Z~ �'' �� ` - - . - W►_ _ - --- 1 M HCA INFORM 8 COORDINATE W/GENERAL COiTRAC- KTORALLSiZES & LOCATIONS FEQUPMENTASES , OPENINGS WITHIN 5)LSTJt`i DAYS AFTER APPR SHOP DRAWINGS. BASES , CONTRACTOR SHALL FURNISH TO THE GENERAL CONTRACTOR A DIMENSIONED TEMPLATE OF ALL '� i��'or1 E: 7 a j - - -- --- 1•'I:OY CF- - 1-1"1°121 't'HECt''lo _ TA'f `b ET BOLTS. i� I �l r' r',�'z 11. - �i(L'✓�-A 2. ALL DUCT WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT CON- , STRUCTION PRACTICES. MECHANICAL CONTRACTOP. SHALL WORK HARMONI _ `- - OUSLY A COORDINATE W/OTHER TRADES TO AVOiD INTERFERENCES P, TO 1�ybK � �w�/.y _� i �� - -- MEET PROJECT C014PLETION TiME . 1O - ,- 3. MECHANICAL CONTRACTOR SHALL REFER TO ARCHiTECTURAI REFLECTED CEIL- ING PLA1I FOR EXACT LOCATION OF CEILING DIFFUSERS, GRIMES AND '°+ �1J>✓7 5•IAId. �IAvE REGISTERS. : T1 N IJ o�� Y rI St,-_tp UC 4. MOUNT ALL T-STATS 5' -0' ABOVE FLOOR. 61ZAMh =o 4'7�, C N re_x'rcft;I a rZ 5. INSTALL MANUAL BALANCING DAMPERS IN DUCT14ORK 'WHERE SHOWN. 6. INSTALL '," MESH GALV. SCREEN ON FRESH AIR INTAKES 6 ALL EXHAUST FANS EXCEPT EF-5, 1 . ALL DUCTWORK SHALL PENETRATE ROOF BETWEEN ROOF FRAMING UNLESS OTHERWISE SHOWN. I H. DISHWASHER HOOD 6 RANGE HOOD SHALL BE SUPPLIED BY KITCHEN EQUIPMENT SUPPLIER. 9. ALL GREASE DUCTS SHALL BE WELDED 6 IN ACCORDANCE WITH ALL APPLI - CABLE CODES. � vN IT CIt�I;�Lx? U r _ L�Jr1ax i�GLfl'1! I! wrro Urj1T, .=i :• ry r , ��� ,.�-. .�G r tJ6rRt•�T�6EV Pe K ,tie, „•-- S rte' t[tc.dY ,v wEXc 11Y..0 - + ' s I_. ' �/- '.�' 140 v'- ,��'' _n. ! "1A-2 Al � � � � i r !� r1•--: � --G .-'. J \ ' • t � 1 I �LIRr1Ic�tC ,.. `KAM& 1 ('�CGF'`•�fi�+!&. Ass` �- 8, .l _ •I� <,PcK. L G QG 1 I �Ir ��. I r r ro rL1, a A:JX �,oNT,acT: t H—,-- E_ 4�14a. GDtJr1T' (tct�,�,ri:r1 r+ �� T 1 fN!EK OGk I g ^R. E� \ • I— �''E�r�h�E 'F- i/ ' r ''•an1T(L r°RIML t PAIN, i ,�.1 L!' r i^. �' L�� v/ + ice/./ -% G t{ HAK,n)E IG G /t,A►TG1� (;r.''! Z.0W -T_-, ^ • �� - 1 1 * d, +� 'c r� ouf TA E, r1*1'r.`-A~ TV R.tk.A rrAIZTEP M�►�i` �1 RA/nL -Ar�i r ” O F C'I bl� r n CT *A;t4 ISL-• It7►J �,, r ... . .«. _._ _y. i I.ip r0:f+✓ :•.r�' r-l_ —C 6,. �.K.. .. 'y M I`• : �1`,G.:N� A"r-jroi h..% -, fir'', �` q .. — .. +. d N r.✓I �A �. . i ! i '� �L• /N - O' G i•.•�J .ta v� _ j - co^IT,►�r-�, .N �._g - --, bO4.T ,uOf9v :;vCb) 06 k Cow) =F a I^Ii�. ►J I(�FI Irf.,•, two �F 1z" ;tj e• 4 �r1T It W-4 5>_1 ,� TG/Ir Pr j?A ,.�Qiri �, I 'Avl.;.✓ ( ��� Cy�� -= �'Y E✓G/•.'I�'Gd,i Cie!'�+-'�It,p��r-� `.r t^ /� rr�i� �if.:v lc•.a�G✓ �( i.,i��•rAV,r!•J ,V 1VlllIRM E. AIIIS(N;tf CA x'Y , ��✓r+p,.l'GAV �CJ•'r�AG'�^-- . 1341 �E: .„b '✓DGa't .. ',fi i�'-•T�.41r GliPOf�A ;�L MAA, �. t11lIFG�NIA N O �- • 4 ` bAUM ondASSOCIATE` A PLANKHOUeA '� RES& TAURSANT �`Or1"Al's ■ Win""- T■ SHEET , , I NCO* wllll�m blurook t pmren�ti HIVIsICN+sItb __ a �� �(H�.+O�llLI1. ,1s (,ATE I )• •rchlC�oE• I�nn�r• ' V,4N.1 �I }„� -- - - _ _ _. .-'_---- ----------- _._--- --- �' I(,r \ ) G � BJ(XD r,6-0o t. bo„yvl 11 714 973-o-7C)<_) mn I I,PA,NN 'L. �G , D NO. -,� /I n_w parl, bbnC1,. CoI�IOr n,• B2OB(7 D '�TA" L� ./ ✓ ► -� r OF 3 SH ETS III III ' ' iil 1I_1II�I_II IIII Ilil I_IG_ I_I_I_I_II_I I_II_I I 1 I Jill II_I I I NOTF: IF THI" MICRFII.WD YURANN; iS LF55 (LEAR THAN 1HI5 NOTICE, I? IS DUE 10 I III I III II_I'I�_I�I II_I_I III I III I I I I I I L�I I III I I[I,I 1I_�I_I_I_II_IID_�_I b11 .1_11 I III 111�l_il I_III_I VI1I�I��I . OP1(,INAI DRAW T NU,. � „ ' illl,ulllllll lilllllu lilt ills IIIIIIIII lilililll ulllllll luiluu liulull ullllill lulllul lullllil lui ulll, ,,;iII IIilIIIIIIiiII�INI fIIIIIIH Jlil��l►I 111111111 IIIIINII IIII�IIII IIIIIIIIi,IiII�IIIf IINIIIINNIf iIN IIII�IIII IiNIIIII IIIIIIIII IIIIII'lllllll�llll IIII�INI FF T. ot THE QUAL IfYr!F 14 MAY 23 • 91990 - - _. •I.Y1MYYrW Y 1 I I ,00 I 2- ^.. � 14 �`JsTati wdL VG1�Y�•m T��� VJe{I.l.. 1 r�I Lr r W I C I yI I Li1 d P� ✓IL I L S+l G1 r 11-r, vJsj�IC I.ltd.'t�c, 54-o?4 oboe ¢ rw- vr.,h 14.14Gv ;,fr A.cA li■ %G'i '�iKtO �JW4'1':GFM r�r1G; ,l,0.1 9"5 ;.1;MI ler .O — --. +'✓=• (pUCi!' I �''1 � IfQ 'AB 1 _ < sip's Iv 4rroe-pm Ok r ,�• - 1rr. rA,+� I rv•�(.,. 'O �t✓•3 ■ 1 -i2xA I I 4-OJ I�/','�'X.-fi ;_\' 2�'a' hp„`Q•CO("•L? , ✓_ ` .. � ._. I�G_�.I - -F-J r CD I 1 4 t � t I I e � GOw'�RO� •✓ x iv''%i I , 1 ; - 'Lp(r�'x'G �., •- � - I moi.: •�C�• , I I I r-1:,11.,A. ..��a•<,,I r I trAtyE� !8,�-r ' I s,:a.l2 12 IL'•', 1 I O, I O v'✓' 1 0'/8'■ G/:'N,".•.E•�� �� ;G■ i .'r i �'+- '16 r I +4 r- '1�0 A C F'1-,4.r �• ."�• .. • r1 �'• I I I wvF SLQ Co-, A 14.ro - I•�" Y I. I aVr+itx 4fa" .vr• 'l E G;:Ir -� ' i i j �• - 1 I 4 J ��..! i ice=-/L !✓x �. G•- I 6#5 224A, 154. ,� 1 , I -..IG l 04.4,i 4'-' 14 r 8 ,!�< 2— �s• 'Imo. It c1! 14 o4ov 2�.WIZ wr 0� •��5� zox,., Sw -001 _ e)ooL;Fti° ( -- �i•IGf►.N.1J V. 4.4 1ti►�L .rte 6 :.A: I L - _ I • -,uc� ra � Ac � I e• -; � I �� 1 .i ISI � _ _ � � - _ _.. ------- j Imo}I'L Gf2. ,, \ I 804 C 1=►� � 7Hr4 .l W-'- 7 MA•'Z 1 w I�cf 14wi4(, 1r r 9 Lti� 14, t M .-0 4c I _ I 4 j 14' a rA1­, ! ! I 1 ;�►. .� •.,ger CD I � Na, 1.33 SUROW T)Fl MAR � - .i 111 y, tdI1FUk,"IIA (? IF, SN[ET hAII►vt nrly n c�cln�� ; �,� PLANKHOUSIm. RI:rTAU13.1ANT � r 1=��1' IVI:ST �I:I'VIC:I: 1 INC* - � s�c�h-ecto ook 6 planners MI:C :HANIC '"AL REVISIONSM UATf It �t ' . � i 23(70 newport boutevsrd 714 R73-O"ICl(7 DRAWN v I� L. �� ✓ _�'-� -_..-._.. .__---.___..___. ___._._._ __`_.___ ._..__-_.__ / 7 r n i w n r • r r IL SKITS PLU ✓ L•r ✓ •I ✓ I �I t� t hwgr/• rel r., r e �Qf �) �) ` � l 1OA NO p45' C!'A.cM r rte, t'.• !1M'"• NOW.. ►Ir III III III III III III I I 1IJIIi I-I 1-II.I_i-II,I�_I—II.i�I4II III i-III lIII iI iI I III iIII lIII iI iI 1.III i III III�I?II III iI—jl—�VI�I1I bI I.1I-.I-1I III iIII lIII Lill NOTE: NOTE: IF THIS N -1 � II II II DRAW ING IS LESS CLEAR 1+IA THIS NOTICE, IT IS DUE TD _ THE QUA( ITY OF THF ORIGINAL DRAW IN[;. I IIIIIIIIICI fiil!IIII IIIIIIIII illilllll IIIIIIIii IIIIIIIII IIIIIIIII IIIIIIIIII!IIII Illllilll IIIIIIIIIIIIIIIII�;.;;!;!il IIIIIIIII iIIIIIIIiulllllilulllill�Imlllll IIII IIIIIIIIIIIIII IIII!IIIIIIIIIli III 11111111 IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIillllll IIIIIIIII Illllllll�llllrllli3OX MAY 23 , 1990 �msrau��:� �,1♦e r Gvij 'C•/. .'ice \w "',.!•. iK C '!. r.*, �,6 I, �&' .•rte.: I.i�i :.s"�1. , r r�si -� tJ►.. r -.. -t v o 's� r4 •, G A,.� •t�. a ♦ i N, 1 -a N 1 �lw�r.` �•r „G .:� \ J r .v �'�tY sr:. L, G �.CA'/ . r o i-'G✓ I � � I l \ I A _ _ A• . :ice ♦ 'E,�j h':�f"'Gv�,h '�/ k.fi. ;� j y roe-. /!. .''Z. I E 2.12 F.''144. 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DU G'i 5 r g 000c,ED ! ` 01-J Roo F ( 7YP) OfT 5-r PLUMI R To ;'I�c�/IDE 146-TA" "Y INUIREGY \"*STF- SNP/oR 1109KC0HW"7I144; PIPING THAT MA.-y' gE P fLqulKS.D• 1 i._CGA,T1C7, VIMI IG1.6 O V. 01J r �• I A/ _ 11 I �, 1 WATIP2, PRE�3°s ,'?EMP' RFILIEF � 1 ' NAKI'F.'. 0K ----- - ------ _lv,,L K t=- DiZhIN -TO FLP,. 14-0 or PF'.E3S/TEr-1P. GAUGE j ; i 6"(-- PASg - — ----�`N/ COCK a.l_TRIKIJAA'TG LOCATION 2 "V IK * /� - - - FOR PREGr=. T�-sr'1P, LIEF VAWE- f�RAI 9 F�) W FLR 91NK, sfl N r - -- --- - UIQIoN (Tyr) 2175 69 M 4/1"Ycl 900H\� To - ---1--- - -- TEST T19Q w/'/�"50v - - - - --L E ELECTKIC V 'F= c �o Cla005bT� - A►T�Ir,-* _ kwH0�E ENp � COCK at *Er-�p G�UC� � ED AR �JOT�� ; ,h, a�ou�INc� ( � I. �K-iNDIC&.?E:S 6 UIPMENT `3UPPL1F-0 0-j W� wn.0 �f.l��+tb?'!< KI'TCOEN 5-qul� SUPPLI EFl 2, &LL 101P1P C,0W0E•GTI00a;- 13Y PLUri1�IsR DRAIN -rc� FLR,51NVr, J'J, CAI IFORNik 0, G �oNuh� �sF �� �► ,TE � �. 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E � C. � ,yam � r..* • .�..r.� w L J"�►N o , <oO F ��a N 4 —.� .. -- -- --- - _ __.-� I i 1 '� architects c h I t e O tplanner ✓f G � I�r �Ev1aN�n I 1� DATE P f A� I K H n I I L.- I I I`� 1 ( —� Q^00 no wwwt boulovwd / 714 873-03do ' 1q,SftrNwRG�CIr•tun7�•war+l.0 ma•,>•�nsw-��tr ORAMN r'"I - {s I �y G.i �J �� ` 1 �� n*wport beeoh, / ooIHorn10 Sasso in Q N0. u. �, ,.:aJd. .,a. � ...- -....... _,,.�,�, ..�rJ _. ..fn�y�:�yr.�.{yy - L :;q.,?��� �w.I�1 '�,"Mc�1,�y+rs�A11�"`°,rM .9t�'�,t�r—,t$ w .l�Is�k' ♦ � .� "�MIOM" .r 1 111 1!i 11: 111 iti 111 111 1II I!1 1!I I!I I I Iti 111 111 1!111!1 1� !i I�il �i 1!1 1 1 111 II li 11 I1 1!1 !i I I 1 1 1 1 ill 111 Ili 11� 111 1 1 111 .11 Iliill i 111 111 11111 L1 NOTE: IF THIS M ICROF 1 I_ME 014 I ' I I 17 I I I ✓ I I Ib I I I I 12DRAWING IS LESS CLEAR THAN —_ -- — � �THIS NOTICE, IT IS DUE TO ___THE QUALITYOF THE ORIGINALDRAWING. iiiiiiIil! mllli, li iill_ __ T ___ _ � —1 MAY 23 ' J990 Y �1 F� i I ��A: rw 1n v _.� •Y ,.w. �s ' w.w-.+..-«rw. 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ELECTRICAL CUNI(tAC(Gk SHALL EXERCISE EXTREME CAUTION IN EXC AVATIiJG � r'1•�'�'� E.1T ;K'tu •ua.w ,:' • " Iti ►lt 11 a, �'tM '�•�r.-MS C:�IrJ.► 6 o11t .vf4�TltAhrrlT i .k AND TRENCHING ON (f'IS SITE TO AVOID EXISTING DUCTS, PIPING OR C:ON /tA ,` " ' ` ,} e l+' • DUiTS, ETC., AND TO PREVENT HAZAPD TO PERSONNEL ANWOR DAMAGE TO A J wJ r., >�Ita7 i�Aq ;Y �,'T 4.�d""' �Ha tiF •MiGT.r + I F ,"�I iIt CC�1-�'' !! � '� ,^a'�-«, ^•� � �, „�� ' , ,i '� �X�� �'► ,, � �>ti' I� i I ! k'.'. ,� EXISTING UNDERGROUND UTILIiIES OR S(RUCiURES, THE ENGI(JFER 1S NOT �•• kwl �_�,, = «w RESPONSIBLE FOR THE LOCATION OI UNDERGROUND UTILITIES OR STRUCTURES - ..1Nr, olaAlhl�t6i5l.t..v'-ly' r�M .,'` ' �' Z Ii.IChf►JLa L« c H.�1�. ,�1�.� i,l.r 1 I w4' WHETHER OR NOT SHOWN OR DETAILED /',ND INSTALLED BY THIS OR ANY OTHER nlAfAmA CUNIRACTS, THE CONTRACTOR SHAH IMMEDIATELY NOTIFY THE OWNER V- U+t r J+I' , x.: :.. ►I,iA wC CcuW^A{J INYJYt>jGo11 ` 1.,�.... 1 .a�id N __ _ ��1SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE ?RAWINGS �L I , r�t-1I`T" 'f ~� I ° AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CON- { s �EKb'1" t�N'!f'��tr:tt9{i ,•lll�t�K'+.>11�M .. ,y�t,n,.'+vN1Y� .•'.tk.�_r' I • S'.< I I ,, b r UCT ON St>,tETY. -•-- --- - - - _._ J y n s ' . 'c 1 fir'r.M 4 1JC_�, !r 1-J ft A- ij4&H ,P1i�'%h= I -7f> 1 -71� er-60 i y DIAGRAM R � ! �` REFER '(U SINGI` LINE DI M FOR FEEDER SIZES AND TO FLOOR PLANS FOR / ��' � 'IIcAr�:� I��,c;ir�rttp •T-•'r!�� •,ks"�rm.�� ti��ttD"a,-r>i+r� �;x•r.d►A.t�!' f� � M: . 'r.�s►ct�.tt :,wr,'r + -a' cc ..0^'dui. f> t 3 ,y :��z��.4T_._ 115a Sr.," _-_-r _,:• , - �,,_,. _ �. . w l _ PANEL LOCATIONS. 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I fif if lift NOR 1:31CIATES A RESTAURAOT ;Or,- � R �E J E R%v� E � loc . wllllem lalurook $ palrlcln�rnl T S .. _� F t Jt�F � �a('.lREVISIONS �EL.ECIRICAL ENfiINEERINdDATE _, _NEWPORT' BEACH CALIFORNIA JUNE P.to 7 - - ^ -_� - --r-�--,-�- - --asc_--s�r-x � � -- ___ . __ r•E F)1 DRAWN �^ ^ l , L�/'�I IyC erChlEec ginner• +_ PL,A �.J�r V1V �![� -_- ------ __�_ _- .M� __�_ .-. _ - - �., �T /� �'�'; C_� F?3O(J newport boulav�rd / 714 ®73-03010 1 I�1...� JI� /���'1 JOB N0 I j� ("'ID � ir.� �� ) nrawport beech, c�Ilfornle 9�HHp (��C-TG .,. ..+.1 +r�._ir•r-..w+wrrir�.- .w.........r. .Nn.-s+...r.+�,.�......,._. _...._....._.._..- • 111{III IIIIIII IIIIIII 11111 I IIIIIII VIII I IIIIIII 1111111 1111111 VIII I IIIIIII VIII I IIIIIjI VIII I IIIIIII VIII I I{I{I t VIII I i1;�111 JI,I I 11111111 IIIi II NOTE: IF THIS MICROFILMED -�� �r-- �- - 41 -- _ 1 41 , �-[T -� ' l t._ W 1�� DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DILE TO THE QUALITY OF THE ORIGINAL DRAWING. iiil uIIIIIII iilililil iill Ilii iiulilll illililii ililliili Iiiilliii iiullili Ilii ilii Iilillui iluliil61 Ii1111 ! Ili iu1 1111 iitllllll iI�11111I 1iI111�11 �nfll►II Iiulllli i1IIIlIII illllllll Iilllllll Iilllllll ulllull Ii111r11 Iilllilll IiiIIIIII Iiuliill Ii1IIlI1l illirilil MAY 23 , 1990 _•_ _ _... - .r.. - -++.rrti.­ .+.rr.•.�..r.�•-••�.�srurna.. ..,._,. ••-• .•..rl�w,�aasll4�'1d w1"IWh�awrr.wy.r•s...�w��rMatae� ,. } .i - - - .. - .. � - �.., ..,`'a. -��' '.� �, �vt'' � .. ... � dP,r,','..I. _ � 'T 'P•1-..-.». r11�,,.. J ..j• c '� .,�i�, a►7" :�'. a"�'11Riv�.. "Vc"-�+.,'!y'-iV. ��� ,�••�i:�,'_,w_•• a-!: I. ,aL_L. D,MIMPLZ 4 -'Wi-1CHEZ w.E . 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OE RE FFA NOTES r�(�`� � 1 1, REFER TI THF ARCHITECTURAL PLANS ANU I� q UPPI FOH Y RAYCIATION NOl IG i�FG2LII•F''M6.h,,1•T PLpN -'- - I .__5�- ... ,.I ,/ -. ..._ La� i @_-,�j yc�LO,. 1■1 ASSOC RIES DIRECTLY TU THE EQUIPMENT f0 RE Sl1PPl IF.0 BY RAVGVAL DESIGN I J ( I 1A1/1�-Y.'r1�F�Krr�ZER ~»+r` ui ASSOCPERTAIATES,INC (JL_LJ Wl i►V('r NL GN ` LXio IE+F; r-I4T%4&xa' 00 w 7. THE FLOORS CONTRACTOR IS TO PROVIDE NUN CUMRDSTIOIE OVEWALLU, DCEILINGSBELOW I J Z I WALK-(1� G(SOtLO%. y� AND FLOORS I6TCO COOKING CONCRETE SLAB, ETC1 REMIND• DUCT ANDDOMPLY K -� �I��-I 1rVqw PL-4N J 3 I (4�Q�'tJ RE?r.I( F-1�hjtp C►r[� ALL EQUIPMENT CO ES TNG AND GREASE EXHAUST HC10pi AND DUCT!1'0 COMPLY I V1M WITH LOCAL WIRES r`4 El_�GT RIG .L11_ J 1 SALAD REF'Klvti XMP D)6� J GENERAL CONTRACTOR SHOULD NOTIFY RAYGAI DESIGN A560CIATES INC FOR P�-Ar'I ; nL� `p L�► 1_4� ( �LQL At+IL;r�a.H-Ici�r'I FIELD INiPECTrON JUST BEFORE THE SLAB IS POURED AND JUST BEFORE THE 7 ' u 15 I ftCR 1zF KI("Kf P $Of. L ( F�la�►L, A.1tIQ.&P1artl<M` WALLS ARE CLOSED K. ry '1.._`, , ��,ah iIN PL pN J b 1 8►�C.K�AR Q�f+R.I; ,RI►, � Ir 4T (� 4, GENERAL CONTRACTOR OR GENERAL TRACTOR'S OR SUR CONTRAAL UE ARE ,i L t7 �G� I REQ GIG7lFIf7F`F y.� JHK _ � TO RECEIVE 1C CO 1. OESIt3N A6RE 1401 S. INC. E g SIZE A IF RAVE D LIVERY 1 IL 6 L'F_T 1.-I nt Ivr ) I�I��� J , ( �IEVE x[��F Ib�.QA�?� bAt_G L�� , w}�,4U1�}1 1r�d},) �}[:*��}� \- _•.II ASSOCIATE,INC. UII CA O CAM ARE NOT AT THP .IRO SITE AT TIME OF DELIVERY 1 l trV �G 4 T PROVIDING THE DING CAN BE SECURES 4) 1 w K Orr,._car dCX I-J O I", UN I-r J 8 I �[K�� IZE.FtJOKATEV IBASE- !i IF THE ORSH CONDENSING UNITS ARE LOCATED IN AN RM AI ED ROOM THEO12GENERAL t J Q I �`yo Q` 16L�,�L� ��5� CONTRACTOR SHALL PROVIDE C"uQl AND UH WARM AIR AT THE RATE OF tIUO L2 ) rt -1 VWF FG ii CFM'S PER IiOFl8EPOWFq LCR(J>;S THE CONUEN3ERS 14E TFM►ERATURE Of 7ME I K p EX_f'Gf-IC�CU F�l~f „r-I�.�rll. (� ROOM MUST NOT BE BEL CWV 36'F OR NOT OVEN IC7CYt 11.aL IF THE HE GENMINnERA UNITS CONT ARE LOC/1TEp OUTSIDE THE BUILDING OR ON THE K h �iXTLI{�[-, 1-.;E•rQ I L.� r 1 �KI •Y � ROOF, illE GENERAL CONTRACTOR 9/1ALL PROVIDE A PAD AND HOUSING WITH ;' 'r"1 _ AKN WA�� COVGhIw `1y SUED ON RA AIR MOVEMENT ACROSS /N CONDENSERS UNLESS OTHERWISE.8PEC1 .-� K 10 r- I x T U k E 1.1 E TQ,I L..Q,� FIEDGE GENERAL I DESIGNORIST9ASSOCIATES,INC PLANS y I ( I (, •T1��el� r,/��� ��'�. R. THE GENE RAI I)VING ART IS Tq PROVIDE REQUIRED BY LO TO CONDENSING UNIT � ,' K i I 1`I x T I�FZ-(� �Fi Tdtl� � R {-a!Y R W � � + OPEN FANG OR Ml1VIN0 PARTS AS MAv RE REOUIRF.D eY EOMI CODES, , T 7 IF SPRINKLER HEADS ARE REQUIRED IN THE WALK IN FREEZER, THE GENFRAI 1 F k I �, 1- TUR is '--' I I�IL CONTRACTOR SHA(I MEOUATELY PROTECT AGAINST FREEZING EWE. 'i Apir R WHEN CONTRA AREAS TALL ADJACDOU8LFNT NOISY OR VIBRATING EQUIPMENT THE OEN ' k 13, F i X T u$I E 16iOM� �C..6 _ y lV4 Revision nt,t• _ ERAS CONTRACTORSh1ALl WEIEIEBTIJDANOSOUNOPROOFWALLS. t�l � IKQ AOYtO�OR Date r I 17 A THF ,ENPRAL urltHACTOR SMALL 1'ROvll)E onocim CLEAN AREAS WHERE EQUIP i I TORMFN19 TO IIF INStONSIB AT START Oft(OF LATION.THE GENERAL C SITE RACTHE i I �IX•'I l.J� !'°�pM�1'�ZiCh fie* �M���,� TOR SHALL BE RESPONSIBLE FOR�CURTT'r•OF CQIIIPIIA�NT ON THE JDRSITE THE CENTRAS CONTRACTORAH. AT DETAIL`ESE FtEFTCPOH181EX T FOR CLEANLPAND DISPOSAL s, K I LIC F-IT t= i ye-Top E. QE'r'A1L5 CANTONS,tHgSH,l:RgtER.DEdRIi,FTE' ATTER THE IN9TALLArI6N OF f li(TURES. l _ K=1 I Bus" IREIIE► / 1111 III III III III III III I I III III III I I III ill III III III III III I I III III Ill I 1 III III III LLI I III III III I I III I 1111 111 111 111 111 I I III III Illllll 111 1111111 I I NOTE: iF THIS MICROFILMED ( I 11 I I I �f I I II I I ( 4 I I I I I I I I I 11.i I JI i 1 . DRAWING IS LESS CLEAR THAN 1__ __ ___ l THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL � I l DRAW INh. IIII�IIII�IIIIIIIII�IIII lilllllll illlhlll IIIIIIIII lilllllll lilllllll lilllllll II Illlllli lilllf'I�I lilllllll illlllll�l`�!iNl i1111���i�i�Alui i�f�I�IH `i1�1111 iml.lul lilllllll illllllll illllll��llllllllilllllllllilllllllllilllllll lilllllll lillhll��i�lhlll lilllllll illl�llil MAY 23 � �' 91990 nnA Ir �pp �Y I (al�; o° �- 1 r2 3 � t; 1�R� hI T"EG?"U�L�t�� - --- . t�0. ' t%Y. f;IPTIo►J NQ+r !s� of-, wry 1M �r ISP' _ m/, RT-., I I FLooR s�I1+lK 125511 P�W/1 2 I rl.Ga0111 $I►J F� — 14'15st F'M/F 'c a ) 1�1T'i@+c 1N�F1'I J G[L'�Lt1R PSL ow W =11. J 2- 3 I OIPe.T WETS- G4M`F'ARTM t4T 2IIrIK. Ll►.1R a FzE • f I rAf'__•yn1t�ER h"'talacali- - - - 1 B t l _ E 1 > L41I IJ� WATBR %/j,u 8 Fr�JGFf"fv PFt '1-� �Ilr•IK UNIT F5 11 { _{v � 9 5 . ✓ Irk ALk,P-j"a PFS IPCD_ 1 K IJNIT -_ - -- OL Fla?§r {E (422 - -.. 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'fAMK T'GW rANOt,KOV -- � --- -- - \�-�---- Ho ,� I ,-• ' ( FLDoI� SIr.11L r:''h�a FwG �ot�fJ�<-�f 3 +�M�'Ai2•-r1�1�.rJ`fG� IJrJDEa - �SIPJIr�i �1� .. t:EE HoT1 ** I� /YITICLOADbAPL,�4BAI.K IZOVYJI�TIj PI.VMI�I�IG �{tYM®OL,s t AIL PLUMBING OUTLiTSIR000N•INAND CONNECTIf7MBIBNOINNONTHIS PC.ANARE t♦ ►LUMBERTO•CONN1t1ANDRUNALLRETAINCINFBFROIAREFRICrERA11' r,OM �OG f W. LOAO GAI 1W VOLTS I. �al.Et'tK'GAL'(iLNT�/GTOIZ TO INTM ONNI'GT "- "'- FOR FGIIIPMENT TO OF. SUPF'I.IED BY RAYGAL DEa1ON AMMIA'r", INC QA THE BLOWER WILE THRJIN+N THE SLEEVES IPkQVtIKUI AND TO 1HE FLDON s►NKB GOMPO14VNT05 Ah INDIGA'rRp, 'rHF DRl GH6NLI- 1„ H COLD WATER ---_ OWNER U SHOWN ON THE IONS IRE PLAN FRFIN AVAILABLE NT SE LE TION DRAIN LIMB MUST !3E COPPFR ANTI NO WALLER THAN 1HF DRAIN COWArTION. , ale: IVO�`!°3 ,� I GNI �1 r4 8TvmAea X14 GAL 'r/+NK WITH MIGK0�91NITGH P.;�ID AJOL�shOID FINAL OUTLET'S AND LOCATIONS ARE PENDING FINAL EQUIPMENT SELECTION{ MOWN d +� F, S. tt� HOT WAT Z H •AOID ARRANGEMENTS. REFER TO THE ARCHITECTURAL PLANS, THL OWNER AND 15 PLUMBLR TO PROVILIE 118" MARL) CUP"R TUBING ORAIN I INE 1A INCHES DOWN _ -- GMi ALVt: r, Ot: I, EAT rF,D 'NN,�1[� HOW, _ _- ,1- I -IGHT ----•-- •-•------- Vd GENERAL CONIHACTOR FOR ADDITIONAL. PLUMBING REOUIRfiMENTS. ALL FINISHED CEILING IAT SLOY+ER COILS IN)VALK-IN REFRIGERATORS AND FREE?. �4• I Gpl� wA•T'�� 11 �11 ',fin - ON /LIEN. B. NOT WA T R U ( 180 U( , MORK MUST COMPLY WITH AIL APPL ICABLC CODES FRS) CONNECT TO BLOWER COIL WITH A IS ELBOW AND RUN AT A MINIMUM FALL *8 &L jw'P-X+CF�. A" T 1 ALL. HORIZONTAL DIMENSIONS FUR ROUGH INS ARE FROM FINISHED WM tS ON OF 2 INCHES PITCH PFR 12 INCHES RUN TO FLOOR SINK.INSTALL DRAIN LINES IN Y IZ0 �OVr GONT"L �J t� r�4N mrrTON Z•rLiAMDING GONfI►,/IGrOR TO IN�i'fNLI. �L�.I�DIC �, N AT U R A IL '.1 A S . FORE WALl5 ARE INSUI ATEE! DRAIN RUNS IN FRFEZER MUST BE A MINIMUM RUM SURFACES OR CE LINE ,^ OUTLETS AL CENTER LINE OF OUTLETS UNLE,S {)L,l L�(FT P��/IQ�•p J`�� 4 h (es._,/4r., '�•, a .•_ �# Q L7 Vnlc� � hw1-rGH - IN GAh WHO IN LOOKING G•ApINNBT. - - ------- ------- - �•--_---- --------•-- rITNFRWISf NOT ON THIS PIAN OR RAYGAL DESIGN ASSOCIATES INC DETAILS TO PREV[NT FREEZING 1 .� 15 DI R It C T WA 9T It _ 1 At 46GHT DIMENSIONS OF ROUGH INS IDR ROUGH IN DIMENSI!'•NS NOICATED 16 PLUMBER 15 TO FIUN AL L WASTE LINES FOR ICE BINS WITH COPPER NO SMILLFR - GONDOL r /�`' U � "YGAL 900)IGN AAX)OGIKr0h 'NILIi o1'ArrLl' — ---'-` - NY 1 ARE FROM THE FINISHED FLOOR(NOT TOP OF 1 URB)i0 THF CENTER LINE THAN 1NE CONNECTION SIZE INSULATED AITH A MINIMUM OF•4 INCH INSULATION 1-'r y'�✓-)1�/-Y�P' A04 TMirc FOLLOWING: B F 1.00� S I N t OF THE OUTLET TO PRE CONDENSATE DRIPPING f I I ,. I) PLUMBER IS TO PROVIDE A If INCH INSULAIED RECIRCULATING NOT WATER SYS. -r -- t` s T _ _--- - -- - . —_ _ u U1 ON100 ONLY MIGRD-JOWITGH - __, _ __.._.�_—.._. _. *..ALL PIPE OR TUBE TYPE ROUGH INS TO STUB OUT OF THE WALLA,FLOCIRS,CFIL i PAY i�l tJM Et¢ µ(.cm Pj� Y� T ' ' INGS.TOP OF CURB,ETC.)INCHES OUT OF FINISHED SURFACES. lEM TO DELIVER WAS WATER O 26 POUNDS TU)W PRESSURE AT TFIE REQUIRED ) ONks ONl V ���OW r�vN 7 F L OA N BIB ( w 1 4 h half f Oter ) 6 REFER TO THE ARCHITE;TUBAL PLANS AND THE GENERAL CONTRACTOR TO LO G P H.TO THE DISHnA HER ANn OR POT WASHER - - - - IOW -1 �- 11 __ I ?'ILY GONTA(1rOR ® _ .._ __ _ ._. .,_�. TE WAl l8 OR STRUCTURES NOT ERECTED WHICH LOCATE OUTLETS 4S SHOWN 1S THE GENERAL CONtRA;TOR ly TO VERIFY ALL.OUTLET LOCATIONS BETORE THE �� 1 oaf�� /` � � ' � uHI2C1� '•^ " /IJ'r r/1+ --� -_ J C d F THIS PI AN SLAB IS POURED AND BEFORE THE WALLA AND CEILINGS ARE CLOSED�UNFIRM M F t n 0 R �1IN t ( with 1%,111 Qtlt•r ) LNG IODATIONS COORDINATING AL1 OTHER TRADE LOCATIONS 1� II A K"Y K"ET ( B 'ALL FILIOH SINKS INDICATED HALF-IN AND HALF OUT OF CURBS TO OF A- FINISH L -_.-_- __ ._ _ _,— J - -- - -' ED FLOOR LEVEL At L FLOOR SINKS WMPLETELY SURAOU14DED BY Cl�Rll TO BE M j L UO N IDdAIN AT TOP OF FINISHED CURB SET FLOOR SINKS FLUSH WITH FINISHED FLOOR IOR . .I Y J �A ASVVF OR BELOW FLOOR IF RFOLHRED BY THE LOCAL CODE 1. --_---_----_-� vL!a'-fi,w/'4, A� II, --' *1*IAfI Ir BALL• ( rOY �_-LEI ) 1, ►ROVfUEFLOCKORAINSASREWIRED.SET FLOOR DRAINS TOALLOW FLOORS TD ^- -- '----`-�`- '•(/t+-rA/�'fOR� -^-- -'-"'•'-' -- SLCPF SFT FLOOR DRAINS IN DEPRESSIONS TO SLOPE IN AN 18 INCH DIAMETER 11 -PIPING OUT�1H1R WALL* ( final •DILE)♦ Ian$ DISHAROUHDTHEFLOORDRAtN _o�erl rss_e_ass _ _ 6 PLUMBER IS TO CONFIRM CLEANOUT I OCAIIONS WIT14 RAYGAL DESIGN ASSC ^ 1 _ a� J, - - - - _ -•-�,-_-- CIATEb.INC.FQII ACCESSIBILITY, co u_ ��N fRYpIC rnw !T I _ 1� •A4S 11 OI D �A Lr s B PLUMBER 18 1C1 MAKE ALL Cf)NNF.CTIONS TO EQUIPMENT AND PRC)VIDE ALL INTER ( 4 7& P GII[G Flo CONNECTING PARTS UNLESS SPECIFICALLY 5►FC•IrIED ON THIS PLAN INTERCON V�Y �,r'1�11 I/A[I C A MSOf IOw NECTIM3 PARTS SPECIFIED ON THIS PLAN TO BE SUFILIF-D BY RAYGAL DESIGN AS lgKEALKLR, .., . - �- K)CMTO$,INC SMALL BE INSTAUED BY THE PLUMBER. IB MQ to U T- Ott Ti Lr N it P�I.)MMER 18 TO PROVIDE THE FOL.LOW111G -_ _...w._....-,_...--�- - .A SHUTOFF VALVES AB REWIRILP eY CODE } lL „• LIp• ( '�j'") #OdOi- 1 M B q iiSR`• wAt1E BHOCK6TIJPS IMO W b OR EGUAU ON l)LA55 Fll LE RS ..__ __ ALL FAVGI:TB FOR SINKS UNLESS OTHERWISE NOTED - F--- GONI7UIT �` I., - -- n Ati VAI-VEB TNIM, PRESSURE REGULATORS TEMPERATURE AND PRESSURE ►y WITm 1rIMQ'>•�b �5.����- 'JAcnofTV FEL�AK VALVES, FTC. AS RFOl11RFO BY THE OWNER,ARCHITECT OR I 7 -- _ NA Rs�1�1oa Dai• Rl I , `ti J I I 1 --- F113LU 1MIKINu�RY f HNi ! 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I AND ARRANGEMENTS. REFER TO THE ARCHITECTURAL PLANS, THE OWNER AND I THE GENER%L CONTRACTOR FOR ADDITIONAL ELECTRICAL. REQUIREMENTS,ALL 3. 120/208 VOLT B'-0" .� WORK MUST COMPLY WITH ALL APPLICABLE CODES, PIGTAIL 2. FLECTRICIAN IS TO MAKE ALL ELECTRICAL.CONNECTIONS TO EQUIPMENT AND DO ANYINTERNALWIRING INFIXTURESAND PROVIDE ALL INTERCONNECTING PARTS 4• O CONDUIT/ SLEEVE UNLESS SPECIFICALLY SPECIFIED, ON THIS PLAN,THAT IT S PROVIDED ELECTRI CIAN IS TO MOUNT ALL ELECTRICAL PARTS SUPPLIED LOOSE ICONTROLS,TIMERS, a• JUNCTION BOX �__ - -- ETC.)AND FULLY CONNECT THEM. - - 3. ALL HORIZONTAL DIMENSIONS FOR ROUGH•INS ARE FROM FINISHED WALLS OR S. 'e 1£0 VOLT SINGLE RECEPTACLE SURFACES OR CENTER LINE OF OUTLETS TO CENTER LINE OF OUTLETS UNLESS +I I i I •� I OTHERWISE NOTED ON THIS PLAN OR RAYGAL DESIGN ASSOCIATES,INC.DETAILS. 7• I� 120 VOLT DUPLEX RECEPTACLE i I 4. ALL HEIGHT DIMENSIONS OF ROUGH INS IOR ROUGH-IN DNhOENSIONS INDICATED 8'r 8 ►/11 208 V OLT RECEPTACLE iI "I"I ARE FROM THE FINISHED FLOOR (NOT TOP OF CURdyTO THE CENTER UNE OF �D 5 ALL CONDUIT S1' HOUGH-INSTO TUB OUT OFTHEFIOORORTOP OFCURB 4IN- CHES OUTOFTFIN SHED SURFACES. O _ ,lga 6. REFER TO THE AHccHI?ECTIIRAI_ PLANS AND THE GENERAL CONTRACTOR TO LO- 1e DROP CORD Reoeptaele at} Cord, sip CATEWALLSORS1tic rURESNOT ERECTED WHICH LOCATE OUTLETS ASSHOWN ON recept►.ele by the electrical contractor. Cap . 1 I THIS PLAN. 5- to be twist look type •�.,,_ 7. ELECTRICIAN IS TO PROVIDE THE FOLLOWING C A. ALL CONDUIT JUNCTION BOXES,WIRING,RECEPTACLES,ETC.AS SHOWN ON THIS PLAN. �I I o I . • j B CORDS. CAPS AND RECEPTACLES FOR ALL PLUG-IN TUFF EQUIPMENT UNLESS SSOCULIES NC FLFCIRICIAN IS TO SHORTEN ANY CORD IF REQUIRED. G OUTLET SPECIFICALLY' INDICATED ON THIS PLAN THAT T IS SUPPLIED BY RAYGAL DE- I1 CEILING ---�- ---- ----- ---- C. MAGNETIC STARTERS AND THERMU-OVF.RLOAUIPROTECTION ON ALL MOTORS IQ. .` WALL� LIGHT OUTLET WHERE REQUIRED. 4 1 0 POWER AT THE CONDENSING UNITS AS LISTED ON THE REFRIGERATION PLAN F© CLOCK OUTLET I ( I i AND MAKE ALL CONNECTIONS COMPLETE WITH DISCONNECT SWITCHES ANO � _ _- MAGNETIC STARTERS AS MAYBE REQUIRED BY LOCAL CODE. 14, SWITCH/CONTROL 1 I I IF CONDENSING UNIT RACK IS LOCATED OUTSIDE ALL ELECTRICAL SHALL 8E VAPOR PROOF. 15. P SWITCH WITH PILOT LIGHT E. CONTROL CONDUIT AND WIRES FOR DRY CHEMICAL FIRE CONTROL SYSTEM OR _ FREE7ER DEFROST SYSTEM.FREEZER DEFROST SYSTEM CONTROL WIRES SHALL 18. $; THREE WAY SWITCH --� I � � HAVE FOUR WIRES IF ONE BLOWER COIL IS USED AND FItIE WIRES IF TWO BLOW- _ '' .' ` ER COILS ARE USED.WIRESSHALL.BE COLOR CODED. 17, DIMMER CONTROL F. STAINLESS STEEL COVER PLATES FOR RECEPTACLES AND PULL BOXES 18 y<� VAPOR PROOF I' 8 THE SYMBOLS ON THIS PLAN INDICATE LOCATION AND TYPE OF OUTLEi ONLY. vP _ • -- -'-'"""" - - ELECTRI IAN TO PROV OU CIRCUITS AND CONDUIT RUNS AS REQUIRED. C 5. FIXTURE FABRICATOR TO LOCATE ALL OUTLETS AND SWITCHES WHERE PART OF 19. � MOTOR 2- - ------- __ ® _ THE FIXTURE, BUT ELECTRICAL PARTS AND INTERNAL WIRING TO 8E PROVIDED BY THE. ELECTRICIAN HOLES AND ACCESS FOR ELECTRICAL S TO BE PROVIDED BY l^J HEATER 1 I THE FIXTURE FABRICATOR.WHEREVER ACCESS ISNOT AVAILABLE FOR THE ELEC TRICIAN TO RUN HIS LINES THE FABRICATOR IS TO INSTALL SUITABLE CONDUIT 21• ® BALLAST FOR THE RUNNING OF SUCH L INES. �^ ' I 1U, ALL RECEPTACLES TO BE SET HORIZONTALLY. >?$. �� FLUORESCENT LIGHT 1 GENERAL CONTRACTOR TO PROVIDE PVC LINES,PULL BOXES,SLEEVES AND ACCESS -` - - ••- -�-•*A+= - - -"'�'- ---.:::vim _ __ ' FOR REFRIGERANT LINES,DRINK DAPENSER CO2 AND/OR SYRUP LINES,OR BEER ea• TELEPHONE _ -�� ----" ""- - - --- - --- - - ('02 AND'OR BEER LINES AS SHOWN ON THE REFRIGERATION PLAN.ALL PVC RENDS 114 THERMOSTAT �� -- - - 10 HAVE A MINIMUM BEND RADIUS OF 24 INCHES. FACTORY L'S AND 12 INCH �--� BENDS ARE NOT ACCEPTABLE IF THE REQUIRED 24 INCH ]ENDS CAN NOT BE OB TAINED 24 INCH BENDS MAY BE DONE WITH A TORCH PULLING SOFT COPPER TUBES 26• OO SOLENOID VALVE THROUGH I.ISS THAN A 24 INCH BEND INUANGFRS CRIMPING OF LINES CAUSING opaille it) t1f;t�{� fav G:�Ilfr%'(/1 LEAKS >Z8. WIRING IN WALLS CEILINGS (rough-1n 1 12. THE REFRIGERATION CON-rRAC1OR MAt SUPPLY TRANSFORMERS FOR SOME >i7 WIRING OUTSIDE WALLS •!c CEILINGS (final - (: l'• !-'! fel-i�I'• �''i�E] ! MOTORS F ECTRICIAN TO MAKE THE REOUIRED CONNECTIONS TO SUC14 TRANS- ....__._-._� FORMERS. connection ALL E 13. OUTSIDE THICAL WONGTO E IN UNE WITH H HOODS.ROOFM TERIAL,FREEZERSUR 28 -, WIRINO ( in cabinet ; conduit &/or boxes supplied, 0 OUTSIDE THE BUILDING TO BE DUNE WITH VAPOR PROOF MATERIALS. 14' THE GENERAI CONTRACTOR IS 10 VERIFY ALL OUTLET LOCATIONS BEFORE THE Wiring & receptacle by the electrician ) _• SLAB IS POURED AND BEFORE THE WALLS AND CEILINGS ARE CLOSED CONFIRM- b -»J I I•,I �I�i( �71� TNG LOCATIONS CGORDINATING ALL OTHER TRADE LOCATIONS. 29. -111Y-- CONTROL WIRES 7 .A;S r IS�Ls!"E1eT01'}{� P.iCGH1�" VRAL, FLA!,f, gprt 30. -�� - VAPOR PROOF CONDUIT ` Vie 'M'KO&C-7 LOG_►�'IorJ OF• WALLWAsH�) 31• 4-=� SLEEVE \l Q G't"-s I L_i HC. D U7 L_EFr'5 GL- 75,0V7L.f%-ry.• 3>s, (� ELECTRICAL PANEL LU 83. 4 �--Rough- in by electrician L - __ o 4 Juno tion box in fixture / \ fl�lll'� (7 - +-Itemr !rom rough-fn in broken lines are by -t- i � 1• the electrician �- _ �I r ' \!-- -hQ , �p�13'r"• f�'f�• hIIJ�' f,.� vA� Items from rov -ln In solid lines are provided L l7 �h1v Y411-'Ido but connected I the electrician , l �Numbers indicate Item number �`•'`> IR(.1 •i' f'`i ( ��I�I P�(! \ __ -_i \�``�` --- . . /_--_.._._. �_ 34. �� ROUGH- IN NUMBER Q f' �� �✓ t4 wpr.T*� KP2ulr;6r.' WA" WASHLlikf5. 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OMI ALL DIMENSION" ARE FROM FINiLHED SURi;ACES UNL186 OTWERWISE NOTEU ONYM1 2'-0" 3 "V ��� 'V�nQO{'Q'fox � 1. _.. STUD WALL (SEE ARCH T'L PLAN ) MALL F NISH6"GENERAL CONTRACTOR SHALL MAKE AU.OWANC48 FOR FLOOR AND � Fitft�• �■} — DEr.1�i�RY — ) — — ]. ALL CURBS TO BE FINISHED SMOOTH AND LEVEL OU TM BE SURFACE6, AT TM i)' fi Y$OLy� {r• CURB AT WALL IWO OUTER CORNENS CURS 16 TO SQUARE r Z I� ; 2. r —F�-1 STECL STUD WALL (SEE ARCHT'L PLAN ) S FLOOR AND NH H RADIUS S0OV1 PAECE FACE UF Of CURB CURB iNTS. CT THE FIN SHED ��,� -!P3/411 E. CANTILEV@P BRACKETS FOR BO tiftutIT PROVIDED By RAYGAL DESIGN AfiW. GATES iNC."HALL S!INSTALLlD SY TNk OlNENAL tXkITRACTOR IN ACCORD!NCE -T,0 c- =PIS, woe ! 3. ���t � MASONRY (SEE ARCHT'L PLAN ) W04iWifaPICATIONSANDDIMiit IONS/ROVIDEDSYRAYOALDESIGNASDOCIATSB,' I. THk GlNl41AL CONTRACTOR SHALL FROVIf1!BACKING AT E p T 1 ALL WALL I CEILING & � MOUNTED lW/NN11lNT. 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