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Home My WebLink AboutCLE202200122 Correspondence 2022-09-08b" 0 2' 9" 4" 2'-12" 4" L2X1X1/8X0'-4" I, I I L1 X 1 X 118 OIL SCREEN I SUPPORTFRAME I L3X3X 1/4X2'-9' TOP VIEW SIDE VIEW 5/16" DIA HOLE I 5/15"X1"SLOT L2X1X1/8X0'-4" 3. 1„ ROLLERS PROVIDED BY TAKE 5 L3X3X 1/4X2'-9' 14 GA STEEL PLATE PAN - BENT PL. BOTT. AND ENDS WELDED TO SIDES 3/4" DIA PIPE COUPLING AT EA END PROVIDE BLACK POWDER COAT FINISH 3/4" U EDGING FRAME W/WELDEDCORNERS 3/4" #9 EXPANDED MTL SCREEN OVER 1/2" #9 EXPANDED MTL SCREEN IN FRAME -(ORIENT EXP. MTL. SCREEN PATTERS PERPENDICULAR TO EACH OTHER OIL SCREEN 7 OIL TRAY D ETAI LS A-1.0 Scale:1"=1'-0" FLUID APPLIED WEATHER BARRIER OVER EXTERIOR GRADE PLYWOOD OR OSB BOARD - SEE STRUCTURAL 3'" NOTE: PIT FRAMES ARE TO WELD BE SET IN PLACE. DO NOT 31/2X6X5/16"STEEL FASTEN TO CONCRETE. ANGLE, POWDER COAT SAFETY YELLOW 2' 11" 2" 2X2X1/4"STEEL ANGLE, POWDER COAT SAFETY YELLOW a A a �. 2 4"„ Q a � a a a 1. 1„ a T-0" a � a a d d PROVIDE A WATER STOP a a BETWEEN THE PIT FLOORS a AND WALLS a n 4 a CONCRETE FOOTING -SEESTRUCTURAL PIT FRAME SECTION Scale: 1"=1'-0" 2'-5" TRENCH FINISH (2) COATS OF EPDXY AT WALLS AND FLOOR OF TRENCHES. RUST-OLEUM 2-PART EPDXY 6500 SYSTEM. COLOR: NAVY GRAY 2. 2 N 11 GRUB SCREWS TO TIGHTEN GRUB SCREWS TO TIGHTEN FRAME INTO PIT OPENING FRAME INTO PIT OPENING d a,d 8 d d. CONCRETE FOOTING -SEESTRUCTURAL PIT FRAME SECTION A 1.0 Scale: 1/2"=1'-0" MODULAR MASONRY VENEER - SEE ELEVATIONS 1" MIN. AIR SPACE HEAVY GAUGE HOT DIPPED GALVANIZED METAL TIES @ 16" O.C. HORIZIVERT 1/2" SEALANT WITH J 1/2" SEALANT WITH BACKER ROD BACKER ROD o HARDIBOARD TRIM AT Sox JAMB. PAINT TO MATCH SW 6076 TURKISH COFFEE HARDIBOARD TRIM AT JAMB. PAINT TO MATCH B ' SW 6076 TURKISH COFFEE 2X6 WD. FRAMING @ 16" SIN O.C. - SEE STRUCTURAL 1/2" PLYWOOD, OVERHEAD DOOR R-20 BATT INSULATION. PAINTED OVERHEAD DOOR TYPICAL AT EXTERIOR OVERHEAD DOOR AND OFFICE WALLS OVERHEAD DOOR BRACKET BRACKET 2X6 WD. STUD FOR DOOR 2X6 WD. STUD FOR DOOR BRACKET, PAINTED BRACKET, PAINTED 3 ENLARGED PLAN DETAIL A 1.0 Scale: 1 1/2"=1'-0" FLUID APPLIED WEATHER BARRIER LINE OF MODULAR BRICK OVER EXTERIOR GRADE PLYWOOD VENEER BELOW OR OSB BOARD - SEE STRUCTURAL 1DRAINABLE E.I.F.S. T_62. SYSTEM 0 0 LL LL A-71 THIN BRICK VENEER WALL SYSTEM 1/2" SEALANT WITH 1/2" SEALANT WITH BACKER ROD BACKER ROD o HARDIBOARD TRIM AT JAMB. PAINT TO MATCH SW 6076 TURKISH COFFEE HARDIBOARD TRIM AT JAMB. PAINT TO MATCH B SW 6076 TURKISH COFFEE SIN 2X6 WD. FRAMING @ 16" O.C. - SEE STRUCTURAL 1/2" PLYWOOD, OVERHEAD DOOR R-20 BATT INSULATION. PAINTED OVERHEAD DOOR TYPICAL AT EXTERIOR OVERHEAD DOOR AND OFFICE WALLS OVERHEAD DOOR BRACKET BRACKET 2X6 WD. STUD FOR DOOR 2X6 WD. STUD FOR DOOR BRACKET, PAINTED BRACKET, PAINTED 2 ENLARGED PLAN DETAIL A 1.0 Scale: 1 1/2"=1'-0" WALL TYPES 1 OPLYWOOD EACH SIDE ON 2X6 2X6 WD. STUDS AT 16" D.C. WITH R-20 BATT INSULATION - EXTEND TO DECK Al SAME AS'A' BUT WITH NO BATT INSULATION 61„ 1/2" PLYWOOD EACH SIDE ON STUDS AT 16" O.C. WITH R-20 BATT INSULATION - WITH R- T.O. TOP PLATE @ 8'-01/2" A.F.F. 61 SAME AS'B' BUT WITH NO BATT Ic INSULATION 4j" OC 1/2" PLYWOOD EACH SIDE ON 2X4 WD. STUDS AT 16" O.C. - T.O. TOP PLATE @ 42" ABOVE ATTIC FLOOR WITH 1X WOOD CAP z A-5.0 TAKE 5 ENLARGED PIT FRAME PLAN Scale: 1/2"=1'-0" A B G C 1 0 o> ACTUAL SQUARE FOOTAGE: -1,494 S.F. "SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS 1 1 A-5.0 TAKE 5 OIL CHANGE, LLC STORAGE SYSTEM REVIEW SYSTEMS ARE DIVIDED INTO 2 SEPARATE PROCESSES. 1. USED OIL - AFTER A TAKE 5 TECHNICIAN DIRECTS AND GUIDES THE CUSTOMER OVER A SHALLOW TRENCH THE USED OIL IS DRAINED INTO A ROLLING DRAIN PAN THAT IS POSITIONED UNDER THE VEHICLE. THE OIL FILTER IS ALSO CHANGED ABOVE THE DRAIN PAN. WHEN NECESSARY, THE DRAIN PANS ARE EMPTIED TO DESIGNATED OIL TANKS VIA W GASOLINE -RATED HOSE, ROUTED THROUGH CHASES TO THE STORAGE ROOM. THE HOSES ARE CONNECTED VIA A VACUUM DIAPHRAGM PUMP, SO THE SYSTEM IS TOTALLY NON -PRESSURIZED. 100% OF TAKE 5'S USED OIL AND OIL FILTERS ARE RECLAIMED AND RECYCLED BY OSHA CERTIFIED USED OIL RECYCLING COMPANIES. 2. NEW OIL - WE STORE NEW BULK OILS IN RHINO GRAVITY FEED SYSTEMS INSIDE THE BAY AREAS. THESE SYSTEMS HAVE NO PUMPS OR PRESSURE, ARE APPROVED BY OSHA AND DOT, AND ARE LOCATED WITHIN A RECESSED AREA WITHIN THE SHOP. TAKE 5 ALSO CARRIES A MINIMUM AMOUNT OF RETAIL BOTTLED OILS FOR SPECIALTY VEHICLES AS NECESSARY. NOTES- 1. TYPE OF LIQUIDS BEING STORED ARE CLASS IIIB LUBRICANTS ONLY. 2. ALL TANKS ARE ABOVE GROUND, SINGLE WALL. 3 ARE STEEL AND 12 ARE HIGH -DENSITY POLYETHYLENE. 3. VOLUME OF TANKS: (3) WASTE OIL TANKS OF APPROXIMATELY 330 GALLONS EACH (9) NEW OIL RHINO TANKS OF 120 GALLONS EACH (3) NEW OIL RHINO TANKS OF 220 GALLONS EACH FOR CONTAINMENT - BULK TANKS ARE PLACED WITHIN RECESSED AREAS. THE RECESSED AREAS ARE CONNECTED VIA 3" CHASES TO THE SHALLOW TRENCHES, PROVIDING SECONDARY CONTAMINATION. EACH TRENCH MEASURES 1O' X 3' X 30", YIELDING A TOTAL EXTRA VOLUME OF 1,683 GALLONS, IN ADDITION TO THE RECESSED AREAS WHERE THE TANKS ARE LOCATED. 4. TAKE 5 DOES NOT INCORPORATE DRAINS IN THEIR SHOP, SHALLOW TRENCH, OR STORAGE AREAS. THE ONLY DRAIN IN A TAKE 5 IS LOCATED IN THE RESTROOM. S. WE MOP OUR FLOORS, RINSING THE MOP IN A MOP SINK THAT IS CONNECTED DIRECTLY TO AN OIL SEPARATOR. 6. THE OIL SEPARATOR IS CLEANED/EMPTIED/MAINTAINED BY THE OSHA CERTIFIED RECYCLING COMPANY THAT COLLECTS AND RECYCLES THE USED OIL. 7. SOME TANKS ARE PLACED ON SHOP FLOOR BETWEEN BAYS. 2 I 1 iU'l;f2i!i!i!i!11G42i!i!i!i!A;f2i!i!i!itll;f2i!i!i!i!11i42i!i!i!i!11'vN A24i/i/i000RsE 6 /UNISEX-- 1 3 j104 - 2IA-1.2 / a/ Al Bi T v � 51 1 -I- - - I Al (V L_ J 17 7 6 -r 99 101 Y L__ ---L- L WASTE OIL F1 0-31 72 3 0 J -v OIL USED OIL o c?10 33Gp y 336� y I GAL 0 GAL o STEEL STEEL �TEEi Al FAN 0' TAN n7AN T 4. OF ICE' A< 12 102 ry 7,_84. 2,. v 7 A-1.1 0 1 0 4'-8" 1' 8" 78 1 ) 1 FLOOR PLAN A 1.0 Scale: 1/4"=1'-0" IL 10'-0" GENERAL NOTES KEY NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS O 6" DIA. CONCRETE FILLED STEEL BOLLARD 1 OTHERWISE NOTED. GC TO VERIFY ALL -SEE STRUCTURAL DIMENSIONS. HATCHED AREA INDICATES 2" DEPRESSED 2. SLOPE FLOOR IN SERVICE AREA 1/4" PER FOOT O SLAB - SEE STRUCTURAL TO LUBE TRENCHES. 3" DIA. PVC. CHASE BELOW SLAB. USE O SWEEPS AT TURNS 3. CUSTOMERS WAIT INSIDE THEIR CARS. NO WAITING ROOM IS PROVIDED. (4)WORK STATION MILLWORK PROVIDED BY TAKE 5 4. TOILET ROOM IS A PRIVATE FACILITY FOR (5)MOP SINK - SEE PLUMBING EMPLOYEES ONLY. AS A DRIVE-THRU ONLY BUSINESS, NO PUBLIC FACILITIES ARE PROVIDED. (6)RECESSED OIL SEPARATOR - SEE PLUMBING 5. PIT FRAMES AND ROLLING DRAIN PANS TO BE O AIR COMPRESSOR - SEE ELECTRICAL PROVIDED BY GC. GC IS TO COORDINATE MANUFACTURE OF PIT RAILS AND TO CONTACT 8 EXHAUST LOUVER - SEE MECHANICAL. O MANUFACTURER OF OIL DRAIN PANS AND COORDINATE HEIGHT A.F.F. WITH SHEET A-4.0 SCHEDULE DELIVERY. GC IS TO TAKE DELIVERY AND WALL FRAMING WITH MANUFACTURER'S AND INSTALL FRAMES AND ROLLING PANS PRIOR SPECS AND RECOMMENDATIONS TO SUBSTANTIAL COMPLETION. WERNER AH2210 ATTIC ACCESS AND LADDER OIL DRAIN PAN MANUFACTURER CONTACT O TO BE INSTALLED PER MANUFACTURER'S INFORMATION: SPECIFICATIONS JEFF JOHNSON, jeff@ofab.net, (352) 427-1713 10 ELECTRICAL METER & PANEL - SEE ELEC. 6. ALL ITEMS SHOWN ARE PROVIDED AND PACKAGED THRU-WALL AC UNIT - SEE INSTALLED BY THE GC UNLESS NOTED 11 MECHANICAL. COORDINATE HEIGHT A.F.F. OTHERWISE. WITH SHEET A-4.0 AND WALL FRAMING WITH MANUFACTURER'S SPECS AND OPERATIONAL NOTES RECOMMENDATIONS 2'H x 4'W PLYWOOD PANEL FOR TELEPHONE 1. CLASS 1 LIQUIDS ARE NOT STORED IN TAKE 5 12 EQUIPMENT - SEE ELECTRICAL. COORDINATE FACILITIES. HEIGHT A.F.F. WITH TOP OF AC UNIT. 2. CLASS IIIB LIQUID (MOTOR OIL) IS STORED IN 13 POST SIGN STATING "DOORS TO REMAIN THE WASTE OIL AREA WHICH IS VENTILATED AS UNLOCKED WHEN THE BUILDING IS REQUIRED - SEE MECHANICAL SHEETS. OCCUPIED" PREFINISHED 4"X5" PRIMARY ROOF DRAIN, 3. NO LIQUIDS ARE STORED IN THE LUBE 14 COLOR TO MATCH SW 6076 TURKISH COFFEE TRENCHES. 15 REFRIGERATOR ON PLATFORM FRAME WITH 4. VEHICLES ARE OPERATED ONLY FOR THE SHELVES ABOVE DURATION OF MOVING THEM INTO AND OUT OF 16 SAFE, MOUNT TO WALL. PROVIDE BLOCKING THE BUILDING. IN WALL 17 ABOVE) 14" WIRE RACK SHELVES COMPRESSOR, MOUNT 14" O.C. VERTICALLY 3 Ad.1 A-5.0 3 52W 2'-8" L.1'-0" 10'-0" T-8" 10'-0" 6 5 4 3 - A-1.1 A1.1 - - - - - - - - A-1-1 A-1.1- 15 105 106 AL 61SERVICE AREA 1D1 11_ bN c6N I I cv --J (4) L-- --�-- El F "-T- El F -01 ---+ -----+------ ------+------+----- -- L J 6-10" 6'-10" 6-10" 6'-19, 5' 8" C I I I I I I I I 108 107 I I 1 1 T-8" 1'-0" 10'-0" T-8" 10'-0" 52'-4" 3 Ad.O A-5.0 3 4 4'-2" 0 14 0 w EOS/FOS 0 N A-a.z STUB PVC UP 1" EOS/FOS 0 LL 0 4,_2" w IO' _oa ROBERT JOHNSON architects 18o8 West Morehead St. Charlotte, NC 28208 T 704 / 342.1058 CONSULTANT STAMPS V��Aw f1 �� ■ 0 ROBERT LEE N,1R. Lic No. 6817 I � • o •'[wRcHITEC e••• '-.amass 07.12.22 DRAWING DATA DRAWN BY: BB CHECKED BY: EH / TH. FILE NUMBER: S H E E T T I T L E FLOOR PLAN & ENLARGED PLAN. D ETAI LS This drawing is the property of ROBERT 1OHNSON ARCHITECTS, Inc. and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. S H E E T N U M B E R A-1.0