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i- <br />2- 3 <br />1 /2" <br />F D F <br />CY #14 SMS <br />S/S <br />BRACKET <br />POST <br />2-- 3/8*0 HOLES <br />1 1/4-0 HOLE S/S POST <br />CC TO INTERCONNECT <br />A COLI (till 5 -WIRE TO REMOTE <br />STUDS REFER TO <br />ARCHITECTURAL. WALL TYPE <br />BRACKET <br />REFRIGERATION RACK <br />`� <br />16 GA S/S OVER SHELF <br />' <br />_ — _-- _ -- <br />_ _. _ <br />E viiI. FREEZERE <br />WALL BACKING,S/S <br />PEDESTAL DUPLEX4�'REFER <br />TO 1 /FS4.O POST CLAMP PER <br />B B C <br />�" PER <br />FOR LOCATION. MANUFACTURER,1 <br />1 CLAMP PER FRONT <br />5/8"DIA. S/S SUPP®RTS <br />3 3 <br />LL <br />_j <br />< <br />AND BACK �'OSTS< <br />REMOTE REFRIGERATION ONsSFtELVING <br />LEG TYPICAL SEE SIE EWFOR <br />1/2" DIA. RIGID CONDUIT <br />ROOF (VERIFY LOC'N) SEE <br />MOUNTED THRU TABLE TOP TO <br />SHT FS7.0 FOR ELECT. <br />► ILOCADDITIONAL <br />IL <br />DUPLEXS <br />REQ'MTS . PANEL <br />, <br />S/S PEDESTAL DUPLEX <br />° <br />� ELECTRICAL CONTRACTOR (E.C.) TO WIRE FROM ROUGH --IN POINTS A. B, C. D. E <br />a- N <br />S/S TABLE TOP <br />L5 " I <br />SEISMIC FOOT <br />Q <br />& F TO ALL COMPONENTS OF WALK ---IN ASSEMBLIES INCLUDING COMPRESSORS TO MAKE <br />i t <br />Z (0PLATE <br />S/S 2x4 CONVENIENCE <br />A COMPLETE & OPERABLE REFRIGERATION SYSTEM, E.C. TO MAKE PENETRATIONS FROM <br />: <br />� <br />-i <br />Wk <br />OUTLET INSIDE CABINET <br />ROUGH -IN LOCATIONS' TO INTERIOR WALK-IN BOX AND PROVIDE PROPER SEALING OF <br />� + <br />s <br />SAME PENETRATIONS (VERIFY SPECIFIC REQUIREMENTS WITH GENERAL CONTRACTOR). <br />""I <br />S S RECESSED HOUSING <br />SEAL CONDUIT AFTER ALL. WIRES ARE PULLED. <br />2-10 SMS FROM <br />a <br />1/2" EXPANSION <br />C H.G R73-1210 <br />BRACKET TO BACKING PLATE <br />10 <br />< <br />C� ANCHOR REQUIRED <br />3 <br />to <br />EMBEDMENT <br />3/4" DIA. PVC or RIGID <br />(1 PER FLANGED <br />FOOT) <br />CONDUIT, CONNECT TO J -BOX <br />ELECTRICAL CONTRACTOR TO PROVIDE: <br />- <br />POST CLAMP PER <br />S/S BASE CABINET <br />� NO EXPOSED <br />� ELECTRICAL CONDUIT RUNS <br />�,'�./ 1219 4iC3k.T/1 PHASE FOR COIL, SOLENOID AND THERMOSTAT. <br />ISIMANUFACTURER <br />CLQ PER <br />f <br />1 5/8 DIA. S/S TABLE LEGS <br />INSIDE WALK-IN X. <br />NS DE W LK BQ <br />1 CLAMP PER FRONT <br />120 PHASE FOR LIGHTS THRU SWITCHES - MINT LIGHTS <br />AND BACK POSTS. <br />S/S J -BOX MOUNTED +4" A.F.F. <br />F SHIPPED LOOSE. LOOSE. <br />SEE SIDE VIEW FOR <br />FINISHED LOCATIONS <br />STUB AT CENTERLINE <br />1201 1�OLT/1 PHASE FOR FREEZER ®OOR HEATER, CONDF�ISATE E.C. TO WIRE THRU <br />16 GA. CONT BACKING PLATE <br />FLOOR �... ' .. <br />OF TABLE LEGS <br />LINE HEAT TRACE AND HEATED 'VACUUM VENT. TO ALL THREE AND FOUR <br />12- IGH <br />WAY SWITCHES PER <br />STUD 1/2- IIV�EMBEDMENT <br />3/4" DIA. PVC OR RIGID A E <br />D 2018 ALT/1 PH (or 3 PH -- SEE PLANS FOR C�?!LD COIL HEATER, ELECTRICAL ENGINEER'S <br />CONDUIT, STUB -UP +4 ° <br />SOLENOID, AND THERMOSTAT. ALSO, 5 -WIRE TO DEFROST TIMER PLANS AND SPECIFICATIONS. <br />ABOVE FINISHED FLOOR <br />AT REMOTE COMPRESSOR. <br />SIDE VIEW <br />�"�� FRONT MEW <br />REFER G/FS8.1.0 'B' TYP ALL <br />MOTOR RATED DISCONNECT BY E.C. (AS REQUIRED BY LOCAL CODES). <br />REFER TO 1/FS4.0.0 FOR ADDITIONAL BACKING DETAIL <br />NOTE: <br />CORNERS AND 0 8'-0" <br />1. S/S POST <br />BRACKET TO BE LOCATED <br />ON TOP SHELF AT REAR POST AS SHOWN. <br />E.C. TO PROVIDE INTERCONNECTION FOR SOLENOID AND THERMOSTAT, <br />2. FOR SIZE <br />AND LOCATION OF DRY <br />STORAGE <br />SHELVING, SEE FS1.0.0 <br />A <br />DRY STORAGE SHELVING ATTACHMENTNTS <br />BCHEFS <br />COUNTER DETAIL <br />C <br />TYPICAL WWWALK-IN WIRINGDETAIL <br />D <br />ALL MOUNTED POT RACK <br />NTs <br />STs <br />NTS <br />2- 2 1/2- #14 SMS O <br />TYPICAL CONNECTION <br />WALL PANEL JOINTS 16GA S/S 304 CONT. <br />AT BACKSPLASH OF <br />1f: GA. (MIN.) STEEL <br />CHANNEL SHELVING <br />2�- 3/8 t� HOLES <br />ALL WALL MOUNTED <br />3/8" DIA. ROD LEG TYPICAL <br />C <br />W <br />2- 1" 14 SMS " S/S POST <br />1 1/4-0 HOLE <br />COUNTERS <br />NOJE: <br />FLOORING 1/2" HOLE (MAX.) <br />` . BRACKET <br />ATTACHMENT <br />_ <br />NON-STRUCTURAL NOT <br />REQUIRED FOR STABILITY <br />STUDS REFER TO <br />3/8 EXPANSION ►- FILL HOLE WITH <br />S/S POST <br />STUDS REFER TO <br />ARCHITECTURAL <br />ANCHOR 'HILTI' KB --TZ FILLER SLEEVE <br />BRACKET <br />ARCHITECTURAL WALL TYPE <br />WALL TYPE 2f -6D, <br />W 2-3 8" EMBED. <br />/ / `< <br />�r <br />�-•-16GA S/S 304 <br />2'-O" <br />CONCRETE SLAB <br />�,.' / <br />_. CLQ PER <br />CONT: CHANNEL 0POST CLAMP PER <br />' <br />SHELVING MANUFACTURER, <br />16 GA, OFFSET CLIP <br />WITH (2) x 1 1/4 <br />'All (BULLET LEG) SHEAR <br />`� / <br />'. <br />1 CLAMP PER FRONT <br />STUD WAIL (MIN.) SCREWS TO <br />AND BACK POSTS. <br />. SEE SIDE VIEW FOR <br />STUDS <br />f <br />'11' <br />2-#10 SELF TAPPING <br />SCREW FINAL <br />`� <br />r, <br />T' LOCATIONS <br />RETAIL <br />(AFTER <br />o, <br />18 GA. S/S INSULATED <br />� AN9sI'I®�A�E AT �AL�I��I�LA��'I <br />ADJUSTMENT MAKE) 1/8" STAINLESS STEEL <br />JI/� <br />�/ <br />w <br />C� <br />FLUTED WALL LINING <br />` � <br />DRIVEN PIN & PEEN <br />'. <br />a01 <br />. <br />W/ 6* VERTICAL <br />FLUTING <br />ENDS (AFTER FINAL <br />FLOORING <br />` <br />`/ r <br />0 _. <br />INSULATED C� It <br />o <br />A <br />ADJUSTMENT FAKE) <br />�f <br />WALK-IN TALL. Z <br />G <br />u ITEMS NOT NOTED <br />t SAME AS DETAIL A <br />!, <br />4a <br />�17 <br />'// <br />�I/ <br />\_ —1 <br />/ <br />q <br />DETAIL V MULLET LEG) SHEAR & UPLIFT <br />' <br />�' <br />BLDG �"' � "� POST CLAMP PER <br />X <br />2-- 10 SELF TAPPING i 3 8" EXPANSION ANCHOR <br />%l <br />`/ <br />PLANS MANUFACTURER, <br />SHELVING <br />LEG TYPICAL 1 CLAMP PER FRONT <br />® ANCHOR EACH CORNER <br />SCREW (AFTER FINAL `HiL1 ' KB --TZ W/ 2-3/8" <br />' ,� <br />POST (LAA PER AND BACK POSTS. <br />j LEG -ADDITIONAL <br />ADJUSTMENT) EMBED. DO NOT FILL ALL <br />' <br />� -�, INSULATED SEE SIDE VIEW FOR <br />1 <br />ANCHORS AT 8'O.C, <br />HOLES <br />r <br />!, ` <br />WALK-IN 4 LOCATIONS <br />WHEN UNIT EXCEEDS 8' <br />3 1/2" DIA X 10 GA. (MIN) <br />FLOOR <br />FLOORINGFLANGE FOOT <br />'� ! <br />DETAIL <br />`' / <br />FINISHED <br />f <br />G/FS8.1.0—DAD <br />G <br />J <br />J/i <br />FLOOR <br />/J//Jr lfrrJ! �Jl` f// /f rr/r/✓! <br />2D—O" <br />- <br />u ,. " <br />y..—� d . s•� <br />RIDE VIEW FRONT VIEW <br />NOTE: <br />DETAIL G/FS8.1.0-'C' <br />DETAIL 'CO (FLANGED FOOT) SHEAR at UPLIFT <br />1. S/S <br />POST <br />BRACKET TO BE LOCATED ON TOP SHELF AT REAR POST AS SHOWN. <br />SMACNA FOODSERVICE EQUIPMENT - FIRST EDITION DETAIL 11 <br />SMACNA FOODSERVICE EQUIPMENT FIRST EDITION DETAIL 2 <br />2. FOR <br />SIZE <br />AND LOCATION OF WALK-IN COOLER/FREEZER SHELVING, SEE FS1.€I.0 <br />E <br />CONVECTION OVEN ANCHORAGENTs <br />E <br />FLOOR MOUNTED SINK WALL <br />G <br />FOOT ANCHORAGE DETAIL <br />H <br />WALK-IN SHELVING ATTACHMENT <br />NTs <br />NTs <br />NTS <br />PROVIDE TRANSVERSE BRACING <br />AT ENDS AND FRONT <br />E <br />IOP <br />UNISTRUT <br />10'-0" O.C. MAX <br />FROM OF <br />P1843 <br />ROOF JOISTS, SEE STRUCTURAL REFER TO STRUCTURAL DRAWINGS FOR FULL ROOF JOISTS, SEE STRUCTURAL <br />HANGER ROD TO ALL THREAD <br />ROOF FRAMING PLANS DEPTH BLOCKING BETWEEN JOISTS ROOF FRAMING PLANS <br />FIRST BOLT OF ROD <br />12- BOLT <br />FOR SIZE AND SPACING FOR SIZE AND SPACING <br />CHANNEL ROD <br />CHANNEL NUT----.,,,/ <br />STIFFENER IS 6" <br />UNISTRUT rR <br />P1000 <br />J-1/FS8.1.0 <br />J 1/FS8.1.0 { <br />(SIM) -� <br />EQUAL. SPACING R B -LINE B22 <br />- <br />BOLT AT CL OF <br />CHANNEL RODBLOCKING <br />STIFFENER NTH <br />WI <br />- <br />, �., <br />DIA. ROD <br />/HANGERS <br />SC228 ASSEMBLIES <br />EA. <br />MAX. DISTANCE i (MIN. 24", TYP) <br />1/2" HANGER <br />R TO VFS5.0.0 <br />QCATIQN <br />FROM TOP OF <br />ROD <br />HANGER OR <br />CEILING <br />TRAPEZE TO THE SUSPENDED UNIT <br />FIRST BOLT OF CASING <br />-� -J- /FSB."t.p (SIM) x2"-18 GA. J-2/FS8.1 <br />CHANNEL ROD <br />STIFFENER IS 6" <br />S <br />S/S CONT: <br />ANGLE. <br />fNd <br />DETAIL, 1 <br />PROVIDE TRANSVERSE ALL, `AtwOD i HANGING ANGLES WELDED TO <br />BRACING AT ENDS AND FRONT SECURE ANGLE TO BLOCKING 22 GX S/S TOP OF HOODBY HOOD MFG. <br />1/270 <br />1Q' -O*' Q.C. MAX WITH (2) - BOLT, NUT, CLO SKIRT REFER TO 1FS5.0 FOR LOC. <br />& LOCKWASHER TYP. <br />-1/2- DIA. ROD 2 x 3" LAG <br />/ <br />"B <br />UNISTRUT <br />HANGERS EA. <br />REFERTO I 5.(;.0 BOLTS � EA, STUD <br />--LINE" SC22 ROD STIFFENER CHART <br />ROD Max. Rod Length <br />P100€9 <br />FOR OCATtOtV <br />2WEL2D"ED <br />STIFFENER -- <br />TO HOOD AT FACTORY <br />ATR Without Rod <br />ASSEMBLY Size Stiffener <br />1/2* HANGER <br />"B -LINE" B2 3 8"--16 19" 482.6 <br />CHANNEL ROD1 <br />ROD <br />EXHAUST FLOOD ITEM 10 REFER TO 8O" MIN <br />CLEARANCE <br />2"-13 25" 635.ti <br />1 <br />FSS.ID FOR EXHAUST HOOD <br />STIFFENER 5 8"�-11 31" 787.4 <br />��t <br />A.F.F. <br />3 4"-10 37" 333.8 <br />�.. TOP OF HOOD <br />8'--0" OVERALL LENGTH 57� 3" <br />ALL THREAD <br />ROD 7 8"-g 43" 1092,2 <br />Note: Minimum of (2)-W-SC228 or <br />;a <br />" <br />1 / 60 <br />1/2- BOLT W/ <br />SC -UB are required per rad. <br />CHANNEL NUT1 <br />" <br />/2 �" AIR SPACE BUILT <br />FI:'! :"� $" THRU � ROD <br />+1 <br />" " <br />(FOR 3/4" & 7/8" ROD USE SC -UB) DETAIL FROM B --LINE SEISMIC <br />'-UNISTRUT <br />HOOD 151843 <br />INTO HOOD <br />3 <br />RESTRAINTS SYSTEM, OSHPD <br />ANGLE <br />+ <br />11/2" <br />PRE -APPROVAL No. R-19114. <br />FRONT ELEVATION ® HOOD ITEM 14 SECTION AT HOOD <br />VERTICAL RODS AL FOR ALL <br />VERTI <br />DETAIL 2 <br />HANGER AND BRACING <br />HANGER AND BRACING L31/2"x22"x 3/�"x6"ANGLE <br />�/ <br />(LONG LEG HORIZ.) <br />I <br />FOOD STIFFENER DETAIL <br />J <br />MOOD BRACING <br />K <br />HAU T HOOD ATTACHMENT DETAIL <br />NTS <br />NTS <br />NTS <br />IDENTI-IC>A ION STAMP i <br />DIV OF 111E STATE ARCHTFCT <br />02 114 4 9 0 IN . � <br />CAPITAL ENGINEERING <br />CONSULTANTS, INC. <br />1102€3 $UN (FLYER Iia. RTE.100 <br />RANCHO COf€A(}VA, CAUFARNIA <br />816.8Si.35p0Iww�.cap3te9-ecrg9ne�ring.ccsrn <br />ANS 150605.00 <br />F003MM o» PPiC?.iECT Na <br />OF 7R€ F0008SWU CCMLTAM <br />Copyright Q 2013 Rainforth Grau kchitects. Ali rights reserved. Reproduction of these plans, either in whole or in part, including any form <br />of copying and/or preparation of derivative works thereof, for any reason without prior wditien permission, is strictly prohibited. <br />APPROVAL <br />MANTECA UNIFIED SCHOOL DISTRICT <br />I I)ATI: <br />7 <br />.INCREMENT 1: CAFETERIA <br />MANTECA UNIFIED SCHOOL DISTRICT <br />CALIFORNIA RAI <br />DEVELOPMENT <br />Revision <br />DRAWN AMDPROJECT NO. <br />CHECKED DATE <br />AMD <br />SCALE SHEET <br />As indicated <br />15-1207 <br />0r-26-15 <br />