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STOP FL
<br />CHUT
<br />MIN.
<br />INTERIOF
<br />FROMMELT RAINGUARD RG-3000 WATER
<br />DIVERSION HEADER SEAL
<br />-- FROMMELT TP-903 DOCK SEAL, C--PAD STYI.E,
<br />WITH BLACK SUF)ERFLEX HC/AP FABRIC, AND
<br />ROSS LOCO DOCK SIGN, FROM ARBON EQUIP.,
<br />NO SUBSTITUTION. SEE AO.O FOR CONTACT
<br />NFORMAIION
<br />SECTIONAL DOOR, SEE DOOR SCHEDULE A6.0
<br />FROMMELT CODE U4 COMBINED BOTTOM PAD
<br />AND BUMPER
<br />MINIMUM 4" DOCK OFFSET @ RECESSED OR
<br />DECLINED DOCK APPROACH - VARIES TO BE
<br />PARALLEL 10 TRUCK, MORE IF APPROPRIATE
<br />FOR SITE CONDITIONS. TRUCK DOCK MUST BE
<br />DESIGNED FOR SITE SPECIFIC CONDITION
<br />0 4" MIN. OFFSET
<br />" (VARIES)
<br />TRENCI DRAIN Wf111 SUMP PUMP
<br />SECT ON AT DOCK DOOR
<br />SCALE: 1 /4" = 1'-0"
<br />\ICI E\/A_[I(' fNI AT nnCK IR
<br />SCALE: 1 /4" = 1'-0"
<br />SEC - ON Q) CHUTE
<br />SCALE: 1 /4" = 1 `-0"
<br />DOCK DETAIL
<br />SCALE: N.T.S.
<br />_ ._....
<br />MINIMUM 5
<br />MANEUVERING
<br />SPACG,_RFQU�RED �. �.• �� �
<br />( S YARD, BIN i
<br />�I
<br />1
<br />W
<br />RIBBED METAL CANOPY ABOVE @ + 02" a- C
<br />A.F.F., FACTORY FINISHED TO MATCH ADJ, 26 vi
<br />WALL SURFACE IC -
<br />-
<br />SUMP PUMP CONTROL BOX w
<br />SIGN (INCLUDED WITH WITH OUTSIDE ALARMS AND LOCKING
<br />BY G.C. WEATHERPROOF COVER i 4'-0" ANOPY
<br />i
<br />iAINGUARD RG-3000
<br />RSION HEADER SEAL
<br />)OOR
<br />5
<br />A4.1 a
<br />6" DIA. PIPE BOLLARD (TYP
<br />) a
<br />OFFSET CONCRETE 4" a8" CMU
<br />BOTTOM PAD AND BUMPER
<br />DOCK RAMP TO BE DESIGNED BY AR
<br />TFOR 1:26 MAXIMUM TRAILER BED SATO PREVENT CONTACT AND IMPACT
<br />BUILDING AND TRAILER, EXISTING DOCK RAMPS
<br />MUST BE CHECKED FOR SUFFICIENT DOCK
<br />OFFSET AT THE SITE AND MODIFIED WHERE
<br />APPROPRIATE
<br />WEATHER TIGHT 0
<br />WALL
<br />;OMPACTOR WITH
<br />TU TE COMPLETE
<br />ASSEMBLY
<br />E COMPACTOR PAD,
<br />MINIMUM 3000 PSI, STEEL
<br />REINFORCED
<br />- ---- --- 1:26 MAXIMUM TRAILER BED SLOPE
<br />DOCK RAMP TO BE DFSIGNED BY ARCIITECT FOR 1:26 MAXIMUM TRAILER
<br />BED SLOPE AND TO PREVENT CONTACT AND IMPACT DAMAGE TO BUILDING I
<br />AND TRAILER. EXISTING DOCK RAMPS MUST BE CIJECKFD FOR SUFFICIENT
<br />DOCK OFFSET AT THE SITE AND MODIFIED WHERE APPROPRIATE.
<br />1
<br />A4.1 OPP.
<br />I
<br />I
<br />4" DOCK OFFSET
<br />IJ 0 d-
<br />SLOPE OF DOCK MUST BE COORDINATED W11H DOCK EQUIPMENT
<br />RAMP SLOPE TO DRAIN
<br />LANDLORD IS TO PROVIDE A DEDICATED AREA
<br />FOR ONE TENANT 8-YARD RECYCLE BIN WITH
<br />AN ASSOCIATED 50'-0" TRUCK ACCESS/
<br />MANEUVERING SPACE ADJACENT AND
<br />CONVENIENT TO THE ROSS PROCESSING ROOM
<br />MAN DOOR FOR ROSS SOLE USE. LANDLORD
<br />IS RESPONSIBLE FOR ANY SCREENING OR
<br />ENCLOSURE REQUIRED BY LOCAL AUTHORITY.
<br />SURFACE MAY BE CONCRETE OR ASPHALT,
<br />LOCATION MUST BE PROTECTED BY TRAFFIC
<br />BOLLARDS
<br />CODE COMPLIANT DOCK & COMPACTOR ANGLE
<br />GALVANIZED STEEL MAY BE MODIFIED TO AVOID
<br />GUARDRAIL OBSTRUCTIONS, SEE AFT PLAN
<br />DOCK RAMP TO BE DESIGNED BY ARCHITECT
<br />FOR 1:26 MAXIMUM TRAILER BED SLOPE AND
<br />LANDLORD IS TO CONFIRM THAT BOTH DOCK
<br />TO PREVENT CONTACT AND IMPACT DAMAGE TO
<br />SITE ACCESS AND CIRCULATION ARE SUITABLE
<br />BUILDING AND TRAILER. EXISTING DOCK RAMPS
<br />FOR USE BY A 65 FOOT SEMI -TRACTOR
<br />MUST BE CHECKED FOR SUFFICIENT DOCK
<br />TRAIIFR TRUCK AND TO MAKE SUCH
<br />OFESFT AT THE SITE AND MODIFIED WHERE
<br />MODIFICATIONS AS MAY BE NECESSARY TO
<br />APPROPRIATE.
<br />MAKE IT SO
<br />YX
<br />CONCRETE TO BE DOMED FOR
<br />PROPER WATER RIJN OFF
<br />CO STEEL PIPE FILLED W
<br />CONC. & EMBEDDED IN C
<br />BASE PAINT: OSHA YELL(
<br />BITUMINOUS JOINT AROUNI
<br />TOP OF SLAB OR ASPHAL
<br />CONCRETE BASE
<br />PER MFG RECOMMENDATIO
<br />12"
<br />16 �1211�,- 12
<br />ROOF HATCH, LADDER & SAFETY POLE,
<br />SEE DETAIL 4/A1.1. MUST BE LOCATED
<br />IN ELECTRICAL ROOM, ARCHITECT OF
<br />RECORD MUST MODIFY STRUCTURE TO
<br />ACCOMMODATE IF REQUIRED
<br />ANCHORED BOLLARDS REQUIRED Al
<br />RISER & UTILITY POINT OF ENTRY
<br />c�
<br />J J
<br />C �L_I
<br />FDC 0
<br />FIRE RISER & UTILITY AREA
<br />ALLOWANCE a
<br />J 9
<br />w
<br />= nzr�
<br />-= w
<br />Z U
<br />cn
<br />N
<br />6" DIA. PIPE BOLLARD (IYP)
<br />TYP. BOLLARD DETAIL (TRAGIC
<br />SCALE. 1 /2" = 1'-0"
<br />1
<br />A4.1
<br />PROCESSING ROOM
<br />102
<br />TRENCH DRAIN WITH
<br />AUTOMATIC SUMP
<br />PUMP. ENGINEER TO
<br />SIZE SUMP PUMP FOR
<br />20 YEAR RAIN -FALL
<br />FROMMEL- CODE U4
<br />COMBINED 10" BOTTOM
<br />PAD AND BUMPER
<br />FROMMELT TP-903 DOCK
<br />SEAL, C-PAD STYLE, WITH
<br />BLACK SUPERFLEX HC / AP
<br />FABRIC, AND ROSS LOGO
<br />DOCK SIGN. FROM ARBON
<br />EQUIPMENT (SEE AO.O FOR
<br />CONTACT INFORMATION)
<br />FROMMEIT RAINGUARD
<br />RC-3000 WATER
<br />DIVERSION HEADER SEAL
<br />LEGEND
<br />8" ALLOWANCE
<br />BASE BUILDING SHELL = 8" ALLOWANCE
<br />in
<br />8" ALLOWANCE
<br />METAL STUD FURRING WITH 5/8" GWB - 5" STANDARD ALLOWANCE
<br />jEgE
<br />I
<br />ALLOWANCE - NON STRUCTURAL WALL TO ALLOW FOR FUTURE EXPANSION
<br />AREA SHOWN (LAYER: A -PAT I--NONBEARING)
<br />-_-
<br />METAL STUD PARTITION WITH 5/8" GWB EACH SIDE. 3-5/8" STUD ® 5"
<br />STAND. ALLOWANCE (6" ALLOWANCE IF PLYWD BACKING BLILIND GWB); 6
<br />LIJu'
<br />STUD = 7" STAND. ALLOWANCE
<br />1/2" APA CDX PLYWOOD BACKING BFITIND GWB INDICATED BY A 2"
<br />POLY -LINE (LAYER: A-WALL-FINISH-01)
<br />—
<br />5/8" A-C, 0-1, EXT-APA PLYWOOD IN LIEU OF GWB INDICATED BY A 2"
<br />PO1 Y--HNF (0) RFSTROOM & JANITORIAL CI-OSEI WALLS ONLY
<br />(LAYER: A -WALL- FINISH --02)
<br />FUH HEIGHT METAL STUD WALL WITH GWB BOTH SIDES
<br />(LAYER: A-PATT-FULL HEIGHT)
<br />TULL HEIGHI ACOUSIICALLY INSULATED AND SEALED METAL STUD FULL
<br />HEIGHT WALL (LAYER: A-PATT-FULL HEIGHT AND SOUND)
<br />AREA LINE (LAYER: A -AREA)
<br />a�
<br />�d ¢ �U rY0 C-5
<br />� c z=� I - a- z n U w
<br />Y r
<br />~ww�,LC) nrnnI U) -1 �a>�7
<br />(/)C] wc.a-" W Cr Cn W z W'—�C)rY
<br />2'Ld
<br />(D G�I—w�(�-} n W mLL,nf _^ll ICJ �'�'� L� V)
<br />`K[ W �, I ,. V'1 U CC .2- 4 �q
<br />fCD CD W .� `�" (J) .`�' W G n. J =7 = w C l (/� H J
<br />C) W �U) =D � � V) CJ I Uz i- U C3 1— " �' J — U -
<br />`� � � C7 �V) Cr -=r' m C7 O CD C? d W � � W � � C? W
<br />�C1 SU-�1—..�<z:Uce cY v��tr-�wr�-=z cnvCY)�Jcci cry
<br />COMPACTOR CONTROLS W/ PRESSURE
<br />GAUGE @ +54" ADJACENT TO LATCH SIDE
<br />OF HATCH
<br />SII I IS TO BE PLACED
<br />@ +40" A.F.F.
<br />17
<br />CONTAINER / 3
<br />A4.1
<br />4'-D" VIGIL x 3/4" PLYWOOD WAINSCOT, SEE RA--1 AISLE PLAN, V.L.
<br />(LAYER: A-LL INS IALLED-WAINSCOT)
<br />8'H x 3/4" APA A PLYWOOD BACKBOARD HORIZ. (FULL HEIGHT AT LADDER)
<br />(LAYER: A-LL INSTALLED- PLYWOOD MOUNTING BOARD)
<br />3 ROWS 2x6 ANCHOR BOARDS MOUNTED Q 9", 48", AND 87" A.F.F.
<br />(LAYER: A-LL INSTALLED -ANCHOR BOARD)
<br />3 ROWS OF 10 WOOD NAILERS MOUNTED a 9", 48", AND 87" A.F.F.
<br />(LAYER: A -II INSTALLED -NAILER)
<br />KOROGARD WALL PANEL MOUNTED 10 +6'-0" A.F.F„ SEE ROOM FINISH
<br />SCHEDULE AND NOTE '#15 ON A6.0 FOR LOCATIONS
<br />--------
<br />KOROGARD WALL PANEL MOUNTED TO +4'-0" A.F.F., SEE ROOM FINISH
<br />"-
<br />SCHEDULE AND NOTE #15 ON A6.0 FOR LOCATIONS
<br />6'-0" "SNOW" EXTRUDED CORNER GUARD U.N.O.
<br />I IOORING TRANSITION, THRESHOLD, SADDLE, ETC,
<br />FINISH
<br />FLOOR FINISH MATERIAL - SEE SHELT A6.0 AND A5.0 FOR ADDITIONAL
<br />INFORMATION
<br />DOOR SYMB01- - SEE SHEET A6.0
<br />a O o
<br />I
<br />EQUAL 6" REINF CONC. COMPACTOR
<br />EQUAL
<br />MAX.) PAD, SLOPE TO DRAIN MIN,
<br />1/4" PER FOOT; MAX. 1:30
<br />CA ENLARCLD PROCE_),�:)NG 8c ELECTR CAL_ DOOM PLAN
<br />SCALE: 1 /4" = 1)-0"
<br />NOTES:
<br />1, TRASH COMPACTOR "RAMJET" TCT2201 STANDARD, COLOR 07-0004
<br />BEIGE U.O.N. TRASH CONTAINER "RAMJE " RJ-40-OC, COLOR 07-0004
<br />BEIGF U.O.N. BY MARATIION EQUIPMENT CO. PURCHASED DIRECTLY FROM
<br />MARATHON'S ROSS ACCOUNT MANAGER ONLY (SEE SHT AO.0 FOR CONTACT
<br />INFORMATION), NO EXCEPTIONS, INSTAI LED BY G.C. AND FULLY
<br />OPERATIONAL PRIOR TO TURNOVER, NO EXCEI'11ON.
<br />2. REQUIRED TRASH COMPACTOR ELECTRICAL SERVICE AND FUSED
<br />DISCONNECT SWITCH ARE TO BE SIZED IN ACCORDANCE WITH MARATHON
<br />EQUIPMFNT CO, SPECIFICATIONS (AS MUCH AS A 100 AMP SERVICE
<br />DISCONNECT MAY BE REQUIRED DEPENDING ON PHASE AND VOLTAGE) AND
<br />PROVIDED BY C.C. CONNECT COMPACTOR TO BUILDING POWER IN
<br />ACCORDANCE WITH MARATHON AND CODE REQUIREMENTS (SPECIFIED
<br />COMPACTOR IS TO BE SUPPLIED WITH A 10HP MOTOR AND PRESSURE
<br />GAUGE).
<br />3. IF THE COMPACTOR IS LOCATED AT A DISTANCE FROM THE ELECRICAL
<br />ROOM TI-IEN INSURE THAT WIRING IS ADEQUATELY SIZED FOR THE VOLTAGE
<br />DROP.
<br />4. REQUIRED WELLMAN OIL HEATER TO BE INSTAI I ED BY MARATI ION AT
<br />TRASH COMPACTOR ON ANY STORE WHERE THE TEMPERATURE DROPS
<br />BELOW 30' FAHRENHEIT AT TIIF SOLE DISCRETION OF THE ROSS
<br />CONSTRUCTION REPRESENTATIVE.
<br />5. CONFIRM PROCESSING ROOM SHELF LAYOUT WITH ROSS CONSTRUCTION
<br />RFPRFSFNTATIVF; ACTUAL LAYOUT WILL BE SHOWN ON RA-1 'ROSS AISLE
<br />PLAN' PROVIDED BY THE ROSS CONSTRUCTION REPRESENTATIVE.
<br />6. THE LOCATION OF ALL DEVICES AND OBJECTS (RISERS, LEADERS, PIPING,
<br />CONDUITS, FTC.) IN THE PROCESSING ROOM MUST BE COORDINATED WITH
<br />AND APPROVED BY THE ROSS CONSTRUCTION REPRESENTATIVE SO AS NOT
<br />TO INTERFERE WITH FIXTURES AND PROCESSING ROOM OPERATIONS.
<br />7. PROVIDE 1-1/2" STEEL ANGLE CORNER GUARDS AT ALL EXPOSED
<br />OUTSIDE CORNERS OF PROCESSING ROOM TO 8'-0" A.F.F. OR LOP OF
<br />DOOR FRAME.
<br />Proj. Mgr.
<br />JU
<br />Job. Capt.
<br />SG
<br />Drawn by
<br />JT
<br />RON BARR, A,I.A.
<br />Rev'd by
<br />STATE OF FLORIDA
<br />RIB
<br />AR 0016160
<br />JUL 17 A13
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<br />COPYRIGHT
<br />2012
<br />BARR ARCHITECTURAL STUDIO
<br />Revisions:
<br />CADFILE No.
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<br />Sheet Title
<br />ENLARGED PLAN
<br />AND DETAILS
<br />Scale:
<br />Date: Sheet No.
<br />01-31-2013
<br />Project Na
<br />A4.1
<br />12-027
<br />
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