Waste Compactor Enclosure Plans

Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 Allen&Hoshallengineers • architects • surveyors Waste Compactor Enclosure Sevierville, TN BID SET 08.29.2022 63225 BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. PROJECT CODE DATA Project Client: CITY OF SEVIERVILLE TENNESSEE Project Location:SEVIERVILLE TENNESSEE Project Description: DUMPSTER ENCLOSURE Applicable Codes: Building Code IBC 2012 Plumbing Code IPC 2012 Mechanical Code IMC 2012 Electrical Code IEC 2012 Fire Code IFC 2012 UNTILITY OCCUPANCY USE Chapter 5 - General Building Heights and Areas Table 503 - Group, Type IIB Chapter 6 - Types of Construction Table 601 Allowed Provided Construction Type IIB IIB Structural Frame 0 0 Exterior Bearing Walls 0 0 Interior Bearing Walls 0 0 Floor Construction 0 0 Roof Construction 0 0 Exterior Non-bearing Walls 0 0 Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820

0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\ A h m e m 0 3 \b ld g \6 3 2 2 5 - S e v ie r v ill e W a s te C o m p a c to r E n c lo s u re \R E V IT \6 3 2 2 5 - S e v ie rv ill e W a s te C o m p a c to r E n c lo s u re .r v t 9 /1 5 /2 0 2 2 9 :4 9 :3 8 A M G0.1 BUILDING INFORMATION - SITE LOCATION Sevierville, TN Waste Compactor Enclosure MHL ZAW 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. SITE LOCATION - AERIAL SITE LOCATION - ENLARGED INDEX OF DRAWINGS S H E E T N U M B E R SHEET NAME . COVER SHEET GENERAL G0.1 BUILDING INFORMATION - SITE LOCATION CIVIL C0.1 EXISTING CONDITIONS AND DEMOLITION PLAN C1.1 SITE LAYOUT PLAN C2.1 GRADING AND DRAINAGE PLAN C3.1 WATER AND SEWER PLAN C4.1 DETAILS ARCHITECTURAL A0.1 ABBREVIATIONS AND SYMBOLS A1.1 DIMENSION FLOOR PLAN A5.1 EXTERIOR ELEVATIONS A8.1 PLAN DETAILS AND SECTIONS A10.1 DOOR TYPES & DETAILS STRUCTURAL S0.1 GENERAL NOTES S1.1 FOUNDATION PLAN AND ELEVATIONS S5.1 FOUNDATION DETAILS S5.2 CONCRETE MASONRY DETAILS PLUMBING P1.0 FLOOR PLAN - PLUMBING ELECTRICAL E1.0 SITE PLAN - POWER AND COMM E1.1 FLOOR PLAN - LIGHTING, POWER, AND COMM. No. Description Date Allen&Hoshallengineers• architects• surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\A hm em 03 \b ld g\ 63 22 5- S ev ie rv ille W as te C om pa ct or E nc lo su re \R EV IT \6 32 25 - Se vi er vi lle W as te C om pa ct or En cl os ur e. rv t 7/ 1/ 20 22 1 :5 5: 30 P M Sevierville, TN Waste Compactor Enclosure 08/29/2022 63225 BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. No. Description Date BID SET C1.1 SITE LAYOUT PLAN AJT AJT AutoCAD SHX Text WASTE COMPACTOR ENCLOSURE FF=VARIES AutoCAD SHX Text CONCRETE PAD WITH THICKENED EDGE ADJACENT TO EXISTING ASPHALT PAVEMENT AutoCAD SHX Text STEEL BOLLARD (TYP) AutoCAD SHX Text CURB WIPEDOWN AutoCAD SHX Text BRUCE STREET AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text 10' AutoCAD SHX Text 0 AutoCAD SHX Text 20' AutoCAD SHX Text NORTH AutoCAD SHX Text 40' AutoCAD SHX Text NOTES: 1. REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO THE ENGINEER. 2. INSTALL 1/2" EXPANSION JOINT WITH SEALANT INSTALL 1/2" EXPANSION JOINT WITH SEALANT BETWEEN BUILDING AND CONCRETE SIDEWALK OR PAVEMENT. INSTALL 1/2" EXPANSION JOINT WITH SEALANT BETWEEN CONCRETE CURB AND CONCRETE PAVEMENT. AutoCAD SHX Text NOTE: EXISTING CONDITIONS SHOWN OUTSIDE OF THE "LIMIT OF TOPOGRAPHIC SURVEY" SHOWN ON C0.1 ARE CONCEPTUAL IN NATURE. INFORMATION SHOWN OUTSIDE OF THE "LIMIT OF TOPOGRAPHIC SURVEY" IS BASED ON AERIAL PHOTOGRAPHY, AND OTHER AVAILABLE INFORMATION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF ACTUAL CONDITIONS DIFFER. Allen&Hoshallengineers• architects• surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\A hm em 03 \b ld g\ 63 22 5- S ev ie rv ille W as te C om pa ct or E nc lo su re \R EV IT \6 32 25 - Se vi er vi lle W as te C om pa ct or En cl os ur e. rv t 7/ 1/ 20 22 1 :5 5: 30 P M Sevierville, TN Waste Compactor Enclosure 08/29/2022 63225 BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. No. Description Date BID SET C2.1 GRADING & DRAINAGE PLAN AJT AJT AutoCAD SHX Text WASTE COMPACTOR ENCLOSURE FF=VARIES AutoCAD SHX Text BRUCE STREET AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text MATCH EXISTING PAVEMENT AutoCAD SHX Text FINE GRADE AREA TO DRAIN TOWARDS EXISTING LOW POINT (EG). ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOLID SOD. AutoCAD SHX Text 900 AutoCAD SHX Text 10' AutoCAD SHX Text 0 AutoCAD SHX Text 20' AutoCAD SHX Text NORTH AutoCAD SHX Text 40' AutoCAD SHX Text NOTES: 1. REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO THE ENGINEER. 2. FIELD VERIFY EXISTING GRADES AND COMPARE WITH FIELD VERIFY EXISTING GRADES AND COMPARE WITH PLAN ON THIS SHEET. REPORT ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION OPERATIONS. AutoCAD SHX Text NOTE: EXISTING CONDITIONS SHOWN OUTSIDE OF THE "LIMIT OF TOPOGRAPHIC SURVEY" SHOWN ON C0.1 ARE CONCEPTUAL IN NATURE. INFORMATION SHOWN OUTSIDE OF THE "LIMIT OF TOPOGRAPHIC SURVEY" IS BASED ON AERIAL PHOTOGRAPHY, AND OTHER AVAILABLE INFORMATION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF ACTUAL CONDITIONS DIFFER. Allen&Hoshallengineers• architects• surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\A hm em 03 \b ld g\ 63 22 5- S ev ie rv ille W as te C om pa ct or E nc lo su re \R EV IT \6 32 25 - Se vi er vi lle W as te C om pa ct or En cl os ur e. rv t 7/ 1/ 20 22 1 :5 5: 30 P M Sevierville, TN Waste Compactor Enclosure 08/29/2022 63225 BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. No. Description Date BID SET C3.1 WATER AND SEWER PLAN AJT AJT AutoCAD SHX Text WASTE COMPACTOR ENCLOSURE FF=VARIES AutoCAD SHX Text 34" WATER LINE, SEE P1-0 FOR CONTINUATION AutoCAD SHX Text RE-REROUTE EXIST WATER MAIN AND GAS MAIN AROUND PROPOSED ENCLOSURE. CONTRACTOR TO MATCH EXIST SIZE AND MATERIAL. AutoCAD SHX Text BRUCE STREET AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text EXISTING BUILDING AutoCAD SHX Text 10' AutoCAD SHX Text 0 AutoCAD SHX Text 20' AutoCAD SHX Text NORTH AutoCAD SHX Text 40' AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL, PRIOR TO BEGINNING CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, CONTACT THE PROPER AUTHORITIES HAVING JURISDICTION OVER THE UTILITIES THAT WILL BE REQUIRED FOR THIS PROJECT. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS AND PAY ALL RELATED FEES AND COSTS NECESSARY FOR CONNECTION TO EACH UTILITY. 2. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH THE VARIOUS TRADES TO MINIMIZE CONFLICTS IN JURISDICTION AND INDIVIDUAL RESPONSIBILITY AND THEREBY ENSURE ALL NECESSARY UTILITIES ARE PROVIDED IN AN ORDERLY MANNER TO SERVE THE PROJECT. 3. EXISTING UTILITIES NOT SHOWN, BUT DISCOVERED EXISTING UTILITIES NOT SHOWN, BUT DISCOVERED DURING EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BY THE CONTRACTOR FOR PROPER COORDINATION. CONTRACTOR SHALL REMOVE, REWORK, AND/OR REROUTE EXISTING UTILITIES AS DIRECTED BY THE ARCHITECT/ENGINEER AS REQUIRED TO ACCOMPLISH THE WORK REQUIRED BY THIS CONTRACT. 4. INSTALLATION OF ALL UNDERGROUND SITE UTILITIES INSTALLATION OF ALL UNDERGROUND SITE UTILITIES SHALL INCLUDE WARNING TAPE. TAPE SHALL BE INSTALLED DIRECTLY ABOVE UTILITIES, 12" BELOW FINISHED GRADE, EXCEPT 6" BELOW SUBGRADE UNDER PAVEMENTS AND SLABS. WARNING TAPE SHALL BE 6" WIDE, 4-MILS THICK, ACID AND ALKALI-RESISTANT POLYETHYLENE FILM MANUFACTURED FOR IDENTIFYING AND MARKING UNDERGROUND UTILITIES, INSCRIBED WITH A DESCRIPTION OF THE UTILITY AND COLORED BLUE FOR WATER AND GREEN FOR SEWER SYSTEMS. WARNING TAPE FOR PLASTIC UTILITY PIPING SHALL INCLUDE A METALLIC CORE THAT IS DETECTABLE WHEN BURIED UP TO 30" DEEP AND IS ENCASED IN A PROTECTIVE JACKET FOR CORROSION PROTECTION. 5. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL UTILITIES ACCORDING TO THE LOCAL UTILITY'S DETAILS AND SPECIFICATIONS. 6. ALL FIRE MAINS SHALL BE MEGA LUGGED TOGETHER ALL FIRE MAINS SHALL BE MEGA LUGGED TOGETHER AT ALL BENDS ALONG WITH CONCRETE THRUST BLOCKS, PER NFPA-24. 7. ALL FIRE MAINS SHALL HAVE A MINIMUM OF 36" OF ALL FIRE MAINS SHALL HAVE A MINIMUM OF 36" OF COVER OVER THE TOP OF THE PIPE. AutoCAD SHX Text NOTE: EXISTING CONDITIONS SHOWN OUTSIDE OF THE "LIMIT OF TOPOGRAPHIC SURVEY" SHOWN ON C0.1 ARE CONCEPTUAL IN NATURE. INFORMATION SHOWN OUTSIDE OF THE "LIMIT OF TOPOGRAPHIC SURVEY" IS BASED ON AERIAL PHOTOGRAPHY, AND OTHER AVAILABLE INFORMATION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF ACTUAL CONDITIONS DIFFER. Allen&Hoshallengineers• architects• surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\A hm em 03 \b ld g\ 63 22 5- S ev ie rv ille W as te C om pa ct or E nc lo su re \R EV IT \6 32 25 - Se vi er vi lle W as te C om pa ct or En cl os ur e. rv t 7/ 1/ 20 22 1 :5 5: 30 P M Sevierville, TN Waste Compactor Enclosure 08/29/2022 63225 BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. No. Description Date C4.1 DETAILS AJT AJT ASPHALT PAVEMENT NTSC4.1 2TYP. CURB WIPEDOWN NTSC4.1 1 CONCRETE PAVEMENT NTSC4.1 3 TYP. THICKENED EDGE NTSC4.1 7 CONTROL JOINT NTSC4.1 6 TYP. STEEL BOLLARD NTSC4.1 8 TYP. VERTICAL CURB NTSC4.1 4 TYP. TRENCH REPAIR IN ASPHALT NTSC4.1 5 BID SET AutoCAD SHX Text PRIME COAT AutoCAD SHX Text COMPACTED SUBGRADE AutoCAD SHX Text 1-1/2" SURFACE COURSE AutoCAD SHX Text 2" BINDER COURSE AutoCAD SHX Text 6"R AutoCAD SHX Text 3"R AutoCAD SHX Text NEW CURB AutoCAD SHX Text TOP OF PAVEMENT AutoCAD SHX Text 6" STONE BASE, PER TDOT SPECIFICATIONS AutoCAD SHX Text NOTES: 1. STONE BASE SHALL BE TYPE A, GRADING D IN ACCORDANCE WITH STONE BASE SHALL BE TYPE A, GRADING D IN ACCORDANCE WITH SECTION 903.05 OF THE TDOT SPECIFICATIONS. 2. ASPHALT PAVEMENT SHOULD BE GRADING "E" AS PER SECTION ASPHALT PAVEMENT SHOULD BE GRADING "E" AS PER SECTION 411 FOR THE SURFACE MIX AND GRADING "BM" AS PER SECTION 307 FOR THE BINDER MIX. 3. COMPACTION REQUIREMENTS FOR THE CRUSHED AGGREGATE BASE COMPACTION REQUIREMENTS FOR THE CRUSHED AGGREGATE BASE AND THE ASPHALT PAVEMENT SHOULD FOLLOW TDOT SPECIFICATIONS. AutoCAD SHX Text COMPACTED SUBGRADE AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text SLOPE AS PER AutoCAD SHX Text GRADING PLAN AutoCAD SHX Text 4,000PSI CONC. AutoCAD SHX Text (TYP) AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text NO. 4 BARS @ 24" WITH SINGLE MAT OF 6X6W2.9 MESH OVER REBAR AutoCAD SHX Text NOTES: 1. SEE CONTROL JOINT DETAIL. SEE CONTROL JOINT DETAIL. 2. STONE BASE SHALL BE TYPE A, GRADING D IN STONE BASE SHALL BE TYPE A, GRADING D IN ACCORDANCE WITH SECTION 903.05 OF THE TDOT SPECIFICATIONS. AutoCAD SHX Text SEE SPECS FOR FINISH AutoCAD SHX Text COMPACTED SUBGRADE AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text 3" - 6" AutoCAD SHX Text 1/8" RADIUS AutoCAD SHX Text X AutoCAD SHX Text X AutoCAD SHX Text NO. 4 BARS @ 12" O.C. BOTH DIRECTIONS AutoCAD SHX Text ASPHALT PAVEMENT AutoCAD SHX Text 3/4" PREMOLDED EXPANSION JOINT MATERIAL WITH SEALANT AutoCAD SHX Text SAWED OR HAND FORMED JOINT. FILL WITH SILICONE SEALER. AutoCAD SHX Text 4,000 PSI CONC. FOOTING AutoCAD SHX Text COMPACTED SUBGRADE AutoCAD SHX Text STEEL BOLLARD CAP (PAINT TO MATCH BOLLARD) AutoCAD SHX Text 6" DIA. SCH-40 GALV. STEEL PIPE BOLLARD FILLED WITH CONCRETE (FIELD PRIME & PAINT WITH EXTERIOR GRAY ENAMEL) AutoCAD SHX Text FILL BOLLARD WITH 3,000 PSI CONCRETE AutoCAD SHX Text TOP OF CONCRETE AutoCAD SHX Text 1/4"R AutoCAD SHX Text 1"R AutoCAD SHX Text PAVEMENT AutoCAD SHX Text 3/4" EXP. JOINT W/SEALANT AutoCAD SHX Text 4,000 PSI CONC. (TYP) AutoCAD SHX Text BC AutoCAD SHX Text ASPHALT SURFACE AutoCAD SHX Text 3000 PSI CONC. AutoCAD SHX Text EDGES TO BE TRIMMED TO STRAIGHT VERTICAL LINE. ANY LOOSE OR DISTURBED PAVEMENT MUST BE REMOVED AND REPLACED. AutoCAD SHX Text ORIGINAL UNDISTURBED STREET GRADE AutoCAD SHX Text GRANULAR BACKFILL (CR-610) FD A101 1i 1 A101 SIM SECTION ELEVATION ROOM NAME & ROOM NUMBER COLUMN GRID DOOR NUMBER WINDOW / STOREFRONT TYPE WALL TYPE SYMBOL LEGEND 1 Ref 1 R e f 1 Ref 1 R e f NORTH ARROW ENLARGED PLAN OR PLAN DETAIL CENTERLINE SPOT ELEVATION FLOOR DRAIN 1t FIRST FLOOR 10'-0" LEVEL NAME ELEVATION 101 A101 1 SIM Room name 101 0 1 DEMO TAG REVISION TAG 1 SE-1 SPECIALTY EQUIPMENT TAG T1 TOILET ACCESSORIES TAG ABBREVIATIONS ABV ABOVE ACT ACOUSTICAL CEILING TILE A/C AIR CONDITIONING ACC ACCESSIBLE, ACCESSORIES ADD ADDITIONAL ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALT ALTERNATE (IVE) AL, ALUM ALUMINUM APPROX APPROXIMATE APT APARTMENT ARCH ARCHITECTURAL BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF BOT BOTTOM B/N BETWEEN BR BRICK BSMT BASEMENT BTU BRITISH THERMAL UNIT CAB CABINET CFLG COUNTERFLASH (ING) CFOI CONTRACTOR FURNISHED ; OWNER INSTALLED CJ CONTROL JOINT CLG CEILING CL CENTERLINE CLO CLOSET CLR CLEAR (ANCE) CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEAN OUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACT(OR) COORD COORDINATE CPT CARPET(ED) CR CARD READER CRS. COURSES CSMT CASEMENT CT CERAMIC TILE CU FT CUBIC FOOT (OR FEET) D DRYER DBL DOUBLE DEMO DEMOLISH; DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIST DISTRIBUTION DN DOWN DS DOWNSPOUT DSPL DISPOSAL DTLS. DETAILS DW DISHWASHER DWR DRAWER DWGS DRAWINGS EA EACH EF EXHAUST FAN EJ EXPANSION JOINT ELEC ELECTRIC (AL) ELEV ELEVATOR, ELEVATION EP EPOXY PAINT EQ EQUAL EQUIP EQUIPMENT EOS EMERGENCY OVERFLOW SCUPPER EST ESTIMATE(D) EWS EYE WASH STATION EX/EXIST EXISTING EXP EXPANSION EXT EXTERIOR EXTR EXTRUDED FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER ON WALL BRACKET FFE FINISH FLOOR ELEVATION FHC FIRE HOSE CABINET FIN FINISH(ED) FIN FL/FF FINISHED FLOOR FL FLASHING FLR FLOOR FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FOW FACE OF WALL FP FIRE PROOF (ING) FR FIRE RATED FRMG FRAMING FRP FIBERGLASS REINFORCED PLASTIC FT FOOT, FEET FTG FOOTING FURN FURNITURE FUT FUTURE FWC FABRIC WALL COVERING GA GAGE, GAUGE GALV GALVANIZED, GALVANIC GB GYPSUM BOARD GC GENERAL CONTRACTOR GEN GENERAL GL GLASS GLU LAM GLUE LAMINATED WOOD GLZ CMU GLAZED MASONRY UNIT GOVT GOVERNMENT GWB GYPSUM WALL BOARD GYP GYPSUM H HIGH HD HT HEAD HEIGHT HDR HEADER HDW HARDWARE HDWD HARWOOD HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION, AND AIR CONDITIONING HWF HARDWOOD FLOORING IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IN INCHES INCL INCLUDING(ED) INFO INFORMATION INSUL INSULATION INT INTERIOR INV INVERT JST JOIST JT JOINT KIT KITCHEN LAM. LAMINATE(D) LAV LAVATORY LB POUND L LONG, LENGTH LF LINEAR FEET LH LEFT HAND LNDSCP LANDSCAPE LOC LOCATION LTG LIGHTING LVR LOUVER LVT LUXURY VINYL TILE MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MARKER BOARD MC MINUMUM CLEAR MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM, MINUTE MIRR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MRBL MARBLE MTB MARKER/TACK BOARD MTD MOUNTED MTG HT MOUNTING HEIGHT MTG MOUNTING MTL METAL MULL MULLION MULT MULTIPLE NA NOT APPLICABLE NC NON COMBUSTIBLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NR NOT RATED NTS NOT TO SCALE O/ OVER OA OVERALL OC ON CENTER OCH ON CENTER HORIZONTALLY OCV ON CENTER VERTICALLY OD OUTSIDE DIAMETER OF OUTSIDE FACE OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OH OVERHEAD OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN OVHD OVERHEAD OSB ORIENTED STRAND BOARD PAT PATTERN PBD PARTICLE BOARD PLYWD PLYWOOD POLYETH POLYETHYLENE PCP PORTLAND CEMENT PLASTER PED PEDISTAL PERF PERFORATED PERIM PERIMETER PERM PERMINENT PERP PERPENDICULAR PH PHASE PL PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLWD PLYWOOD PNL PANEL PNT PAINT(ED) POR PORCELAIN PR PAIR PRCST PRECAST PREFAB PREFABRICATED PRELIM PRELIMINARY PRKG PARKING PROJ PROJECT PROP PROPERTY PT POST TENSION, PRESSURE TREATED PTN PARTITION PVG PAVING PWR POWER QT QUARRY TILE R RADIUS , RISER RAD RADIUS RB RUBBER BASE RC REINFORCED CONCRETE RCP REFLECTED CEILING PLAN RD ROOF DRAIN, ROAD REC RECESSED REF REFER (ENCE) , REFRIGERATOR REINF REINFORCE (D), (ING) REQD REQUIRED RES RESIDENTIAL, RESILIENT RET RETAINING REV REVISION (S), REVISED RF ROOF RFG ROOFING RH ROOF HATCH, RIGHT HAND RL ROOF LEADER RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RST RUBBER STAIR TREAD RT RIGHT RTU ROOF TOP UNIT S&R SHELF AND ROD SB SPLASH BLOCK SC SEALED CONCRETE, SOLID CORE (DOOR) SCR SHOWER CURTAIN ROD SCHED SCHEDULE SD STORM DRAIN SEC SECURITY SECT SECTION SF SQUARE FOOT (FEET) SHTG SHEATHING SHV SHELF, SHELVING SIM SIMILAR SL SLOPE SOG SLAB ON GRADE SP SOUNDPROOF SPEC SPECIFICATION SPKLR SPRINKLER SQ SQUARE SQ IN SQUARE INCH SS STANDING SEAM, SANITARY SEWER SSM SOLID SURFACE MATERIAL SST STAINLESS STEEL ST STAIR, STREET, STONE STC SOUND TRANSMISSION COEFFICIENT STD STANDARD STER STERILIZER STL STEEL STN STAINED STOR STORAGE STRUCT STRUCTURE (AL) SUSP SUSPENDED T TREAD T&G TONGUE AND GROOVE TEL TELEPHONE TEMP TEMPORARY, TEMPERED TER TERAZZO TFF TOP OF FINISH FLOOR THK THICK (NESS) THRES THRESHOLD THRU THROUGH TLT TOILET TN TRUE NORTH TOB TOP OF BEAM TOC TOP OF CURB TOS TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPTN TOILET PARTITION TRTD TREATED TV TELEVISION TYP TYPICAL UL UNDERWRITER'S LABORATORIES UNFIN UNFINISH(ED) UNO UNLESS NOTED OTHERWISE UR URINAL UTIL UTILITY VCT VINYL COMPOSITE TILE VEND VENDING VERT VERTICAL VIF VERIFY IN FIELD VIN VINYL VR VAPOR RETARDER VTR VENT THROUGH ROOF W WASHER, WIDE W/ WITH W/O WITHOUT WC WALL COVERING, WATERCLOSET WCJ WALL CONTROL JOINT WCO WALL CLEAN OUT WD WOOD W/D WASHER/DRYER WG WIRED GLASS WIND WINDOW WO WINDOW OPENING WOM WALK OFF MAT WP WATER PROOFING WR WATER RESISTANT VFCI VENDOR FURNISHED, CONTRACTOR INSTALLED VFOI VENDOR FURNISHED, OWNER INSTALLED Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\ A h m e m 0 3 \b ld g \6 3 2 2 5 - S e v ie r v ill e W a s te C o m p a c to r E n c lo s u re \R E V IT \6 3 2 2 5 - S e v ie rv ill e W a s te C o m p a c to r E n c lo s u re .r v t 9 /1 5 /2 0 2 2 9 :4 9 :3 4 A M A0.1 ABBREVIATIONS AND SYMBOLS Sevierville, TN Waste Compactor Enclosure MHL ZAW 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. No. Description Date A5.1 2 A5.1 A5.11 A5.1 3 4 A1.1 3 2' - 3 5/8"2' - 3 5/8" 7' - 4" A1.1 2 2 A8.1 1 A8.1 A8.1 4 6 " C O N C R E T E P A D M IN 3 ,0 0 0 P S I 2' - 3 5/8"2' - 3 5/8"2' - 3 5/8" 7' - 4" 7' - 4" 7' - 4" 101 2' - 3 5/8" 2' - 3 5/8" 1 8 ' - 8 1 /2 " 7' - 4" 2' - 3 5/8" 7' - 4" 8 " 6' - 1 5/16" 1 8 ' - 8 1 /2 " 95gal 1 ' - 8 1 /4 " 1 ' - 8 1 /4 " 8 " 8 " 8 " 8 " 8 " 8 " REMOTE POWER PACK (SEE ELEC.) COMPACTOR CONTROL PANEL 8 " 31' - 2 1/2" 2' - 6 1/4" 2 ' - 6 3 /4 " E Q E Q 1 5 ' - 4 " 1 ' - 0 1 /4 " 1 5 ' - 4 " 1 ' - 0 1 /4 " SLOPE SLAB TO DRAIN 1% TOWARDS WALL OPENING 2' - 0" 2 ' - 0 " B O L L A R D S B O L L A R D S B O L L A R D S BRICK TO BE MODULAR. COLOR CHOSEN BY OWNER 8 " 2' - 3 5/8" 3 5 /8 " 8" CMU BRICK VENEER SILOXANE SEALANT FOR EXPOSED CMU, TYP. BRICK TIE 1 ' - 8 1 /4 " 2' - 3 5/8" 3 5/8" 8 " 2 3/8" 2 3/8" 1 " 8 " 2' - 3 5/8" 4' - 2"6" TUBE STEEL. PAINT & PRIME (SEE STUCT.) PRIME & PAINT GATE -SEE DETALS 3 5 /8 " 2' - 0" 8" CMU HM DOOR & FRAME. PRIME & PAINT 7' - 4" 1' - 8" 1' - 4" BITUMINOUS COATING SILOXANE SEALANT FOR EXPOSED CMU, TYP. BOLLARD Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\ A h m e m 0 3 \b ld g \6 3 2 2 5 - S e v ie r v ill e W a s te C o m p a c to r E n c lo s u re \R E V IT \6 3 2 2 5 - S e v ie rv ill e W a s te C o m p a c to r E n c lo s u re .r v t 9 /1 5 /2 0 2 2 1 1 :0 4 :0 7 A M A1.1 DIMENSION FLOOR PLAN Sevierville, TN Waste Compactor Enclosure MHL ZAW 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 1/4" = 1'-0" 1 GROUND LEVEL 1" = 1'-0" 2 ENLARGED PLAN - PILASTER 1" = 1'-0" 3 ENLARGED PLAN - MAN DOOR No. Description Date 1 A8.1 8 " BRICK SOLDIER COURSE. TYPE - 2 PRECAST STONE CAP BRICK TYPE - 1 3 7 /8 " 8 ' - 0 " 8 ' - 1 1 7 /8 " 1' - 8 1/4" 15' - 4" 1' - 8 1/4" 18' - 8 1/2" OVERFLOW. PROVIDE STEEL LINTEL ON BRICK AND BLOCK BOLLARD. SEE CIVIL 2 A8.1 8 " 2' - 3 5/8" 2' - 3 5/8" 2' - 3 5/8"7' - 4" 31' - 2 1/2" BRICK SOLDIER COURSE. TYPE - 2 PRECAST STONE CAP BRICK TYPE - 1 H.M. DOOR & FRAME - PRIME & PAINT 8 ' - 0 " 3 7 /8 " 8 ' - 1 1 7 /8 " 7' - 4" 7' - 4"2' - 3 5/8" BOLLARD 101 KEY CARD READER 2 A8.1 2' - 3 5/8" 7' - 4" 2' - 3 5/8" 7' - 4" 2' - 3 5/8" 7' - 4" 2' - 3 5/8" 3 ' - 5 " 3 7 /8 " 8 ' - 0 " 8 " 8 ' - 1 1 7 /8 " BRICK SOLDIER COURSE. TYPE - 2 PRECAST STONE CAP BOLLARD 31' - 2 1/2" BRICK TYPE - 1 2 1 /4 " 1 A8.1 18' - 8 1/2" 3 7 /8 " 8 ' - 0 " 8 " 8 ' - 1 1 7 /8 " 1' - 8 1/4" 1' - 8 1/4" 15' - 4" BRICK SOLDIER COURSE. TYPE - 2 PRECAST STONE CAP BRICK TYPE - 1 BOLLARD CANE BOLT SLIDE LATCH, WITH LOCKING MECHANISM. PAINTED PAD LOCK ACCESS TRUCK GATE 5 1/2" WOOD LOOK SIDING Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\ A h m e m 0 3 \b ld g \6 3 2 2 5 - S e v ie r v ill e W a s te C o m p a c to r E n c lo s u re \R E V IT \6 3 2 2 5 - S e v ie rv ill e W a s te C o m p a c to r E n c lo s u re .r v t 9 /1 5 /2 0 2 2 9 :4 9 :3 6 A M A5.1 EXTERIOR ELEVATIONS Sevierville, TN Waste Compactor Enclosure MHL ZAW 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 1/4" = 1'-0" 1 EAST ELEVATION 1/4" = 1'-0" 2 NORTH ELEVATION 1/4" = 1'-0" 3 SOUTH ELEVATION 1/4" = 1'-0" 4 WEST ELEVATION No. Description Date A8.1 3 BOLLARDS PRECAST FLAT PIER CAP PRECAST FLAT COPING CMU COMPACTOR CONCRETE FOOTING (SEE STRUCT.) BRICK TYPE - 1 BRICK TYPE - 1 BRICK TYPE - 1 - SOLDIER COURSE COMPACTOR POWER PACK PRECAST FLAT PIER CAP PRECAST FLAT COPING CMU CONCRETE FOOTING (SEE STRUCT.) BRICK TYPE - 1 BRICK TYPE - 1 BRICK TYPE - 1 - SOLDIER COURSE 8 ' - 8 " 2 1 /4 " 8 ' - 1 1 7 /8 " 6" CONCRETE SLAB. SEE STRUC. CRUSHED AGGREGATE OVERFLOW DRAIN. PROVIDE STEEL LINTEL ON BRICK AND BLOCK PRECAST STONE CAP CMU W/ SILOXANE SEALANT. TYP. GATE BOLLARDS BOLLARD H.M. DOOR AND FRAME. PRIME & PAINT 101 TUBE STEEL, PRIME & PAINT ( SEE STRUCT.) COMPACTOR CONTROL BOX (SEE ELEC.) PRECAST STONE CAP CMU W/ SILOXANE SEALANT. TYP. COMPACTOR CONCRETE FOOTING (SEE STRUCT.) BRICK TYPE - 1 BRICK VENEER BRICK TYPE - 1 - SOLDIER COURSE COMPACTOR REMOTE CONTROL PANEL CONCRETE FOOTING (SEE STRUCT.) BITUMINOUS COATING 6" CONCRETE SLAB. SEE STRUC. CRUSHED AGGREGATE 8 ' - 1 1 7 /8 " 8 ' - 8 " OVERFLOW DRAIN BEYOND. PROVIDE STEEL LINTEL ON BRICK AND BLOCK GROUND LEVEL 0' - 0" 1/4" STEEL PLATE WELDED TO TUBE STEEL PAINTED WOOD LOOK COMPOSITE DECKING/SIDING MECCHANICALLY FASTENED THROUGH SIDING AND PLATE AND SECURED WITH NUT AND BOLT STEEL PLATE WELDED TO TUBE STEEL PAINTED. PRIME & PAINT X - BRACING. PRIME & PAINT 8" STEEL WELD-ON STRAPPING HINDGE HARDWARE. PRIME & PAINT 3" TUBE STEEL FRAME PAINTED 3" TUBE STEEL FRAME PRIME & PAINT PRECAST STONE CAP BEICK VENEER SOLDIER COURSE 8" CMU W/ SILOXANE SEALER. TYP. BRICK VENEER CONCRETE FOOTING (SEE STRUCT.) CRUSHED AGGREGRATE CONCRETE SLAB OVER 15 MIL VAPOR BARRIER OVER GRANULAR FILL - (SEE STRUCTURAL) WEEP HOLES 24" O.C. SEISMIC BRICK TIES W/ LADDER REINFORCED 16" O.C. BRICK TIE 1" AIR SPACE 4" CMU BITUMINOUS COATING COPPER MEMBRANE THRU WALL FLASHING DOWEL CAST INTO STONE EVERY 24" O.C. 3 5/8" 1" 7 5/8" 8 ' - 8 " 2 1 /4 " 3 7 /8 " 1' - 8 1/4" 5 A8.1 WOOD LOOK COMPOSITE DECKING/SIDING MECCHANICALLY FASTENED THROUGH SIDING AND PLATE AND SECURED WITH NUT AND BOLT STEEL ANGLE PRIME & PAINT 6" TUBE STEEL - PRIME & PAINT (SEE STRUC.) 8" STEEL WELD-ON STRAPPING HINDGE HARDWARE. PRIME & PAINT BRICK VENEER A8.16 3" TUBE STEEL FRAME - PRIME & PAINT 5 A8.1 1/4" STEEL PLATE WELDED TO TUBE STEEL. PRIME & PAINT WOOD LOOK COMPOSITE DECKING/SIDING MECCHANICALLY FASTENED THROUGH SIDING AND PLATE AND SECURED WITH NUT AND BOLT. STEEL PLATE WELDED TO TUBE STEEL 1/2" STEEL PLATE X - BRACING. PRIME & PAINT 3" TUBE STEEL FRAME. PRIME & PAINT 3" TUBE STEEL FRAME. PRIME & PAINT 6" TUBE STEEL. SEE STRUC. 8" STEEL WELD-ON STRAPPING HINDGE HARDWARE. PRIME & PAINT Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\ A h m e m 0 3 \b ld g \6 3 2 2 5 - S e v ie r v ill e W a s te C o m p a c to r E n c lo s u re \R E V IT \6 3 2 2 5 - S e v ie rv ill e W a s te C o m p a c to r E n c lo s u re .r v t 9 /1 5 /2 0 2 2 9 :4 9 :3 7 A M A8.1 PLAN DETAILS AND SECTIONS Sevierville, TN Waste Compactor Enclosure MHL ZAW 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 1/4" = 1'-0" 2 TRANSVERSE SECTION 1/4" = 1'-0" 1 LONGITUDINAL SECTION 1" = 1'-0" 5 WALL SECTION @ GATE 1" = 1'-0" 3 WALL SECTION 1 1" = 1'-0" 4 ENLARGED PLAN - GATE DOORS 1" = 1'-0" 6 TRUCK GATE ENLARGED No. Description Date GROUT FILLED, 5" H.M. FRAME. PAINT 8" CMU BULLNOSEBRICK VENEER H.M. DOOR. & FRAME. PRIME & PAINT CONT. CAULK @ FULL PERIMETER (BOTH SIDES) 1' - 0 1/4" GROUT FILLED, 5" H.M. FRAME. PAINT 8" CMU H.M. DOOR, PAINT BRICK VENEER 11 3/4" STEEL ANGLE. SEE STUCT. 3 5/8" 1" 7 5/8" 5" DOOR FRAME TYPE SCALE : 1/4" = 1' TYPE 1 2" 4' - 0" 2" 4' - 4" 4 " 7 ' - 0 " 7 ' - 4 " 2 A10.1 1 A 1 0 .1 TYPE A DOUBLE DOOR DOOR TYPES SCALE : 1/4" = 1' 4' - 0" 7 ' - 0 " Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \\ A h m e m 0 3 \b ld g \6 3 2 2 5 - S e v ie r v ill e W a s te C o m p a c to r E n c lo s u re \R E V IT \6 3 2 2 5 - S e v ie rv ill e W a s te C o m p a c to r E n c lo s u re .r v t 9 /1 5 /2 0 2 2 9 :4 9 :3 7 A M A10.1 DOOR TYPES & DETAILS Sevierville, TN Waste Compactor Enclosure MHL ZAW 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 1 1/2" = 1'-0" 2 JAMB DETAIL @ CMU & BRICK WALL 1 1/2" = 1'-0" 1 HEAD DETAIL @ CMU & BRICK WALL DOOR SCHEDULE DOOR NUMBER WIDTH HEIGHT DOOR TYPE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HEAD JAMB FRAME TYPE GLAZING FIRE RATING HARDWARE COMMENTS 101 4' - 0" 7' - 0" A HM PT-1 HM PAINT 1 2 1 NA NA 1 PRIME & PAINT DOOR HARDWARE 1: PROVIDE AND INSTALL LOCKSET WITH ACCESS CONTROL, CLOSER, 3 HINGES, AND MAGNETIC LOCK, EXTERIOR RATED. No. Description Date 1. 2012 INTERNATIONAL BUILDING CODE (IBC) 2. LIVE LOADS( REDUCED AS ALLOWED BY BUILDING CODE): A. WALLS: 5 PSF 3. DEAD LOADS: A. SELFWEIGHT 4. SNOW LOADS: A. GROUND SNOW LOAD: 10 PSF 5. WIND LOADS: A. ULTIMATE WIND SPEED (3 SECOND GUST): 105 MPH B. WIND IMPORTANCE FACTOR: 1.0 C. WIND EXPOSURE: B D. INTERNAL PRESSURE COEFFICIENT: 0 (OPENED STRUCTURE) E. COMPONENTS AND CLADDING PRESSURE 38 PSF (FREE-STANDING WALL) 6. SEISMIC LOADS (N 35.86777° , W 83.56492°): A. RISK CATEGORY: I B. MAPPED SPECTRAL RESPONSE COEFFICIENTS: SS= 0.414, S1= 0.123 C. DESIGN SPECTRAL RESPONSE COEFFICIENTS: SDS= 0.406, SD1= 0.190 D. SOIL SITE CLASS: D (ASSUMED) E. SEISMIC DESIGN CATEGORY: C F. RESPONSE MODIFICATION FACTOR: R = 2.00 G. DEFLECTION AMPLIFICATION FACTOR: Cd = 1.75 H. SYSTEM OVERSTRENGTH FACTOR: Ω0 = 2.50 I. SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALL J. DESIGN BASE SHEAR: V: 17 kip, Cs: 0.203 K. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF THE OWNER, CONTRACTOR, ARCHITECT, ENGINEER, SUPPLIER, OR ANY OF THE CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS, NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD (S.E.R.) OR ANY OF THE S.E.R.’S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. 2. REFERENCE TO STANDARD SPECIFICATIONS (CONCERNING STRUCTURAL DESIGN) OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD CODES, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE. 3. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. 4. SHOP DRAWING APPROVAL IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOB SITE; INFORMATION THAT PERTAINS SOLEY TO THE FABRICATION PROCESS OR TO THE MEANS AND METHODS OF CONSTRUCTION; COORDINATION OF THE WORK OF ALL TRADES; AND PERFORMING ALL WORK IN A SAFE SATISFACTORY MANNER. SHOP DRAWING APPROVAL DOES NOT MODIFY THE CONTRACTOR'S DUTY TO COMPLY WITH THE CONTRACT DOCUMENTS. 5. SUBMITTAL REVIEWS BY ALLEN & HOSHALL ARE ONLY FOR GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS AND ONLY THAT WHICH REMAINS WITHIN THE AGREED UPON SCOPE OF WORK. THE TECHNICAL DESIGN OF THIRD-PARTY SYSTEMS USED FOR CONSTRUCTION MEANS AND METHODS SHALL BE REVIEWED AND DESIGNED BY A DIRECT REPRESENTATIVE OF THE CONTRACTOR. ALLEN & HOSHALL MAINTAINS NO RESPONSIBILITY FOR THE DESIGN OF MEANS AND METHODS AND SHALL ACKNOWLEDGE SUBMITTALS OR REQUESTS FOR INFORMATION IN KIND AS “FOR INFORMATION ONLY” TO BE VERIFIED BY THE CONTRACTOR OR DIRECT REPRESENTATIVE OPERATING SAID MEANS AND METHODS. 6. CONTRACTOR SHALL MAKE PROVISION FOR REVIEW TIME OF ALL SUBMITTALS SUBMITTED TO ALLEN & HOSHALL OF NO LESS THAN 10 WORKING DAYS (14 CALENDAR DAYS) FROM THE DATE OF DELIVERY TO ALLEN & HOSHALL. 7. SUBMITTALS SHALL BE REPRESENTATIVE OF THE CONTRACTOR’S INTERPRETATION OF THE CONTRACT DOCUMENTS TO ENSURE UNDERSTANDING OF THE PROJECT REQUIREMENTS. ANY SUBMITTALS WITH INFORMATION INDICATING TRANSFERENCE, COPYING, OR ANY OTHER FORM OF DUPLICATION OF DETAILS PRESENTED ON THE CONTRACT DOCUMENTS AS THEIR OWN SHALL BE RETURNED FOR REVISION. 1. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. 2. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI, OR OTHER STANDARDS. 3. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS. 4. NOTES AND SPECIFIC DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. CONTACT THE ARCHITECT/ENGINEER FOR A DETERMINATION OF INTENT BEFORE PROCEEDING WITH RELATED WORK IF THERE IS ANY DISCREPANCY OR QUESTION REGARDING WHICH NOTE TO FOLLOW 1. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDOR DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY OR OMISSION. 2. CONTRACTOR SHALL IMMEDIATELY UPON NOTICE TO PROCEED VERIFY THE DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT/STRUCTURAL ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY. SITE SPECIFIC MEASUREMENTS OF EXISTING CONDITIONS SHALL BE INCORPORATED INTO SHOP DRAWING PRIOR TO SUBMITTAL FOR REVIEW. 3. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, PLUMBING, AND MECHANICAL DRAWINGS. 4. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 5. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. 6. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS. 1. FOUNDATIONS ARE DESIGNED BASED UPON ASSUMED SOIL BEARING CAPACITIES AS STATED BELOW. 2. ALLOWABLE SOIL BEARING PRESSURES USED IN DESIGN: A. SPREAD FOOTINGS: 1500 PSF B. CONTINUOUS FOOTINGS: 1500 PSF 3. FOOTING EXCAVATIONS SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED GEOTECHNICAL ENGINEER PRIOR TO STEEL OR CONCRETE PLACEMENT IN ORDER TO ASSESS THAT THE FOUNDATION MATERIALS ARE CONSISTENT WITH ABOVE STATED ASSUMED SOIL BEARING CAPACITIES. 4. IN THE EVENT THAT THE SOILS TEST RESULTS ARE DISAPPROVED, FOOTING EXCAVATIONS SHALL BE UNDERCUT (UNDER THE DIRECTION OF THE SOILS ENGINEER) UNTIL SOILS OF ADEQUATE BEARDING CAPACITY ARE ENCOUNTERED. BACKFILL UNDER FOOTINGS SHALL CONSIST OF CONCRETE F'C = 2500 PSI @ 28 DAYS PLACED UP TO THE PROPOSED BOTTOM OF FOOTING ELEVATION. 5. FOOTINGS SHALL BEAR ON UNDISTURBED RESIDUAL SOILS OR COMPACTED FILL, MAXIMUM DENSITY OF 98% ASTM D-698. 6. FOOTING ELEVATIONS SHOWN ON THE PLANS ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL FOOTING ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR AT THE SITE AND SHALL BE A MINIMUM OF 13" BELOW FINISHED GRADE. 7. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. IF BOTTOMS OF TRENCHES BECOME SOFTENED DUE TO WATER BEFORE FOOTINGS ARE CAST, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL EXCAVATE THE SOFTENED MATERIAL AND REPLACE WITH CONCRETE. 8. ALL PIPES (WATER LINES, SEWER LINES, ETC.) AND CONDUITS RUNNING THROUGH WALLS / SLABS SHALL BE PROTECTED WITH 1⁄2" EXPANSION MATERIAL. 9. CONTINUOUS FOOTING PERPENDICULAR TO PIPE RUNS SHALL BE EITHER LOWERED TO ALLOW PIPES TO PASS THROUGH ABOVE SUCH FOOTINGS OR HAVE CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW SUCH FOOTINGS. FOOTINGS PARALLEL TO PIPE RUNS SHALL BE LOWERED TO AVOID SURCHARGE ONTO THE TRENCH EXCAVATIONS. 10. REFER TO CIVIL/ARCHITECTURAL PLANS FOR LIMITS OF EXCAVATION. 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318), LATEST EDITION WITH MODIFICATIONS AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 2. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. APPROVED TESTING LABORATORY SHALL SAMPLE AND TEST ALL CONCRETE POURED. 3. SUBMIT CONCRETE MIX DESIGN TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO ANY CONCRETING. IDENTIFY THE TYPE OF ELEMENT (I.E., SLAB, WALL, ETC.) INTENDED FOR PLACEMENT FOR EACH MAX DESIGN SUBMITTAL. 4. ALL EXPOSED CORNERS OR EDGES OF COLUMNS, PIERS, WALLS, ETC., SHALL BE FORMED WITH A 3/4” CHAMFER UNLESS NOTED OTHERWISE ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. 5. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 6. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING CONCRETE. DO NOT CUT ANY REINFORCING THAT MAY CONFLICT. CORING IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 7. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30% OF THE SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. 8. CURING COMPOUNDS ON CONCRETE THAT IS TO RECEIVE SPECIAL FINISH SHALL BE APPROVED BY THE MANUFACTURER BEFORE USE. 9. ROUGHEN SURFACE OF HORIZONTAL OR NEARLY HORIZONTAL CONSTRUCTION JOINTS SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSED PARTICLES OR DAMAGED CONCRETE. 10. "WET SETTING" OF ANCHORS, DOWELS AND EMBEDED ITEMS SHALL BE PROHIBITED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 11. CONCRETE STRENGTH AND EXPOSURE REQUIREMENTS: A. FOUNDATION CONCRETE AND SLABS SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI. B. ALL EXPOSED EXTERIOR CONCRETE TO HAVE MINIMUM STRENGTH OF 4500 PSI. C. ALL AGGREGATE SHALL BE LIMESTONE. D. ALL CEMENT SHALL BE PORTLAND CEMENT TYPE 1. E. EXPOSURE: F2 S0 P0 C1. F. W/C RATIO REQUIREMENTS: 0.45 MAX. G. AIR ENTRAINMENT REQUIREMENTS: 6% ± 1.5%. 1. REINFORCING SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH ACI DETAILING MANUAL. 2. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH + 2", WHICHEVER IS GREATER. 5. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE GRADE, SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING, RESPECTIVELY. 6. REINFORCING STEEL IN ALL CONCRETE WALLS AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS. 7. PROVIDE (2) #5 EXTRA REINFORCING BARS AROUND ALL SIDE OF OPENINGS IN CONCRETE, UNLESS NOTED OTHERWISE ON THE PLANS. EXTEND BARS 2'-0" BEYOND EACH EDGE OF OPENING. 8. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE 9. MINIMUM CLEAR COVERAGE OF CONCRETE OVER REINFORCEMENT SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: a. NO. 6 THROUGH NO. 18 BAR 2" b. NO. 5 BAR, W31 OR D31 WIRE OR SMALLER 1-1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: a. SLABS WALLS AND JOISTS NO. 14 & NO. 18 1-1/2" b. SLABS WALLS AND JOISTS NO. 11 & SMALLER 3/4" c. BEAMS, COLUMNS: TIES AND PRIMARY REINFORCING 1-1/2" 1. CONCRETE MASONRY UNITS FOR LOAD BEARING WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'm = 2000 PSI. A. HOLLOW UNITS: ASTM C90 GRADE N, LIGHTWEIGHT TYPE 1 (MOISTURE CONTROLLED) B. SOLID UNITS: ASTM C145 GRADE N, TYPE 1 (MOISTURE CONTROLLED) 2. CONCRETE MASONRY UNITS SHALL BE LAID WITH TYPE M OR S MORTAR. 3. GROUT FOR REINFORCED MASONRY: ASTM C476 (2000 PSI) 4. REINFORCEMENT: A. HORIZONTAL JOINTS:STANDARD DUR-O-WALL OR EQUIVALENT TRUSS OR TRI-ROD REINFORCEMENT AT 16"O.C. UNLESS NOTED OTHERWISE (9 GAUGE MINIMUM HORIZONTALS, 9 GAUGE MINIMUM CROSS-BARS). B. VERTICAL AND HORIZONTAL REINFORCEMENT: ASTM A706, GRADE 60 5. CONSTRUCTION OF ALL CONCRETE MASONRY SHALL CONFORM TO THE LATEST EDITION OF ACI-530. 6. GROUT SOLID ALL CELLS CONTAINING REINFORCING AND ALL CELLS BELOW GRADE. 7. CONTROL JOINTS: SPACING SHALL NOT EXCEED 30'-0" OR 3 TIMES THE WALL HEIGHT WHICHEVER IS LESSER, UNLESS NOTED OTHERWISE. 8. GROUT ALL BEAM AND JOIST POCKETS SOLID AFTER INSTALLATION OF BEAMS AND JOISTS. 9. MINIMUM LAP OF REINFORCING STEEL SHALL BE 50 BAR DIAMETERS FOR TYPICAL REINFORCING AND 50 BAR DIAMETERS FOR ALL JAMB BARS SHOWN ON WALL ELEVATIONS OR 2'-0" MINIMUM. 10. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0". 11. PROVIDE 1/4" CLEARANCE FROM INSIDE FACE OF BLOCK MASONRY CELLS AND MINIMUM OF ONE BAR DIAMETER, BUT NOT LESS THAN 3/4" CLEAR DISTANCE BETWEEN PARALLEL BARS. 12. ALL VERTICAL REINFORCING STEEL SHALL BE POSITIONED AND HELD IN PLACE BY MEANS OF WIRE SPACERS. 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, UNLESS NOTED OTHERWISE. PIPE COLUMNS SHALL CONFORM TO ASTM A53 TYPE E OR S GRADE B. TUBES SHALL CONFORM TO ASTM A500 GRADE B. ANGLE, CHANNEL AND PLATE SHALL CONFORM TO ASTM A36 GRADE 36. 2. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS. 3. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH STANDARD PRACTICES OF AISC. A. CONNECTIONS: a. METHOD OF DESIGN: LRFD (ALL INDICATED LOADS ARE FACTORED UNLESS NOTED OTHERWISE). b. PROCEDURE FOR DESIGN: • 3.1.2 (1): THE COMPLETE CONNECTION DESIGN HAS BEEN INDICATED ON THE CONTRACT DOCUMENTS. B. HIGH-STRENGTH BOLTS: ASTM A325 BEARING TYPE N INSTALLED IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS. C. ANCHORS: a. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. b. THREADED CONCRETE ANCHORS SHALL BE SIMPSON STRONGTIE TITEN-HD UNESS NOTED OTHERWISE. 4. ALL WELDS MUST BE MADE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY CODE D-1.1. 5. FIELD AND SHOP CONNECTIONS SHALL BE WELDED AS SHOWN ON DRAWINGS OR BOLTED WITH HIGH STRENGTH BOLTS, UNLESS NOTED OTHERWISE. 6. SEE ARCHITECTURAL DRAWINGS FOR ANGLES, CLIPS, BARS, PLATES, AND OTHER ITEMS ATTACHED TO STRUCTURAL MEMBERS. 7. SEE ARCHITECTURAL DRAWINGS FOR ALL ARCHITECTURALLY-EXPOSED STRUCTURAL STEEL REQUIREMENTS. 8. PROVIDE TEMPORARY BRACING AS REQUIRED MAINTAINING ALIGNMENT AND SECURITY OF STRUCTURES DURING CONSTRUCTION. 9. DO NO CUTTING, DRILLING OR MODIFYING OF STRUCTURAL MEMBERS WITHOUT THE APPROVAL OF THE ENGINEER. 10. THE MANUFACTURER'S NAME, BRAND OR TRADEMARK (MILL IDENTIFICATION MARKS) SHALL BE SHOWN IN RAISED LETTERS AT INTERVALS ALONG THE LENGTH. (ASTM A6/A6M 96-97, PARAGRAPH 12.2) NOTE: FOR BEAMS WITH THE GREATEST CROSS-SECTIONAL DIMENSION NOT EXCEEDING (6") SIX INCHES, THE PRODUCER OR PROCESSOR HAS THE OPTION OF MARKING OR TAGGING A BUNDLE OF SUCH BEAMS WITH THE ABOVE INFORMATION. 11. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS. ADJ ADJACENT AFF ABOVE FINISHED FLOOR APPROX APPROXIMATE(LY) ARCH ARCHITECTURAL BC BOTTOM CHORD BLDG BUILDING BM BEAM BTM BOTTOM BP BASE PLATE BRG BEARING BS BOTH SIDES BW BOTH WAYS C COMPRESSION CHNL CHANNEL CJ CONSTRUCTION JOINT CL CENTERLINE CLR CLEAR OR CLEARANCE CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE D DEPTH DIA,Ø DIAMETER DIM DIMENSION DWG DRAWING DWL DOWEL EA EACH EF EACH FACE ELEC ELECTRICAL ELEV ELEVATION EMBED EMBEDMENT EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR FND FOUNDATION FFE FINISHED FLOOR ELEVATION FP FULL PENETRATION FS FAR SIDE FTG FOOTING GA GAGE OR GAUGE GALV GALVANIZED HORIZ HORIZONTAL HS HEADED STUD INSUL INSULATION INT INTERIOR JST JOIST JT JOINT K KIPS (1000 LBS.) KSI KIPS PER SQUARE INCH LB,# POUNDS LD DEVELOPMENT LENGTH LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LWC LIGHTWEIGHT CONCRETE MANUF MANUFACTURER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS MTL METAL N/A NOT APPLICABLE NS NEAR SIDE NTS NOT TO SCALE O.C. ON CENTER OF OUTSIDE FACE OPNG OPENING OPP OPPOSITE PERP PERPENDICULAR PL PLATE PEMB PRE-ENGINEERED METAL BUILDING PRELIM PRELIMINARY PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH RAD RADIUS RD ROOF DRAIN REINF REINFORCING (-ED, -MENT) REQ'D REQUIRED REV REVISION RW RETAINING WALL SCHED SCHEDULE (D) SECT SECTION SHT SHEET SIM SIMILAR SJ SEISMIC JOINT SPEC SPECIFICATIONS(S) SQ SQUARE SS STAINLESS STEEL STRUCT STRUCTURE SYM SYMMETRICAL T TOP, TENSION T/,T.O. TOP OF T/CONC TOP OF CONCRETE T/FTG TOP OF FOOTING T/SLAB TOP OF SLAB T&B TOP & BOTTOM TEMP TEMPERATURE THK THICKNESS TOS TOP OF STEEL TOW TOP OF WALL TRNV TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH W/O WITHOUT WP WORK POINT WWF WELDED WIRE FABRIC CONCRETE STEEL BRICK CONCRETE UNIT MASONRY SAND / GROUT GRAVEL UNDISTURBED EARTH COMPACTED FILL WOOD Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. C :\ U s e rs \c s m it h \D o c u m e n ts \6 3 2 2 5 -S tr u c t R 2 0 _ c s m it h @ a lle n h o s h a ll . c o m .r v t 8 /2 9 /2 0 2 2 5 :2 2 :5 5 P M S0.1 GENERAL NOTES Sevierville Waste Compactor Enclosure CWS JTS 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. STRUCTURAL GENERAL NOTES A. DESIGN CRITERIA B. GENERAL NOTES C. CONTRACT DOCUMENTS D. CONTRACTOR RESPONSIBILITIES E. SHALLOW FOUNDATIONS F. CONCRETE G. REINFORCING J. MASONRY H. STRUCTURAL STEELABBREVIATIONS ( APPLIES TO SX SERIES SHEETS ONLY. ) MATERIALS LEGEND No. Description Date 3 S1.1 3 S1.1 30' - 3 7/8" A B A W30 W30 W 3 0 W30 W30 W30 W30 F54A F54A F54A F54AF54AF54A T/FTG -2' - 0" 1 7 ' - 1 1 3 /8 " 1 5 ' - 4 1 /8 " 9' - 7 7/16" 9' - 7 5/8" 9' - 1 9/16" 9' - 7 7/16" 9' - 7 5/8" 9' - 1 9/16" F 5 4 A F 5 4 A 2 S1.1 2 S1.1 GROUT VOIDS SOLID BELOW GRADE TYP H SS 6X 6X 3/ 8 H SS6X6X3/8 6 S5.1 W 4 8 FOUNDATION PLAN NOTES: 1. FINISHED FLOOR ELEVATION = 0'-0" 2. S0.1 SHALL BE REFERENCED FOR GENERAL NOTES. 3. SEE S5.1 AND S5.2 FOR DETAILS AND SCHEDULES. 4. CONTRACTOR SHALL COORDINATE & VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5. ALL MINOR SLAB RECESSES AND/OR PENETRATIONS (FLOOR BOXES, MOP SINKS, ETC.) SHALL BE COORDINATED BY CONTRACTOR WITH ALL OTHER DISCIPLINE DRAWINGS PRIOR TO POURING SLAB. 6. FINAL LOCATION OF ALL SLAB CONSTRUCTION/CONTROL JOINTS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. GROUND LEVEL 0' - 0" T/CMU 8' - 8" 4" CONC BLOCK BELOW GRADE TYP GROUND LEVEL 0' - 0" T/CMU 8' - 8" 4" CONC BLOCK TYP BELOW GRADE 6 S5.1 Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. C :\ U s e rs \c s m it h \D o c u m e n ts \6 3 2 2 5 -S tr u c t R 2 0 _ c s m it h @ a lle n h o s h a ll . c o m .r v t 8 /2 9 /2 0 2 2 5 :2 2 :5 5 P M S1.1 FOUNDATION PLAN AND ELEVATIONS Sevierville Waste Compactor Enclosure CWS JTS 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 1/4" = 1'-0" 1 FOUNDATION PLAN GRAPHIC SCALE SCALE: 1/4"=1'-0" 4' 0 4' 8' 1/2" = 1'-0" 2 ENCLOSURE ELEVATION 1/2" = 1'-0" 3 ENCLOSURE ELEVATION No. Description Date CORNER VARS - MATCH CONT. FOOTING REINF. SIZE & SPACING EDGE OF FOOTING EDGE OF FOOTING 2' - 0" (MIN) 2 ' - 0 " (M IN ) SCHEDULE SEE PLAN + EDGE OF FOOTING EDGE OF FOOTING SCHEDULE SEE PLAN + TRANSVERSE BARS NOT SHOWN FOR CLARITY #11 #10 #9 #8 #7 #6 #5 #4 #3 17" 22" 28" 34" 49" 56" 63" 71" 78" 19" 25" 31" 38" 54" 62" 70" 79" 87" BAR SIZE f'c = 5000 PSIf'c = 4000 PSIf'c = 3000 PSI 101" 91" 81" 72" 63" 43" 36" 29" 22" REINFORCING LAP SPLICE LENGTH SCHEDULE SLAB SPLICE DETAIL TOP REINF. SEE SCHED. LAP SPLICE 12d or 12" MIN. SLOPE 1:12 MAX. TYP. BTM. REINF. 1 1/2" MIN. 6" MAX. 1 1/2" or WIRED IN CONTACT SEE SCHED. "d" LAP SPLICE SEE SCHED. LAP SPLICE BEAM SPLICE DETAIL 12d or 12" MIN.NOTES: 1. FY = 60 ksi 2. SPLICE LENGTHS ARE FOR NORMAL WEIGHT CONCRETE. 3. ALL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF THE REINFORCING IS LAP SPLICED WITHIN THE REQUIRED LAP SPLICE LENGTH, THE LAP SPLICE LENGTH SHALL BE INCREASED BY 33%. 4. LAP LENGTHS SPECIFICALLY DETAILED IN DRAWINGS SHALL GOVERN IN LIEU OF SCHEDULE. 5. SMALLER BAR REQUIRED LAP LENGTH SHALL BE USED WHEN SPLICING WITH A LARGER BAR. WALL SEE PLAN FOR PIPES 2’-0” OR LESS BELOW FOOTING PROVIDE STEEL SLEEVE 2"Ø LARGER THAN LINE & BACKFILL TO BOTTOM OF FOOTING W/ 3000 PSI CONCRETE. FOOTING GREATER THAN FOOTING WIDTH BELOW FOOTING USE COMPACTED FILL WITHOUT STEEL SLEEVE. NOTE: 1. FOOTING LOCATED IN FOOTING OR BELOW FOOTING THE WIDTH OF THE FOOTING (i.e. W24 – PIPES 24” BELOW BASE OF FOOTING) REQUIRE SLEEVES. 2. ADD REINFORCING ABOVE AND BELOW PIPE AS INDICATED. 3. LEAN CONCRETE TO FILL TRENCH IF PLUMBING BELOW FOOTING 4. ADDED CONCRETE TO FOOTING IF PIPE IS IN FOOTING. CONT. FOOTING 2 " M in . ADD'L #5 x 5' - 0" @12" O.C. O R L E S S F T G . W ID T H 1' - 6" 1' - 6" FOOTING REINFORCING - SEE PLAN & SCHEDULE BENT BARS - SAME NUMBER & SIZE AS FOOTING REINFORCING FOOTING REINFORCING - SEE PLAN & SCHEDULE CONTINUOUS FOOTING PER PLAN & SCHEDULE 2 ' - 0 " (M A X ) 4' - 0" (MIN) 2 1 /2 " M IN . HOOK BAR DETAILS CRITICAL SECTION L d h 6 * d db = BAR DIAMETER 12*d Ld LdhLd Ldh REINFORCING EMBEDMENT / DEVELOPMENT LENGTH 16 1/2" Ld Ldh 8 1/2" 11"22" 14"28" 17"33" 20"48" 22"55" 25"62" 28"70" 31"78" f'c = 3000 PSI f'c = 4000 PSI f'c = 5000 PSI BAR SIZE 67" 27" 61" 25" 54" 22" 48" 19" 42" 17" 29" 15" 24" 12" 19" 10" 8"14 1/2" 60" 24" 54" 22" 48" 20" 43" 17" 38" 15" 26" 13" 22" 11" 17" 9" 7"13"#3 #4 #5 #6 #7 #8 #9 #10 #11 Notes: 1. Fy = 60 ksi. 2. Ld = STRAIGHT BAR DEVELOPMENT LENGTH. 3. Ldh = DEVELOPMENT LENGTH w/ STANDARD HOOK. b b GROUND LEVEL 0' - 0" 6 1/2" 6' - 6" 7 ' - 4 1 /2 " 9 " 8 ' - 1 1 /2 " HSS3X3X1/4 (4) SIDES PL 1/2" x 3" TYP (2) PLCS CJP TYP 6 " 6 " KEISLER MACHINE HALF MORTICE HINGE 2100 LH/RH TYP (3) PLCS EA GATE BASE PL 1" x 13" x 1'-1" W/ (4) 1" Ø F1554 GR 36 ALL THRD W/ 10" EMBED IN SIMPSON AT-XP ADHESIVE Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. C :\ U s e rs \c s m it h \D o c u m e n ts \6 3 2 2 5 -S tr u c t R 2 0 _ c s m it h @ a lle n h o s h a ll . c o m .r v t 8 /2 9 /2 0 2 2 5 :2 2 :5 6 P M S5.1 FOUNDATION DETAILS Sevierville Waste Compactor Enclosure CWS JTS 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 3/4" = 1'-0" 1 TYPICAL CONT. FOOTING INTERSECTION DETAIL 3/4" = 1'-0" 2 REINFORCED LAP SPLICE DETAIL + SCHEDULE 3/4" = 1'-0" 3 PIPE SLEEVE UNDER FOOTING 3/4" = 1'-0" 4 TYPICAL FOOTING STEP DETAIL 3/4" = 1'-0" 5 DEVELOPMENT LENGTH SCHEDULE CONTINUOUS FOOTING SCHEDULE MARK WIDTH THICKNESS REINFORCING COMMENT W30 2' - 6" 1' - 3" (4) #5 x CONT w/ #3 TRANS BARS @ 32" OC BOTTOM W48 4' - 0" 1' - 3" (6) #5 x CONT w/ #3 TRANS BARS @ 32" OC BOTTOM ISOLATED FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS REINFORCING COMMENT F54A 4' - 6" 4' - 6" 1' - 3" (4) #6 EACH WAY TOP & BOTTOM No. Description Date 1/4" = 1'-0" 6 SECTION AT GATE X (2) PLACES SET FIRST COURSE IN FULL MORTAR BEDDING VERTICAL REINFORCING. LAP AND HOLD IN POSITION AS REQUIRED. SEE PLAN FOR SIZE AND LOCATION FOUNDATION OR FLOOR SLAB CMU MORTAR CROSS WEBS ADJACENT TO FILLED CELLS GROUT FILLED CELL. PLACE AND CONSOLIDATE GROUT PER SPECIFICATIONS OR IN 5'-0" MAX. LIFTS. STOP GROUT 1 1/2" FROM TOP OF CMU HORIZONTAL JOINT REINFORCING (SEE SPECIFICATIONS) STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 16". USE PREFAB L's & T's AT WALL INTERSECTIONS. NOTE: SEE STRUCTURAL NOTES AND DETAILS FOR REINFORCEMENT SIZE AND SPACING. BOND BEAM STEEL CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS FOR HIGH-LIFT GROUTING PER SPECIFICATIONS CONTRACTOR'S OPTION: U-SHAPED BOND BEAM MAY BE SUBSTITUTED FOR KNOCK-OUT BOND BEAM METAL LATH OR WIRE SCREEN OVER UN-GROUTED CELLS UNDER KNOCK-OUT BOND BEAM TO CONTAIN GROUT (SHEET METAL AND FELT ARE PROHIBITED) GROUT ALL CELLS SOLID BELOW GRADE REINFORCE AND GROUT EACH SIDE OF CONTRACTION JOINT. BOND BEAM REINFORCING AT CONTRACTION JOINT BOND BEAM REINFORCING IS TERMINATED 2" FROM EACH SIDE OF CONTRACTION JOINT. SIZE AND SPACING SEE PLAN FOR REINFORCING PROVIDE 4'-0" LONG SMOOTH 1/2" DIA. DOWELS ACROSS THE JOINT. NUMBER OF DOWELS TO MATCH NUMBER OF BOND BEAM REINFORCING. PREVENT BOND BETWEEN BAR AND GROUT WITH GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW 1" OF MOVEMENT. LOCATION OF CONTRACTION JOINT BELOW. REINFORCE AND GROUT EACH SIDE OF CONTRACTION JOINT. WALL REINFORCING AT CONTRACTION JOINT SIZE AND SPACING SEE PLAN FOR REINFORCING CONTRACTION JOINT W/SHEAR LUGS STOP TYPICAL HORIZONTAL JOINT REINFORCING AT EACH SIDE OF CONTRACTION JOINT. CONTRACTION JOINT MATERIAL W/SHEAR LUGS BACKER ROD O F T H E H E A D J O IN T ) D E P T H O F C A U L K IN G (O N E H A L F T H E W ID T H CONCRETE MASONRY UNIT WALL REINFORCING LAP LENGTH SCHEDULE (1) LAP LENGTH BAR SIZE (4) NOTES: 1. LAP SPLICE LENGTHS ARE BASED ON SECTION 2107 OF THE BUILDING CODE. 2. MULTIPLY ABOVE LAP LENGTHS BY 1.25 FOR GRADE 75 REINFORCING STEEL. 3. MULTIPLY ABOVE LAP LENGTHS BY 1.50 FOR EPOXY COATED BARS. 4. REINFORCEMENT LARGER THAN #9 SHALL BE SPLICED USING MECHANICAL CONNECTIONS. 5. USE CASE B UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. TENSION OR COMPRESSION LAP SPLICE LENGTHS, (INCHES) FOR GRADE 60 (2) UNCOATED BARS (3); MASONRY CASE A (5) CASE B (5) #3 15 27 #4 20 36 #5 25 45 #6 30 54 #7 35 63 #8 40 72 #9 46 82 8" CMU IN RUNNING BOND W/ 16" SQUARE PILASTER BOND BM REINF, SEE SCHED WALL VERT REINF, SEE SCHED 16" SQUARE PILASTER W/ (4) #7 VERT & #3 TIE @ 8" OC VENEER, SEE ARCH 8" CMU IN RUNNING BOND W/ 16" SQUARE PILASTER BOND BM REINF, SEE SCHED WALL VERT REINF, SEE SCHED 16" SQUARE PILASTER W/ (4) #7 VERT & #3 TIE @ 8" OC VENEER, SEE ARCH CLEAR WALL OPENING > 8'-0" TO 12'-0" BRICK LINTEL ANGLE SCHEDULE > 4'-0" TO 8'-0" TO 4'-0" SIZE WT8x18 (STEM UP) L5x3 1/2x1/4 LLV L3 1/2x3 1/2x1/4 ANCHORAGE LOOSE LOOSE LOOSE 1. 8" MINIMUM BEARING EACH END, TYPICAL. 2. SEE ARCHITECT FOR BLOCKING, IF REQUIRED. 3. ALL BRICK LINTELS SHALL BE GALVANIZED. SEE PLAN BRICK VENEER BRICK LINTEL ANGLE, SEE SCHED. BLOCKING CMU LINTEL, SEE CMU LINTEL SCHED. LOOSE STORM SHELTER LOUVERS L6x6x5/16 5/8" Ø x 4 1/2" TITEN HD ANC. @ EACH BEARING END SEE PLAN BRICK VENEER BRICK LINTEL ANGLE, SEE SCHED. CMU LINTEL, SEE CMU LINTEL SCHED. BOLTED COORDINATE ANCHOR AND REINF LOCATIONS. OPENING WIDTH UP TO 4'-0" 4'-0" UP TO 6'-0" 6'-0" UP TO 8'-0" 8'-0" UP TO 12'-0" LINTEL DEPTH 8" 8" 16" 24" REMARKS (2) #4 BOTTOM (2) #5 BOTTOM (2) #5 TOP & BTM (2) #6 TOP & BTM STANDARD CMU LINTEL SCHEDULE REINF. JAMB SECTION w/ (2) #5 VERT. MIN. TYP. U.N.O. SEE CMU WALL REINF. ELEVATION REINF. VARIES SEE SCHEDULE BRG. 8" MIN LINTEL IS TO BE FULLY GROUTED HORIZ. & VERT, FULL LENGTH LINTEL IS TO BE FULLY GROUTED HORIZ. & VERT, FULL LENGTH, JAMBS SHALL BE FULLY GROUTED SOLID FULL HEIGHT SECTION ELEVATION 4 " 2 1/2"± #5@32" o.c. TERMINATING IN A 180° HOOK @ BOTTOM COURSE OF CMU BEAM (UP TO 8'-0" LINTEL SPAN) 4 "± 90° HOOKS EACH END TOP & BOTTOM G R O U T S O L ID M A S O N R Y B E A M Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. C :\ U s e rs \c s m it h \D o c u m e n ts \6 3 2 2 5 -S tr u c t R 2 0 _ c s m it h @ a lle n h o s h a ll . c o m .r v t 8 /2 9 /2 0 2 2 5 :2 2 :5 6 P M S5.2 CONCRETE MASONRY DETAILS Sevierville Waste Compactor Enclosure CWS JTS 08/29/2022 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 3/4" = 1'-0" 1 TYPICAL CMU WALL CONSTRUCTION 3/4" = 1'-0" 2 TYPICAL CONTRACTION JOINT DETAILS 1" = 1'-0" 3 CMU PILASTER DETAIL 1" = 1'-0" 4 CMU PILASTER DETAIL WALL SCHEDULE MARK THICKNESS VERTICAL REINFORCING BOND BEAM REINFORCING COMMENTS A 8" CMU #5 CENTERED @ 24" OC (1) #5 HORIZ, @ 40" OC MAX VERT B 8" CMU #5 CENTERED @ 24" OC (2) #5 HORIZ @ 24" OC VERT 3/4" = 1'-0" 5 BRICK LINTEL ANGLE SCHEDULE 1" = 1'-0" 6 TYPICAL MASONRY LINTEL SCHEDULE No. Description Date 1 2 4 3/4" TYPE K COPPER DOMESTIC WATER SERVICE SEE CIVIL DRAWINGS FOR CONTINUATION. 1 PROVIDE A WATTS 3/4" 919QT-S REDUCED PRESSURE ZONE BACKFLOW ASSEMBLY IN A HEATED INSULATED ENCLOSURE 2 MANUFACTURED WITH MARINE GRADE ALUMINUM WITH HINGED DRAIN PANEL AND 18FT OF 5 WATTS PER FOOT SELF-REGULATING HEAT CABLE, 120V. SAFE-T-COVER MODEL 100S-AL 3/4" TYPE K COPPER DOMESTIC WATER SERVICE DOWN TO BELOW SLAB AND OFFSET TO SERVE POST HYDRANT. 3 3/4" FREEZE PROOF, COMPRESSION-TYPE POST HYDRANT. INTER SUPPLY ASSEMBLY OF SOLID-BRASS CASTINGS. 4 OUTER CASING SHALL BE BLACK IRON PIPE FINISHED WITH A HEAVY DUTY GRADE OF OIL-BASED GREEN ENAMEL. NOZZLE SHALL BE SOLID BRASS CASTING THREADED FOR 3/4" HOSE CONNECTION WITH -VB VACUUM BREAKER OPTION. MURDOCK MODEL M-75-VB WITH 3' DEPTH OF BURY. KEY NOTES FLOOR PLAN - PLUMBING 1/4" = 1'-0"P1.0 1 3 P1.0 FLOOR PLAN - PLUMBING RLT TGS Allen&Hoshallengineers• architects• surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. \ \ A h m e m 0 3 \ b l d g \ 6 3 2 2 5 - S e v i e r v i l l e W a s t e C o m p a c t o r E n c l o s u r e \ R E V I T \ 6 3 2 2 5 - S e v i e r v i l l e W a s t e C o m p a c t o r E n c l o s u r e . r v t 7 / 1 / 2 0 2 2 1 : 5 5 : 3 0 P M Sevierville, TN Waste Compactor Enclosure 08/29/2022 63225 BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. No. Description Date BID SET R E G IS TE RED ENG IN E E R M IC A E S T A TE OF TENN ES S E E No . 104 1 XVI M E CRE M O C AGRICULTURE 5 H .SL I L L CO N S 5 EX BUILDING EX BUILDING EX BUILDING APPROXIMATE LOCATION OF EXISTING (3) 2 1/2"C STUB-OUT IN TRANSFORMER (EX FENCE) APPROXIMATE LOCATION OF EXISTING (2) 2"C STUB-OUT FOR COMM APPROXIMATE LOCATION OF EXISTING (2) 2"C STUB-OUT FOR COMM APPROXIMATE LOCATION OF EXISTING (3) 2 1/2"C STUB-OUT FROM TRANSFORMER 1 2 Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. C :\ U s e rs \m c o lli n s \D o c u m e n ts \6 3 2 2 5 -E le c R 2 0 _ m c o lli n s @ a lle n h o s h a ll. c o m .r v t 8 /2 9 /2 0 2 2 4 :1 4 :2 6 P M E1.0 SITE PLAN - POWER AND COMM Sevierville, TN Waste Compactor Enclosure MSC JAB 08.29.22 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 1/16" = 1'-0" 1 SITE PLAN - POWER AND COMM KEYNOTE LEGEND KEY NO. COMMENTS (THIS SHEET ONLY) 1 CONTRACTOR SHALL RELOCATE THE EXISTING (3) 2 1/2"C REPRESENTED HERE TO AVOID CONFLICTING WITH THE ENCLOSURE AND EXTEND THEM TO THE NEW PANEL "J" LOCATION SHOWN ON SHEET E1.1 - COORDINATE WITH CIVIL AND STRUCTURAL TO AVOID CONFLICT WITH UTILITIES AND FOOTINGS. 2 CONTRACTOR SHALL RELOCATE THE EXISTING (2) 2"C REPRESENTED HERE TO AVOID CONFLICTING WITH THE ENCLOSURE AND EXTEND THEM TO THE NEW COMM PANEL LOCATION SHOWN ON SHEET E1.1 - COORDINATE WITH CIVIL AND STRUCTURAL TO AVOID CONFLICT WITH UTILITIES AND FOOTINGS. No. Description Date R E G IS TE RED ENG IN E E R M IC A E S T A TE OF TENN ES S E E No . 104 1 XVI M E CRE M O C AGRICULTURE 5 H .SL I L L CO N S 5 EX BUILDING "REMOTE POWER PACK" A A A AA PANEL "J" ALL RECEPTACLES SHALL BE TAMPER-RESISTANT, GROUND-FAULT CIRCUIT INTERRUPTER, DUPLEX RECEPTACLES WITH WEATHERPROOF WHILE-IN-USE COVER, MTD. 18" AFG, UOI CIRCUIT ALL LIGHT FIXTURES TO PANEL "J", CIRCUIT #2 - PROVIDE ADDITIONAL UNSWITCHED HOT AS REQUIRED CIRCUIT "REMOTE POWER PACK" TO PANEL "J", CIRCUIT #1,3,5 TO THE 45A/3P LOCKABLE, HACR-RATED BREAKER USING 4#8, #10G - 1"C. CIRCUIT ALL RECEPTACLES (UOI) TO PANEL "J", CIRCUIT #4 CIRCUIT TO PANEL "J", CIRCUIT #6 TO THE 20A/1P GFPE BREAKER CR CARD READER 1 2 3 4 5 (EX FENCE) Allen&Hoshallengineers • architects • surveyors Allen & Hoshall 1661 International Drive, Suite 100 Memphis, TN 38120 901 820 0820 fax 901 683 1001 CHECKED: DRAWN: JOB NO: DATE: COPYRIGHT Allen & Hoshall This document is proprietary to Allen & Hoshall and shall not be reproduced or used by others without prior written consent. C :\ U s e rs \m c o lli n s \D o c u m e n ts \6 3 2 2 5 -E le c R 2 0 _ m c o lli n s @ a lle n h o s h a ll. c o m .r v t 8 /2 9 /2 0 2 2 4 :1 4 :2 6 P M E1.1 FLOOR PLAN - LIGHTING, POWER, AND COMM. Sevierville, TN Waste Compactor Enclosure MSC JAB 08.29.22 63225 BID SET BRUCE STREET @ NORTH PARKWAY SEVIERVILLE TN. 1/4" = 1'-0" 1 FLOOR PLAN - LIGHTING, POWER, AND COMM. KEYNOTE LEGEND KEY NO. COMMENTS (THIS SHEET ONLY) 1 ALL TYPE "A" FIXTURES SHOWN SHALL BE LITHONIA WDGE2 LED-P1SW-40K-80CRI-VW-MVOLT-SRM-E4WH-PIR-DDBTXD (OR APPROVED EQUAL). MOUNT AT 8' AFG TO TOP OF FIXTURE. PROGRAM INTEGRAL SENSOR AS REQUIRED TO COMPLY WITH IECC 2018 SECTION C405.2.6 FOR DUSK TO DAWN OPERATION AND DIMMING OPERATION - PROVIDE PHOTOCELL AND REMOTE AS REQUIRED. 2 CONTRACTOR SHALL PROVIDE NEMA-3R, 100A MCB, 208Y/120V, 3-PHASE, 4-WIRE, 12-CIRCUIT, SERVICE-ENTRANCE RATED PANELBOARD AS SHOWN HERE. PROVIDE (1) 45A/3P LOCKABLE, HACR-RATED BREAKER, (8) 20A/1P BREAKERS, AND (1) 20A/1P GFPE BREAKER. LABEL PANEL "J" WITH AN ENGRAVED PLACARD. CIRCUIT FROM EXISTING UTILITY TRANSFORMER SHOWN ON SHEET E1.0 USING 4#1/0 IN ONE OF THE EXISTING 2 1/2"C. PROPERLY CAP AND SEAL THE TWO REMAINING SPARE CONDUITS. GROUND PANEL "J" PER NEC 250. 3 WALL MOUNT COMPACTOR CONTROL PANEL SHOWN HERE PER MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. CIRCUIT TO "REMOTE POWER PACK" USING THE PROVIDED 15' FLEXIBLE WHIP - PROPERLY SECURE WHIP TO WALL IN A NEAT AND PROFESSIONAL MANNER. 4 CONTRACTOR SHALL PROVIDE DUPLEX RECEPTACLE INSIDE OF ENCLOSURE PER MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. 5 CONTRACTOR SHALL PROVIDE NEMA-3R COMM PANEL AS SHOWN HERE - CIRCUIT TO PANEL "J", CIRCUIT #7. COORDINATE WITH OWNER FOR EXACT REQUIREMENTS FOR PROVIDING REQUIRED COMM FROM STUB-OUT AT BANK BUILDING EXTERIOR (SEE SHEET E1.0) TO THIS COMM PANEL. PROVIDE 1" CONDUIT FROM THIS COMM PANEL TO CARD READER SHOWN AT MAN-DOOR. PROPERLY CAP AND SEAL THE REMAINING 2"C. ABBREVEATIONS: AFG - ABOVE FINISHED GRADE GFPE - GROUND FAULT PROTECTION OF EQUIPMENT MTD - MOUNTED UOI - UNLESS OTHERWISE INDICATED No. Description Date