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Y R/A DUCT- REFRIGERATION <br />CHASE (SEE REFRIGERATION <br />DRAWINGS FOR NUMBER OF <br />LINES REQUIRED SEE <br />MECHANICAL DRAWINGS FOR <br />DUCT SIZE REQUIREMENTS <br />3%" METAL STUDS <br />GYPSUM BOARD FROM <br />TOP OF CASE/SHELVING <br />TO 4" ABOVE CEILING <br />INSULATION <br />6" METAL STUDS @ 16" OC <br />HUNG FROM STRUCTURE ABOVE <br />SVERDRUP FACILITIES, INC. <br />Florida Corporate License #AA C001291 <br />5750 Major Boulevard, Suite 500, Orlando, Florida 32819-7946 <br />(407) 903-5001 Fax (407) 903-5150 <br />D <br />OUTSIDE EDGE <br />OF CASE <br />1 <br />411 <br />X V <br />_C1-� WOOD CASE TRIM DETAIL <br />A704 % 3" = 1'-0'' <br />COOLER/ <br />FREEZER B2 <br />A704 C <br />VANGLE L3x3 OF .032 ALUM <br />B BREAK METAL W/I/8" <br />BREAK 1/2'' BACK <br />SHEET METAL SCREWS @ 16'' OC <br />(USE LEAD SHIELDS AT BLOCK WALLS) <br />R1 CLOSURE DETAIL <br />A704% 11/2" = 1' -0" <br />21/2'' x 21/2'' 18 C " <br />GALV METAL FR( <br />FLOOR TO 8'-0" <br />CONTINUOUS SEA <br />FINISH AS SCHED <br />"'x8" PINE <br />4 WOOD INTERMEDIATE <br />JPPORTS @ 4'-0" OC MAX <br />ID AT ALL BOARD JOINTS <br />)P OF CASE <br />�JNT 1x2 WOOD PLATE. <br />ANCHOR TO CASES W/GALV <br />SHEET METAL SCREWS <br />COOLER/ <br />FREEZER <br />.032 ALUM BREAK <br />METAL 3" MIN WIDTH <br />W/I/8" BREAK xl/2" <br />BACK <br />SHEET METAL SCREWS <br />@ 16'' OC <br />0 x 11/4" TRUSS <br />.AD SCREWS @ 8" OC <br />>S OR GALV) <br />DNTINUOUS SEALANT <br />NISH AS SCHEDULED <br />NOTE: CP-3 TO BE 18 GAUGE SS INSTEAD OF GALVANIZED. <br />CORNER PROTECTOR (TYP.) CP-1 DETAIL <br />I L <br />SIZE ACCORDING TO DUCT <br />R/A AND REFRIGERATED LINE CHASE <br />A704 11/211 = 1'-011 <br />WOOD CASE TRIM SIDE <br />RETURN TO WALL. <br />END OF CASE <br />CONT SE Al ""'T <br /># 10 F H <br />SCREWS <br />AT 2'-0" <br />COUNTER <br />1x8 PINE <br />TOP OF <br />WOOD CASE TRIM <br />TT_ TOP OF CASE_ <br />21/811 VARIES W/CASE <br />REFRIGERATED CASES <br />I <br />C� WOOD CASE TRIM DETAIL <br />3" = 1' -0" <br />COOLER/FREEZER WALL - <br />CONT SEALANT BEHIND — <br />BEFORE INSTALLING <br />io-TOP OF ARMOR-----, <br />%'' DIA SEX BOLT <br />AT 2'-0'' OC <br />10 GA GALVANIZED METAL <br />EXPANSION BOLT <br />TO FLOOR @ 2'-0'' OC <br />CONT 1x2 WOOD <br />PLATE. ANCHOR <br />TO CASES W/GALV <br />SHEET METAL SCREWS <br />CONT SEALANT UNDER-- <br />BEFORE INSTALLING <br />NOTE: WALL ARMOR AT COOLER/FREEZER CORNERS <br />TO TURN CORNER A MIN OF 12". NEXT ARMOR PANEL <br />TO BUTT END AND BE FASTENED TO COOLER <br />B2 COOLER/FREEZER WALL ARMOR DETAIL <br />311 = 11.011 <br />VARIES <br />FINISH AS <br />SCHEDULE <br />CONTINUO, <br />SEALANT <br />FINISH AS <br />SCHEDULED <br />CONTINUOUS <br />SEALANT <br />#10 x <br />11/4" TRUSS <br />FRAME <br />ANGLE OF 18 GA <br />HEAD <br />SCREWS @ <br />GALV <br />METAL FROM FLOOR <br />8" OC <br />(SS OR GALV) <br />TO 81-0" <br />AFF <br />NOTE: CP-4 TO BE 18 GAUGE SS INSTEAD OF GALVANIZED, <br />0_2 CORNER PROTECTOR (TYP.) CP-2 DETAIL <br />SELF DRILLING SCREWS <br />3/q"xl/2''xl/g"ALUM <br />CHANNELS CONT PAINTED <br />(TYP OF 3) <br />LIGHT FIXTURE, REF: <br />ELECTRICAL DRAWINGS <br />DECORATIVE METAL <br />ROOF SYSTEM __�, <br />NOTE: ISOLATE DISSIMILAR MATERIALS <br />SHED ROOF DETAIL <br />CEILING HEIGHT_ _ <br />REFTINISH SCHEDUL <br />GYPSUM BOARD <br />ON 3%" METAL <br />STUDS @ 16'' OC <br />PT 2x4 WOOD <br />BLOCKING <br />"J" MOULD <br />TOP OF COOLER/FF <br />SEE PLANS <br />(2) EACH, HORIZ 4x <br />16 GA GALV METAL <br />BACKING CONTINUOUS. <br />REMOVE EXISTING <br />GYPSUM BOARD AS <br />REQUIRED PRIOR TO <br />INSTALLATION OF <br />METAL BACKING <br />11/2" x 11/2" x .065 SQ <br />ALUM TUBE <br />- - rA4 <br />�14 <br />NOTE: ONE (1) ACCESS DOOR REQUIRED ABOVE <br />EACH COOLER/FREEZER. SEE DETAIL A5/A701 <br />COOLER/FREEZER KNEEWALL DETAIL <br />111211 <br />1/2 1 1 = 11 _ 0 11 <br />SUSPENDED WALL DETAIL <br />EXISTING ROOF SYSTEM <br />EXISTING STEEL JOISTS <br />3"x3"x%" STEEL ANGLE <br />T 4' 4' OC. VIF. <br />1/2'' DIA RODS <br />AT 4'-0" OC <br />CONT C4x5.4 STEEL <br />CHANNEL <br />METAL STUD <br />BRACES AT <br />4'-0" OC AS REQ'D <br />3%" METAL <br />STUDS 16'' OC <br />3/411xI11211X1/8 <br />CHANNELS CONT <br />(TYP OF (3)) <br />SHED ROOF PLAN <br />I/211 = 11_011 <br />CEILING_ HEIGHT_ <br />REF: FINISH SCHED <br />SUSPENDED WALL SUPPORT DETAIL <br />(P-nml CPA('F� 0 APPR(1X nr) <br />/ 1 L V 1 v 1 1 V V L 1 V V L L \Y V/ A L L 1 <br />SPACED AND ATTACHED TO <br />FRAMING. <br />NOTE: REFER TO REFLECTED CEILING PLAN AND <br />INTERIOR ELEVATIONS FOR LOCATION AND SIZES, <br />1/2'' DIA ROD <br />@ 4'-0" OC <br />2" WIDE 20 GA GALV <br />STRAP AT EVERY <br />THIRD (3) STUD <br />(2) 1/4"x%4" TEK <br />SCREWS ONE <br />EACH SIDE OF STUD <br />ON EDGE OF TRACK <br />CONT C4x5.4 STEEL <br />CHANNEL <br />1/2'' TYPE S 12 PAN <br />SCREWS (2) EACH <br />SIDE (TYPICAL) <br />3%'' METAL STUDS <br />20 GA @ 16" OC <br />%" GYPSUM BOARD <br />WHERE INDICATED <br />REF: FINISH SCHEDULE <br />L3"x3"x%" OTCCI AK101 <br />BETWEEN J( <br />@ 4'-011 OC <br />WELD <br />CONDITION BETWEEN JOISTS <br />LOCKNUT <br />2" WASHE <br />EXISTING <br />STEEL JC <br />BOTTOM <br />1/2'' DIA R, , <br />@ 41_011 OC <br />CONDITION AT JOIST <br />SUSPENDED WALL CONNECTION DETAIL <br />ARCHITECT OF RECORD j <br />NAME: FLOYD WILSON McCOLLUM, JR., AIA <br />REGISTRATION. FLORIDA REG #AR0016162 <br />Seal <br />Revision: <br />Date: By: Description: <br />• <br />x <br />Ca <br />•� <br />r <br />Z� <br />0 <br />IL <br />DCD <br />N <br />00 <br />= <br />O L <br />n <br />� <br />' <br />00 <br />z c M <br />"' ) <br />W <br />C) <br />� <br />I1 <br />LLB <br />❑ <br />T- <br />1I <br />00 <br />M <br />w <br />M <br />L�L EE <br />•- <br />U <br />u— <br />Z <br />(.0 <br />�1 <br />\Q <br />/ O <br />ZD LLU u J <br />Y <br />Dfrwo0 <br />W <br />Q <br />g <br />W <br />��mJ <br />J <br />4:5; <br />0 <br />OCUX <br />O <br />� <br />C <br />_ <br />J <br />Lu2,�� <br />OCr 0MW <br />U <br />LL <br />m <br />w <br />I — <br />(� H n N <br />Key Plan: <br />Scales: <br />0 3" 6" 1' <br />3" = 1'-011 <br />0 6" 1' 2' <br />1l/211 = 11.011 <br />0 6" 1' 2' 3' <br />1" = 1'-011 <br />0 611 11 2' 4' <br />Y4II = T_011 <br />0 1' 2' 4' 6' <br />�/Z11 = 11_011 <br />Sverdrup Project No.: 22196390 <br />Drawing Title: <br />DETAILS <br />Date: 03/19/99 <br />Designed By: JTR Drawing No.: <br />Drawn By: J T R <br />Checked By: FWM A704 <br />J <br />�143" = 1'-0" <br />22-MAR-1999 17000 hewittme poA2219639O\700cadd\7Elarch\39Va704w.dgn <br />311 _ 11 _ 011 <br />3" = 11 011 <br />3H = 1'-011 <br />