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HomeMy WebLinkAboutBUILDING PLAN PAGE 31-45LIGHTING FIXTURE SCHEDULE MARK MANUF. CATALOG LAMP DATA VOLTS BALLAST DATA INPUT MOUNTING DESCRIPTION NO. TYPE NO. TYPE NUMBER WATTS CIO LITHONIA TZ 232 MVOLT OS101SX 4 F32 T8 LPSME841EXJ30 MULTI 2 ELECTRONIC 95 SUSPENDED U.O.N. FOUR LAMP 32W-T8 WHITE 8' STRIP. NOTE 9. C106 LITHONIA Z 232 MVOLT OS101SX SPAN2 2 F32 T8 MULTI 1 ELECTRONIC 48 SUSPENDED LPSME841EXJ30 U.O.N. TWO LAMP 32W-T8 WHITE 6' (4' LAMP, 2' BLANK) STRIP. NOTE 9. C106 UTHONIA Z 232 MVOLT 1/4 OS101SX 2 F32 T8 MULTI 1/0 ELECTRONIC 48 SUSPENDED TWO LAMP 32W-T8 WHITE 6' (MIDDLE OF ROW - 4' LAMP, 2' BLANK) STRIP. M/S TWPA SPAN2 (MASTER) LPSME841EXJ30 U.O.N. NOTE 9. MASTER/SLAVE CONFIGURATION. Z 232 MVOLT LBRS TWPB SPAN2 (SLAVE - NO BALLAST) C104 LITHONIA Z 232 MVOLT OS101SX 2 F32 T8 MULTI 1 ELECTRONIC 48 SUSPENDED TWO LAMP 32W-T8 4' WHITE STRIP. NOTE 9. LPSME841EXJ30 U.O.N. CC LITHONIA TZ 2 32 MVOLT OS101SX 2 F32 T8 MULTI 2 ELECTRONIC 48 URFACE MOUNTS U.O.N. 2-LAMP 32W-T8 8' STRIP W/ ELECTRONIC BALLAST. SURFACE MOUNTED. LPSME841EXJ30 CCH UTHONIA TZ 2 32 MVOLT OS101SX 2 F32 T8 MULTI 2 ELECTRONIC 48 SUSPENDED 2-LAMP 32W-T8 8' STRIP W/ ELECTRONIC BALLAST SUSPENDED WITH AIRCRAFT LPSME841EXJ30 U.O.N. KIT AT 10'-0" AFF. NOTE 9. CC4H UTHONIA Z 2 32 MVOLT OS101SX 1 F32 T8 MULTI 1 ELECTRONIC 48 SUSPENDED I 1-LAMP 32W-T8 4' STRIP W/ ELECTRONIC BALLAST SUSPENDED WITH AIRCRAFT LPSME841EXJ30 U.O.N. KIT AT 10'-0" AFF. NOTE 9. CW SEE SHEET ES-2.0 FOR DESCRIPTION. G SEE SHEET ES-2.0 FOR DESCRIPTION. G3 LITHONIA ICO-CYL 40/45 6AR 60 120 WM - LED MULTI 1 ELECTRONIC 75 WALL ICO-CYL DOWNLIGHT 4000K 4500 LUMENS 60 DEGREE BEAM I LITHONIA Z 1 32 MVOLT OS101SX 1 F32 T8 MULTI 1 ELECTRONIC P4 URFACE MOUNTS 1X4 1 LAMP T8 STRIP AND LOW ENERGY BALLAST, SURFACE MOUNTED. LPSME841EXJ30 M LITHONIA DOM6 LED 600L 120 DL1 ELR 6" RECESSED LED FIXTURE IN OPTIONAL VESTIBULE CEILING. PROVIDE WITH 90 SLBNA - LED 120 - - 25 RECESSED MINUTE BATTERY BACK UP BALLAST. UTHONIA LHOM-LED-R-HO - LED 120 - - 5 UNIVERSAL THERMOPLASTIC LED EXIT SIGN AND EMERGENCY HEAD COMBO UNIT WITH RED LETTERS AND WHITE HOUSING. PROVIDE 90 MINUTE BATTERY BACKUP. SURFACE MOUNTED EXTERIOR EMERGENCY LIGHT. WET LOCATION LISTED. lEla LITHONIA ELA-T-QWP-L0309 2 LED 120 - - 3 WALL CONNECT TO UNSWITCHED LEG OF EXTERIOR LIGHTING CIRCUIT. PROVIDE WITH ELA WG1 WIREGUARD IN HIGH RISK AREAS. NOTES: 1. NO SUBSTITUTIONS ALLOWED ON LIGHTING OR CONTROL PRODUCTS. ALL LIGHTING, INTERIOR AND EXTERIOR, MUST BE PRICED THROUGH SL BAGBY, CHARLOTTE, NC, QUOTESOSL.BAGBY, AND PURCHASED THROUGH E.D.I. DISTRIBUTION IN CHARLOTTE, NC. 2. VERIFY LUMINAIRE FINISH COLOR WITH FAMILY DOLLAR STORES (FDS). 3. COORDINATE MOUNTING WITH CEILING TYPE. 4. ALL LAMPS SHALL BE PROVIDED BY E.D.L. 5. FLUORESCENT BALLASTS SHALL BE ELECTRONIC AND SOUND RATING W. 6. PROVIDE ALL NECESSARY SUPPORT HARDWARE AND ADAPTERS FOR EACH LUMINAIRE UNLESS INDICATED OTHERWISE IN NOTES. 7. PROVIDE LINEAR DISCONNECT FOR THOSE FIXTURES EMPLOYING DOUBLE -ENDED FLUORESCENT LAMPS PER NEC 410.75(G). B. COORDINATE VOLTAGE OF LUMINIAIRE WITH CIRCUIT VOLTAGE. 9. EXIT AND EMERGENCY LIGHTING FIXTURES SHALL BE CIRCUITED TO AN UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT, UNLESS NOTED OTHERWISE. 10. 'EM' INDICATES FIXTURE PROVIDED WITH 90 MINUTE BATTERY BACK UP BALLAST, LITHONIA PSL600. 11. TANDEM WIRING IS REQUIRED WHENEVER POSSIBLE. 12. ALL FIXTURES TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR AND SHALL BE PURCHASED THROUGH ACUITY NATIONAL ACCOUNT PROGRAM. 13. NO T8 LAMPS LONGER THAN 4' ALLOWED. 14. LIGHT FIXTURE WATTAGES LISTED ARE ACTUAL INPUT WATTAGES OBTAINED FROM BALLAST MANUFACTURER FOR THE SPECIFIC BALLAST AND LAMPS TO BE INSTALLED. THESE VALUES SHALL BE USED WHEN SHOWING COMPLIANCE WITH ENERGY CODES. 15. TYPE 'L' FIXTURE TO BE USED ON STORE FRONT ENTRY SIDE AS STANDARD PRACTICE. TYPE V FIXTURE MAY BE USED ON ANY SIDE OF BUILDING WHERE PARKING LOT IS ADJACENT TO BUILDING IN LIEU OF POLE LIGHTING WHERE APPLICABLE. 16. TYPE 'G' FIXTURE TO BE USED ON ALL STORE SIDES EXCEPT THE STORE FRONT AS STANDARD PRACTICE AND WHERE POLE UGHTS MAY BE REQUIRED FOR PARKING LOT LIGHTING. 17. TYPE 'N' FIXTURE IS TO BE USED IN PLACE OF TYPE 'G' FIXTURE ON STORE SIDES WHERE A LIGHT FIXTURE WITH A SHARP CUTOFF IS REQUIRED (I.E. BUILDING PLACED CLOSE TO PROPERTY LINE). GENERAL NOTES: A. YOU WILL PURCHASE LIGHTING FIXTURES THROUGH NATIONAL ACCOUNT PROGRAM. ALL PRICING QUOTATIONS WILL BE ISSUED BY SLBAGBY. YOU WILL NEED TO EMAIL YOUR REQUEST WITH YOUR TAKEOFF TO INCLUDE DRAWING NUMBER AND DATE TO QUOTESOSLBAGBY.COM. YOU WILL RECEIVE INSTRUCTIONS, AT THAT TIME, OF HOW TO PURCHASE PRODUCT. B. CONNECT EXIT SIGNS AND EMERGENCY LIGHTING INVERTERS AHEAD OF ALL LOCAL OR PROGRAMMED SWITCHING. C. CONNECT NIGHT LIGHT LUMINAIRES IN SALES AREA AND BACK OF HOUSE AHEAD OF SWITCHING CONTROLS. D. SEE DETAIL SHEETS FOR CONTROL WIRING DETAILS. E. FIXTURES IN THE SALES AREA AND SALES SUPPORT AREA SHALL BE SUSPENDED WITH AIRCRAFT HANGER KITS. AIRCRAFT HANGER KITS BY LITHONIA. PROVIDE WITH WHITE POWER CABLE. SUSPEND TOP OF FIXTURE TO 11'-6" AFF IN SALES AREA AND BOTTOM OF FIXTURE TO 10'-O" IN SALES SUPPORT AREA. F. VERIFY MOUNTING LOCATION OF ALL OCCUPANCY SENSORS WITH SUPPLIER PRIOR TO INSTALLATION. G. PROVIDE s" CONDUIT AND 3#12 MINIMUM TO ALL LIGHTING CIRCUITS U.O.N. H. ALL SWITCHES AND OCCUPANCY SENSORS TO BE MOUNTED NO MORE THAN 48" AFF UNLESS OTHERWISE NOTED. AIRCRI SUPPC COORDINATE LOCATION OF HVAC DUCTWORK WITH LUMINAIRE SUPPORTS. - SALES AREA SYSTEM ELEVATION NTS ELECTRICAL ABBREVIATIONS 18" DIMENSION INDICATES HEIGHT ABOVE FINISHED FLOOR AT WHICH CENTER OF DEVICE IS TO BE MOUNTED. ABOVE FINISHED FLOOR. AFF ABOVE FINISHED GRADE. AFG ELECTRICAL CONTRACTOR. EC FUSE PER EQUIPMENT NAMEPLATE REQUIREMENTS. FPN GENERAL CONTRACTOR. GC MECHANICAL CONTRACTOR. MC PLUMBING CONTRACTOR. PC INDICATES DEVICE TO HAVE WEATHERPROOF COVER. WP UNLESS OTHERWISE NOTED. LION FIRE ALARM CONTROL PANEL. FACP GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. 2. ALL MATERIAL, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR. DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS, DO NOT SCALE PLANS. 4. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO WAC, PLUMBING AND OTHER EQUIPMENT AS REQUIRED. 6. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 7. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 8. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN/THWN OR XHHW AS REQ'D. 9. ALL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. TYPE MC CABLE IS THE PREFERED WIRING METHOD, USE EMT WHERE MC IS PROHIBITED. USE RIGID STEEL CONDUIT WHERE EXPOSED OUTDOORS, USE LIQUID TIGHT FMC FOR ALL CONNECTIONS TO MOTORS AND CONDENSING UNITS, MINIMUM CONDUIT SIZE TO BE 3/4". 10. PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. 11. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. 12. FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK-1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSSMANN, UNLESS NOTED OTHERWISE. 13. ALL TERMINALS/LUGS SHALL BE 60/75' RATED. ALL TERMINALS, SPUCING CONNECTORS, LUGS, ETC SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 14. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. 15. E.C. TO VERIFY DEVICE PLATE COLOR AND MATERIAL WITH FAMILY DOLLAR PRIOR TO PURCHASE. PROVIDE BLANK FACEPLATES ON ALL UNUSED ELECTRICAL AND TELCOM OUTLETS. 16. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). 17. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED. 18. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE -RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE S E THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED U.L. OR EQUIVALENT ASSEMBLIES. 19. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQUIRED BY U.L. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L RATING IS MAINTAINED. 20. WHERE A HOME RUN IS SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS NOT SHOWN, THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS: A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN WITH SEPARATE NEUTRALS FOR A MAXIMUM TOTAL OF SIX CURRENT CARRYING CONDUCTORS. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 21. EACH DISCONNECT SHALL BE EQUIPPED WITH A GROUND BAR. 22. PROVIDE GREEN EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDER AND BRANCH CIRCUITS. 23. DEVICE HEIGHTS INDICATED ARE TO THE CENTER OF THE DEVICE OR EQUIPMENT UNLESS NOTED OTHERWISE. RECEPTACLE AND DATA/TELEPHONE OUTLET SHOWN ADJACENT ON DRAWINGS SHALL BE MOUNTED 6" APART ON CENTER HORIZONTALLY. 24. COORDINATE ALL DEVICES AND OUTLES ABOVE OR BELOW WITH CASEWORK INSTALLATION AND FDS IN ORDER TO POSITION AT THE PROPER LOCATION AND HEIGHT. 25. ALL EXTERIOR FIXTURES AND DEVICES SHALL BE RATED FOR OPERATION AT T F AND SHALL BE DAMP OR WET LABELED AS REQUIRED. 26. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL ELECTRICAL EQUIPMENT, DEVICES, ETC. IN ACCORDANCE WITH LOCAL SEISMIC CODE REQUIREMENTS. PROVIDE SEISMIC RESTRAINTS, ACCESSORIES AND INSTALLATION DETAIL AS REQUIRED. 27. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH ALL DETAILS OF THE WORK AND WORKING CONDITIONS. VERIFY ALL FIELD CONDITIONS INCLUDING LOCATION OF UTILITY LINES, STRUCTURES AND ADVISE THE ENGINEER OF ANY DISCREPANCY THAT MAY PREVENT OR HINDER THE SPECIFIED WORK FROM BEING COMPLETED. 28. THE CONTRACTOR SHALL STUDY THE STRUCTURE AND FINISH CONDITIONS AFFECTING THE WORK AND SHALL COORDINATE THE WORK ACCORDINGLY. THE CONTRACTOR SHALL PROVIDE ALL ACCESSORIES, HANGERS, AND ANCHORS AS NECESSARY TO MEET SUCH CONDITIONS WITHOUT ADDITIONAL COST TO THE OWNER. 29. PRIOR TO ACCOPLISHING ANY WORK IN ANY AREA, ALL WORK SHALL BE PLANNED AND COORDINATED WITH OTHER TRADES AND THE OWNER. THE CONDUIT ROUTING SHALL BE COORDINATED WITH DUCTWORK AND OTHER OBSTACLES SO AS TO PROVIDE THE MOST EFFICIENT AND AESTHETICALLY PLEASING INSTALLTIONS. 30. PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. STUDY ALL DRAWINGS, MANUFACTURER'S INSTRUCTIONS, AND CATALOG DATA TO DETERMINE HOW EQUIPMENT ACCESSORIES, AND RELATED ITEMS ARE TO BE SUPPORTED, MOUNTED OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS, BRACKETS, STRUCTURAL SUPPORTS, AND ACCESSORIES FOR PROPER SUPPORT OF EQUIPMENT BEING FURNISHED UNDER THIS CONTRACT. ELECTRICAL SYMBOL LEGEND CIRCUIT CONDUCTORS CONCEALED IN FLOOR, WALL OR CEILING. ARROWHEAD INDICATES HOMERUN TO PANEL NOTED. INDICATES HOT LEG OF CIRCUIT TO BE CARRIED OVER TO NEXT DEVICE. SEE PLANS FOR CONTROL SCHEME. OO JUNCTION BOX WALL OR CEILING MOUNTED. ® FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLES AND COMMUNICATIONS OUTLET. ® POWER POLE $ SINGLE POLE SWITCH, 20A, 120/277 VOLT, 46" A.F.F. TO CENTER. "M" INDICATES 120V, 20A MOTOR RATED TOGGLE SWITCH. $0c OCCUPANCY SENSOR SWITCH WITH OVERRIDE SWITCH, MOUNTED 46" A.F.F TO CENTER. ® DUAL TECHNOLOGY OCCUPANCY SENSOR, MOUNT TO CEILING OR STRUCTURE ABOVE. ® LIGHT LEVEL SENSOR FOR LIGHTING CONTROL. FINAL LOCATION BY CONTROL EQUIP MANUF. ZXQ DUPLEX RECEPTACLE, 15 AMP, 120 VOLT, 18" A.F.F. TO CENTER, UNLESS OTHERWISE SPECIFIED. "GFI" INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE "WP" INDICATES WEATHERPROOF "EWC" INDICATES GFI TYPE RECEPTACLE MOUNT INSIDE ENCLOSURE OF ELECTRIC WATER COOLER. "IG" INDICATES ISOLATED GROUND RECEPTACLE WITH GROUND WIRE AND DEDICATED NEUTRAL 4 QUADRUPLEX RECEPTACLE, AS ABOVE, 18" A.F.F., UNLESS OTHERWISE SPECIFIED. 4� RECEPTACLE, AS ABOVE, SPLIT WIRED, TOP HALF SWITCHED, 18" A.F.F., OR ODUPLEX THERWISE SPECIFIED. DUPLEX RECEPTACLE, AS ABOVE, MOUNTED 6" ABOVE COUNTER TOP OR 4" ABOVE BACKSPLASH, AS APPROPRIATE, OR AT HEIGHT INDICATED. DUPLEX RECEPTACLE, AS ABOVE, MOUNTED 6" ABOVE COUNTER TOP OR 4" ABOVE BACKSPLASH, AS APPROPRIATE, OR AT HEIGHT INDICATED, WITH GFI PROTECTION. 208V RECEPTACLE, SEE PLANS FOR NEMA CONFIGURATION. ® WEATHERPROOF PUSH BUTTON FOR DOORBELL SYSTEM SIGNAL BELL FOR DOOR BELL SYSTEM ® LOW VOLTAGE STEP DOWN TRANSFORMER FOR DOOR BELL SYSTEM TELEPHONE OUTLET, 18" A.F.F., UNLESS OTHERWISE SPECIFIED, TO CENTER. PROVIDE 4" SQUARE BOX WITH SINGLE GANG RING AND TELEPHONE TYPE PLATE. SEE POWER PLAN NOTE 1. Q DATA OUTLET, 18" A.F.F., UNLESS OTHERWISE SPECIFIED, TO CENTER. PROVIDE 4" SQUARE BOX WITH SINGLE GANG RING AND TELEPHONE TYPE PLATE AND EMPTY s" CONDUIT RUN BACK TO THE TELEPHONE BACKBOARD. SEE POWER PLAN NOTE 1. HEAVY DUTY FUSIBLE/NON-FUSIBLE BLE DISCONNECT SWITCH, NUMBERS INDICATE FRAME 30/33/IFPN SIZE, NUMBER OF POLES AND FUSING. PROVIDE NEMA 1 ENCLOSURE INSIDE. PROVIDE NEMA 3 ENCLOSURE FOR ALL SWITCHES LOCATED OUTSIDE. "FPN" INDICATES FUSE PER EQUIPMENT NAMEPLATE "NF" INDICATES NON -FUSED. Cl208Y/120V PANEL, SURFACE OR RECESS MOUNTED, SEE SCHEDULE FOR DETAILS. FAN, PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. PROVIDE DISCONNECTING MEANS AS REQUIRED. O WATER HEATER, PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. PROVIDE DISCONNECTING MEANS AS REQUIRED. SURFACE MOUNTED OR SUSPENDED FLUORESCENT STRIP, SEE FIXTURE SCHEDULE WALL MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE FOR DETAILS. SURFACE, RECESSED OR PENDANT MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE FOR DETAILS. ELECTRIC UTILITY METER LOCATION. Qo DUCT MOUNTED SMOKE DETECTOR, CONNECT TO 120V CIRCUIT INDICATED. DETECTOR SHALL BE SUPPLIED AND INSTALLED BY M.C., 120V WIRING BY E.C. ® DUCT DETECTOR AUDIOVISUAL DEVICE WITH REMOTE TEST SWITCH MOUNTED 48"AFF. SEE WIRING DIAGRAM ON SHEET E2.OA FOR DETAILS. ® MOTION SENSOR MOUNTED 11'-6" AFF. SEE 13/V-1.0. (TYP. 3 PER STORE) EXACT LOCATION OF MOTION SENSORS SHALL BE CONFIRMED WITH FAMILY DOLLAR PROJECT MANAGER PRIOR TO INSTALLATION. GENERAL CONTRACTOR SHALL ENSURE THAT THE TELEPHONE INFRASTRUCTURE (UP TO 3 PHONE LINES AND BACKBOARD) IS IN PLACE PRIOR TO DEVELOPERS ISSUANCE OF DELIVERY NOTICE. BALER NOTE: DEVELOPER/GENERAL CONTRACTOR TO CONTACT THE FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER FOR EACH STORE LOCATION TO DETERMINE IF A 10 HP BALER IS REQUIRED. PROVIDE (1) 60A 3P DISCONNECT FUSED AT 40A FOR PTR BALER & COMPACTOR MODEL 1230OHD (10HP). CONTACT FOS FOR EXACT BALER SPECIFICATIONS AND LOCATION IN SALES SUPPORT AREA. IN STORES WHERE BALER IS PROVIDED, FEEDER FOR PANEL B WILL BE UPGRADED FROM 125AMPS TO 150AMPS AND FOR STORES WITH 5-ALL ELECTRIC WAC UNITS, BUILDING POWER SERVICE MAY REQUIRE AN UPGRADE FROM 400 TO 600 AMPS. COORDINATE FOR EACH STORE LOCATION. COOLER NOTE: DEVELOPER/GENERAL CONTRACTOR TO CONTACT THE FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER FOR EACH STORE LOCATION TO VERIFY SIZE OF COOLERS BEING INSTALLED, 28', 48', OR 56'. THE DEVELOPERS ARCHITECT WILL PERMIT COOLERS ASSIGNED BY FAMILY DOLLAR. THE GENERAL CONTRACTOR SHALL CONTACT ADAM BILBRAY (678-313-3004) OR MATT JOSEPH (770-362-4791) AT ORIGIN GROUP (6) WEEKS PRIOR TO POSSESSION TO SCHEDULE INSTALLATION OF COOLERS. GENERAL CONTRACTOR SHALL HAVE REQUIRED POWER IN LOCATIONS INDICATED ON LATEST FOS PROVIDED FIXTURE PLAN. COORDINATE FOR EACH STORE LOCATION. GENERAL CONTRACTOR WILL MAKE SURE INSTALLER COMPLETES THE REQUIRED JURISDICTIONAL INSPECTIONS. THESE rLANS AND ALL PROP0E50 WORK ARE SUBJECT TO ANY CORECTlOp9S REOUIRM BY FIELD INSPEMRS THAT MAY BE NECESSARY III OADM TO COL"PLY WITH ALL APPLICABLE CODES. t �,.. ..r::.w,�,... DATE: JOB No.: DRAWN: CHECKED: 10,15.2014 1405-96 JLH GWE, TLM Lm'r� L CWs6an AZA. A-rJ*d 3801 Kirby Drive, Suite 600 Houston, Tens 770M tel: 713 064 M4 tem 713 ee4 SM a O fV Ln � m � aQ a z� J Z OLLJJ U. J ILL Z O O Q � w LU v D N Z z J O . O =cm LLI z LL L rl a 'aovo�uuot s® lb 49 k #m% REVISIONS PERMIT ISSUE: 10.15.2014 ELECTRICAL NOTES SHEET NUMBER Emomo '.A a '' 4 .M uP tt. DATE: 10.15.< JOB No.: 140 LIGHTING TAGGED NOTES: O COORDINATE LIGHT ROW LOCATIONS WITH FINAL COLUMN LAYOUT. OCONNECT OCCUPANCY SENSOR IN SALES SUPPORT AREA SO THAT SENSOR WILL TURN ON CIRCUIT OR ALLOW CIRCUIT TO REMAIN ON. MOUNT SENSOR AT 11'-6" AFF. OMOUNT EMERGENCY LIGHT BELOW "CW" FIXTURE TIGHT TO ENTRY SOFFIT. COORDINATE WITH FDS CONSTRUCTION REPRESENTATIVE. 4O REFER TO DETAIL SHEETS FOR VENSTAR LIGHTING CONTROLS AND MECHANICAL INTERFACES. OPROVIDE OPEWCLOSE CONTROLLER AS SHOWN ON SHEET V•1.0, DETAIL 11. COORDINATE WITH VENSTAR SYSTEM FOR CONTACT CLOSURE TO LOP. O PROVIDE CONNECTION TO "CW" LIGHT FIXTURES, MOUNTED TO WALL FACE. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. "CW' FIXTURES ARE MOUNTED TO BUILDING FACADE UNDER AWNING. COORDINATE FINAL MOUNTING LOCATION WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN, OCENTER EXTERIOR REMOTE EMERGENCY FIXTURE OVER LOADING DOOR. COORDINATE WITH ARCHITECTURAL PLANS FOR PLACEMENT TO PROVIDE ZERO INTERFERENCE WITH GUTTERS, CYA THESS FLANS AND ALL PROPOSSD E IC; ARE SUBJECT TO ANY COMECYIOdS REQUIReD BY FIELD NSPEC►DRS THAT MAY BE NECISSAVY IN 0ADeR TO COMPLY WITH ALL APPLICABLE CODES. 1 LIGHTING PLAN E-1.0 SCALE:1/8"=1'—O" DRAWN: CHECKED: GWE, LavrT L CHsCiart. ArcfjRed 3801 Kirby Drive, Suite 600 Houston, Tem 77098 te,: 713 854 7974 Pax 713 854 9756 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax a O � a a z s• 911 J z ® =J ® ® 9j U ® • Uj Lip >m �J % ®2=M �a �® Z LL LL REVISIONS PERMIT ISSUE: 10.15.20 LIGHTING PLAN SHEET NUMBER E-1.0 (Lb ELECTRICAL WHIP W/ PIGTAIL SCHEDULE QTY ITEM DESCRIPTION POWER POLES KEYNOTES i LENGTHOFWHIP 4 ID3-000MWO55 STANDARD STARTING CONNECTOR (BROWN PIGTAIL) PROMO, COKE, PEPSI, APP STATION 45 15' 1 IID4-IG-000MW055A ISOLATED GROUND STARTING CONNECTOR (GREEN PIGTAIL) ATM 15 15' i NOTE CONFIRM LOCATION OF ALL I -BOXES WITH FOS CONSTRUCTION REPRESENTATIVE PRIOR TO INS] ALLAI ION. MUUN I ALL I.9Uxts AT I r-U Art. NOTE CONTACT D&P CUSTOM LIGHTS AT (800) 2S1-2200, ATTENTION TAMMY FOR WHIPS WITH PIGTAILS FOR CONNECTION TO ]-BOXES. NOTE: PROVIDE WHIPS FOR ALL PIGTAIL LOCATIONS. (SEE SCHEDULE) M.M. B-36 8 COORDINATE WITH G.C. TO PROM DElg0V ( `,.. J CON•^ MOTION 5E NSORSEE 13 -1.0. ECTION FOR AUTOMATIC DOO I A-40 (TYP.3PERSTORE) I MOUNTING BRACKET EC/0 SHA.V6R1FY4t0ADSIGN•ELE6Hkl .,- ,.�. .N:*...... �s ..........>.. ., ,^.�...� S,._,..._....., REITIRE NTS WITH FAMILY DOLIARSTO I y - P CTIONREPRESENTATIVE PRIOR TO ID. 17„ , 8 8 40 � A-44 04 I MONITOR 4 EMPTYCONDUITWITHPULL STRING WNIN +.. B-2 qlaiw WALL FROM CHECK POINT CONTROL RUN 1 �''n� UNDER SLABTO PEDESTALS. _1- PROVIDE STAINLESS STEEL COVERPLATE. 8 4'-0" COVERPIATE ...... _m " &2 _ RTS PROVIDE STAINLESS STEEL COVERPIATE 20 Or B-2 � . o �Y y.,.�..,..,,,............... ' .......... ...�... 11,. ,. � .,,,.,�.�„ i:.:_, :.,.w..... , r, .............�.�.�.... *M;""�"�;":::..._�...J.......».,...:..m..�....m_..�.m.,..., """�.-.""" cor ,F("TTE1,)1ooR RTS BELL AT SUPPORT DOOR 121 13 ON OR TERVENDING w MACHINE .._. .,.�,...�. .1....-...�.. £_......,. 1 8 3 B-2 � I L POWER PLAN E-2.0 SCALE:1/8"=l'-0" +86" TO BOTTOM OF DISC. SEE DETAIL 5/E-4.0.,E A-3Q RTS f 11 T A-48 lz A-46 xo -STORE OPENjCL03E"""""" PUSHBUTTON, SEE 11N-1 A 3F-R ' '835 11 B-6 Op I COMMUNICATION BOARD, SEE DETAIL 1/E-4.1. 18 ELECTRICAL PANELS AND VENSTAR SC a LIGHTING CONTROL PANEL, SEE 1/E-3.0. 19 3F-R, 9 14 B-16 11 erm� A32 SERNCEGEAR. SEE oA/ap A-36 D B-1 23 POWER RISER 1/E-3.0. --� COORDINATE EXACT LOCATION OFWATERHEATERWH•1 12 12 4R-R 12 m 14 SHEELTYPICAL. POWERTAGGED NOTES: [� REFER TO CASH WRAP POWER DETAIL 5ONSHEET E4.0FOR INSTALLATIONOF CASHIER STATION POWER. OFU RN ISH AND INSTALL COND U IT AND CONNECTIONS FOR STOREFRONT DOOR SECURITY SYSTEM (EAS). PROVIDE EMPTY 1/2' CO N DU IT WITH PULL STRING IN SLAB TO JUNCTION BOXES MOUNTED I N FLOOR WITH FINAL CONNECTION MADE TO SPECIAL PLUG-IN'PIGTAI L'CONNECTOR. VERIFY EXACT LOCATION WITH TENANTS CONSTRUCTION REPRESENTATIVE, O PROVIDE DEDICATED ISOLATED GROUND RECEPTACLES WITH ISOLATED GROUNDING CONDUCTOR BACK TO SERVICE GROUND. OFURNISH AND INSTALL WIRING AND HOOKUP FOR COKE/PEPSICOOLERS AND PROMO DISPLAY. CIRCUIT SHALL BE TERMINATED AT A JUNCTION BOX MOUNTED 12'# AFF WITH RELOC RACK POWER KIT 'N' RECEPTACLE INSTALLED AND COILED UP OUT OF THE WAY FOR FUTURE CONNECTION BY FDS FIXTURE INSTALLERTO PROMO FIXTURE'PIGTAIL' CONNECTOR VERIFY EXACT LOCATION WITH TENANT'S CONSTRUCTION REPRESENTATIVE. IN STORES WITH COKE/PEPSI COOLERS LOCATED AT BACK WALL, PROVIDE AND INSTALL FLUSH MOUNTED RECEPTACLES IN WALL FOR EACH COOLER COORDINATE LOCATION WITH STORE FIXTURE PLAN LAYOUT. OFURNISH AND INSTALL WIRING AND HOOKUP FOR APPLICATION STATION INCLUDING DEDICATED CIRCUIT. CIRCUIT SHALL BE TERMINATED AT A JUNCTION BOX WALL MOUNTED 1 2'# AFT WITH FINAL CONNECTION MADE TO SPECIAL PLUG-IN'PIGTAIL' CONNECTORS. VERIFY EXACT LOCATION WITH TENANT'S CONSTRUCTION REPRESENTATIVE. OFURNISH AND INSTALL CONDUIT AND WIRING FOR EXTERIOR BUILDING SIGN. CIRCUIT SHALL BE TERMINATED AT A JUNCTION BOX(ES) AT FRONT WALL. CIRCUIT SHALL BE CONTROLLED BY PHOTOCELL FINAL CONNECTIONS SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. COORDINATE ACTUAL NUMBER OF BUILDING MOUNTED SIGNS WITH FDS CONSTRUCTION REPRESENTATIVE PRIOR TO CONSTRUCTION AND PROVIDE JUNCTION BOXES AS REQUIRED, O CONNECT EXHAUST FAN TO LIGHTS IN RESTROOM. FAN TO BE CONTROLLED VIA WALL MOUNTED OCCUPANCY SENSOR O ALL EXTERIOR LIGHTING AND SIGN CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL MOUNTED ON BACK SIDE OF PARAPETWALL. OPROVIDE A (1) ONE FOOT PIECE OF 3- EMPTY CONDUIT RUNNING THROUGH THE WALL AT LOCATIONS AS SPECIFIED ON THE PLANS, ALL CONDUITS SHALL BE LOCATED 6" BELOW ROOF PURLINS. PROVIDE FIRE CAULK AND CAP OFF CONDUIT FOR FUTURE USE BY FAMILY DOLLAR 10 PROVIDE ELECTRICAL CIRCUIT FOR HEATTAPE ON DOMESTIC WATER LINES IN NORTHERN CLIMATES ONLY. FIELD COORDINATE EXACT ELECTRICAL REQUIREMENTS AND LOCATION WITH PLUMBING CONTRACTOR 11 FURNISH AND INSTALLWIRING(2#10HOTS,1#10NEUTRAL,1#10GROUND)ANDHOOKUPFORONE120/208V-1PH2OADEDICATEDCIRCUITFOR3DOORFREEZERCASE.CIRCUITSHALLBETERMINATEDATA DISCONNECT MOUNTED 86"AFF TO BOTTOM OF DISCONNECT. FINAL CONNECTION TO FREEZER SHALL BE MADE BY FD'S REFRIGERATION INSTALLER VERIFY EXACT LOCATION WITH FDS PROJECT MANAGER 12 FURNISH AND INSTALLWIRING(1#12HOT,1#12NEUTRAL,1#12GROUND)ANDHOOKUPFORONE120V-1PH,20ADEDICATEDCIRCUITFOR4DOORCOOLERCASE.CIRCUITSHALLBETERMINATEDATADISCONNECT MOUNTED 86" AFF TO BOTTOM OF DISCONNECT. FINAL CONNECTION TO COOLER SHALL BE MADE BY FD'S REFRIGERATION INSTALLER VERIFY EXACT LOCATION WITH FDS PROJECT MANAGER 13 EXTERIOR RECEPTACLES SHALL BE RECESSED IN WALL WITH FACE FLUSH WITH WALL. 14 PROVIDE DEDICATED ISOLATED GROUND RECEPTACLES WITH ISOLATED GROUNDING CONDUCTOR BACKTO SERVICE GROUND. SEE COMMUNICATION BOARD DETAIL. 1B FURNISH AND INSTALL WIRING AND HOOKUP FOR ATM STATION INCLUDING DEDICATED CIRCUIT. CIRCUIT SHALL BE TERMINATED AT A JUNCTION BOX MOUNTED 12'-0' AFF WITH FINAL CONNECTION MADE To SPECIAL PLUG•IN'PIGTAIL' CONNECTORS. VERIFY EXACT LOCATION WITH TENANT'S CONSTRUCTION REPRESENTATIVE. 16 DNFURNISH AND INSTALL WIRING AND HOOKUP FOR SECURITY MONITOR. CIRCUIT SHALL BE TERMINATED TO A DUPLEX RECEPTACLE MOUNTED 12'4'AFF. VERIFY EXACT LOCATION WITH TENANTS CONSTRUCTION REPRESENTATIVE. SEE MONITOR DETAIL ON ARCHITECTURAL DRAWINGS FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 17 ELECTRICAL CONTRACTOR SHALL PROVIDE A WEATHERPROOF JUNCTION BOX FOR LIGHTED ROAD SIGN. MOUNT TO SIGN PEDESTAL OR POLE. ELECTRICAL CONTRACTOR SHALL RUN WIRE IN CONDUITAS SPECIFIED ON PLANS TO SIGN. FINAL CONNECTIONS SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. SIGN CIRCUITTO BE CONTROLLED BY PHOTOCELL ON BACK OF PARAPET. 18 MOUNT ALL RECEPTACLES AND TELEPHONE OUTLETS IN OFFICE AT24"A.F.F. 19 LOCATE VENSTARTHERMOSTAT CONTROLS AND DATA CONCENTRATOR AT LOCATIONS INDICATED. SEE DETAILS 1/E-3.0, I/E-4.0 AND SHEET V-1.0 FOR DETAILS. HVAC THERMOSTATS MOUNTED ABOVE VENSTAR LIGHTING CONTROL PANEL U.O.N., SEE DETAIL 6/V-1.0 (TYP 1 PER HVAC UNIT). 20 MC CABLE 15 ALLOWED AS BUILDING STANDARD WHERE LOCAL CODE JURISDICTION W! ILL ALLOW. ALL VIC CABLE SHALL BE RUN OVERHEAD, AND IN A NEAT AND ORGANIZED FASHION. WHERE CODE DOES NOT ALLOW MC CABLE, ALL EXPOSED CONDUIT SHALL BE RUN TIGHT TO CEILING CONSTRUCTION AND CONCEALED FROM VIEW WHEREVER POSSIBLE, 21 CONTACT FAMILY DOLLAR CONSTRU CTION PROJECT MANAG ER AT EACH STORE LOCATI 0 N TO DETERMINE IF USING THE 'WARM WEATHEWOR "COLD WEATHER' WATER VENDING MACHINE INSTALLATION. LOCATE WATER VENDING MACHINE ON SAME SIDE OF STORE AS RESTROOMS. FIELD VERIFY EXACT LOCATION WITH FDS CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION. ALL CIRCUIT WIRING SHALL BE 10-GAUGE. THE CORRESPONDING BREAKERS INSIDE THE PANEL SHOULD BE LABELED AS "WATERVENDING MACHINE". FOR WARM WEATHER INSTALLATIONS PROVIDE: TWO (2) DEDICATED 20A CIRCUITS TERMINATED TO GFI RECEPTACLES MOUNTED 4' A.F.F. FOR FUTURE WATER VENDING MACHINES AS SHOWN. RECEPTACLES SHALL BE RECESSED WITH FACE FLUSH WITH WALL, IN-STOREFOR COLD WEATHER INSTALLATIONSPROVIDE: TWO (2)DEDICATED20ACIRCUITS TOJ-BOXONINTERIOR FOR FUTURE 13X13"X6"UTILITY BOX PROVIDEDBYWATER VENDINGMACHINE i MANUFACTURER) MOUNTED ATMINIMUM90"A.F.F.PROVIDE WEATHERPROOF 2GANGBOX @48"AFF RECESSED IN EXTERIOR WALL WITHI" CONDUIT TO I N-STORE UTILITY BOX LOCATION. REFER TO INSTALLATION SPECIFICATIONS FROM W/V MANUFACTURER FOR EXACT PLACEMENT OF ALL UTILITIES. ONE (1) CIRCUIT IS FOR NORMAL WATER VENDING MACHINE POWER AND ONE (1) CIRCUIT IS FOR "COLD WEATHER" MODEL CABINET HEATER WHEN MACHINE IS INSTALLED, REPLACE AND CONNECT BOTH CIRCUITS TO W/V MACHINE MANUFACTURER PROVIDED 5-PIN SINGLE POINT RECEPTACLE CONNECTION LOCATED IN GANG BOX THE UTILITY BOX ON THE WATER VENDING MACHINE SHOULD BE LABELED WITH THE CORRESPONDING CIRCUIT NUMBERS. 22 COORDINATE EXACT MOUNTING HEIGHT OF THESE (2) RECEPTACLES (IN BREAK ROOM) WITH FAMILY DOLLAR CONSTRUCTION REPRESENTATIVE. 23 PROVIDE JUNCTION BOX FOR POWER TO IRRIGATION SYSTEM CONTROLLER. COORDI NATE FINAL LOCATION OF CONTROLLER WITH IRRIGATION SYSTEM INSTALLER PRIOR TO ROUGH -IN. SAMPLING TUBE EQUAL TO WIDTH OF RETURN AIR DUCT RETURN AIR DUCT CONTROL RELAY FO R SHUT DOWN OF HVAC UNIT. CONNECT TO 12OV. CIRCUIT DH100ACDCLP PHOTOELEC.120VAC SMOKE DETECTOR SSK451 MULTI -SIGNALING DEVICE WITH INTEGRAL AUDIOVISUAL DEVICE AND REMOTE --- TEST SWITCH. AV �— COORDINATE MOUNTING HEIGHTS WITH M.C. PRIORTO ROUGH-IN/INSTALL. PROVIDE SIGN INDICATING"DUCT THESE PLMS AND ALL PROPOSED WORK DETECTOR TROUBLE" ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT UAY BE NECINA:9Y IN ORDER TO 3 DUCT DETECTOR MOUNTING DETAIL COMPLY WITH ALL APPLICABLE CODES. DIAGRAMMATIC ONLY DUCT DECTECTOR & MULTI -SIGNALING ACCESSORY MODEL NUMBERS ARE FROM SYSTEM SENSOR. ALL EQUIPMENTAND INSTALLATION SHALL COMPLY WITH THE LATEST LOCAL CODES, SMOKE DETECTORTO BE SUPPLIED BY EC TO MC FOR INSTALLATION INTO DUCTWORK. EC TO PROVIDE, WIRE AND TEST OPERATION OF DETECTOR AND NOTIFICATION DEVICES, SEE MECHANICAL PLANS FOR LOCATION OF AN DEVICES, IF DATE: JOB No.: DRAWN: CHECKED: 10.15.2014 1405-96 JLH GWE, TLM Larrv� L C:jvistiavt A.LA. AYcf*ed 3801 Kirby Drive, Suite 600 Houston, Texas 77098 tel: 713 664 7974 fez: 713 564 9756 a� C REVISIONS PERMIT ISSUE: 10.15.2014 POWER PLAN SHEET NUMBER Em2.0 ;I. c HP 1 \` =' #4 . � „>,1., ,.: s a ��, , `�: � �� \:a ' � 12• �` .,, �i 76. HP 16 #10 #14 3/4" 30A/3P N/F NEMA 3R 208 3 30Al3P 5,303 5 HP-26 #10 #10 3!4 30A13P NfF NEMA 3R 208 3 30A/3P 5,303 - 5 HP-3B #10 #10 3/4 30A/3P N/F I NEMA 3R 208 3 30A/3P 5,303 5 HP-46 #10 #10 3/4" 30A13F NfF NEMA 3R 208 3 30A/3P 5,303 5 „ . Ntw 1zi1 ...' l LIGHTS EF-2 #12 #12 3/4" 20AMOTOR RATED SWTCH I NEMA 1 120 1 Wl LIGHTS 80 75 - - TABLE NOTES: 1.THE ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH THE MECHANICAL CONTRACTOR CONCERNING THE ELECTRICAL INFO OF ALL MECHANICAL DEVICES REQUIRING AN ELECTRICAL CONNECTION PRIOR TO DOING ANY WORK. ANY DISCREPANCIES BETWEEN THE FIELD OBTAINED INFORMATION AND THE INFORMATION SHOWN ON THE ELECTRICAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO DOING ANY WORK. 2. PROVIDE NEUTRALS ON AS REQUIRED BASIS, FIELD VERIFY. 3. ALL DISCONNECTS TO BE HEAVY DUTY. FUSES TO BE RK-5 TYPE, SUBMIT SHOP DRAWINGS. BUSSMAN FRN—R—(AMP) IS SPECIFIED. EQUIPMENT CONTROL PAC (ECP), SEE DETAILS 4,5,6,7 ON V-1.0 (TYP, 1 PER HVAC UNIT) 2 HVAC POWER PLAN E-2.1 SCALE:1/8"=l'-0" FILE COPY TRESS PLANS AND ALL RROPOSW WORK ARE SUBJECT TO ANY COMECTICNS REOUIRBD BY FIELD INSPECXRS THAT MAY BE NECESSARY IN ORDER TO CO;APLY WITH ALL APPLICABLE CODES. DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JLH CHECKED: GWE, TLM IAynd L CfJy{SIjAVt A T"A. Arc 3801 Kirby Drive, Suite 600 Houston, Texas 77098 tel: 718 894 7974 far. 718 984 9769 O ,J z O o in V D � J z o 3 Q z LL O w REVISIONS N Lfi 01 M Q O LL Lu PERMIT ISSUE: 10.15.2014 ROOFPOWER PLAN SHEET NUMBER Em2.1 1 ROOF POWER PLAN 1,E-2.1 SCALE:1/8"=l'—O" COORDINATE ELECTRICAL WITH LOCAL UTILITY TO 208/120V 30, 4W UTILITYSERVICE PROVIDER, SERVICE SECONDARY BY UTILITY UTIL. XFMR VENSTARCONTROL PANEL (16r'Wx2OrH) WITH THERMOSTATS ABOVE, SEE SHEETV1.0 FOR UEBERT LM SERIES ADDITIONAL DETAILS, SEE COMMUNICATION BOARD DETAIL 1/E4.0 FORALTERNATE TVSS OR EQUAL LOCATION FORVENSTAR CONTROL PANELAND HVAC THERMOSTATS. METER BASE AND/ORC/T CABINET PER UTILITY REQUIREMENTS. 2SETS OF(4#3/0,2i'C) 5#1, WC TVSS ASC: 3164 - ASC: 3141 ASC: 2771 ASC: 3178 C/T PANEL PANEL VENSTAR M CABINET A B CONTROL PANEL 400A MLO 125A MLO 208Y/120V 20BY1120V CIRCUIT 1i'C 908 22,000AIC 22,000AIC A-8 4#1, 1#6G, 1i"C SEE PANEL SCHEDULE ND DISTANCE: 2' DISTANCE: 5' TE 2 SETS OF 4#250 AL. 3"C 2 SETS OF (4#3/0, 1#3G, 2i'C) DISTANCE: 4' POWER RISER DIAGRAM DIAGRAMMATIC ONLY RISER NOTES: A. ALL CONDUCTOR SIZES BASED ONCOPPER, 75°CLUGS. B. PROVIDE COMPLETE GROUNDING ELECTRODE SYSTEM, PROVIDE GROUNDING ELECTRODE CONDUCTOR AT SERVICE ENTRANCE OVERCURRENT PROTECTION DEVICE, AND BOND TO COLDWATER PIPING, METAL FRAME OF BUILDING, AND TO (3) 3/4"x10'0" COPPER GROUND RODS. C. COORDINATE INSTALLATION OF BONDING PROVISIONS FOR CONCRETE -ENCASED ELECTRODE IN FOOTING ATTIME FOOTINGS ARE INSTALLED FOR INSPECTION BY ELECTRICAL INSPECTOR. THERESHALLBENO SPLICES IN THE GROUNDING ELECTRODE CONDUCTOR D. ELECTRICAL CONTRACTOR SHALL PROVIDE METER BASE AND CT CABINETTO UTILITY SPECIFICATIONS. E. FIELD COORDINATE ALL ELECTRICAL SERVICE REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO PROJECT STARTUP. ALL WORK MUST CONFORM TO ALL LOCAL UTILITY RULES AND REGULATIONS. F. PROVIDE BUILDING AUTOMATION SYSTEM. PROVIDE ALL WRING FOR CONTROLS, INCLUDING FINAL CONNECTIONS. REFERTO DETAILS FOR GENERAL DEVICE WIRING AND MOUNTING INFORMATION, G. PANELBOARD RATINGS AND FEEDERS SHOWN ARE BASED ON WORST CASE HVAC EQUIPMENT VERIFY PANELBOARD SIZES, FEEDER SIZES, AND CIRCUIT BREAKERS WITH HVAC SYSTEM TYPE, CLIMATE ZONE, AND HVAC EQUIPMENT MANUFACTURER FOR ACTUAL SYSTEM INSTALLED, MODIFY CIRCUIT BREAKERS AND FEEDERAND BRANCH CIRCUITS AS REQUIRED FOR SPECIFIC LOCATION. H. ONLY U.L. LISTED EQUIPMENT SHALL BE USED. I. ALL DEVICES ARE 3 POLE U.N.O. J. ALL NEW COMPONENTS SHOWN ON TH E RISER DIAG RAM SHALL BE 'SERIES COMBINATION RATED SYSTEM" ADEQUATE FOR TH E MAXIM UM FALUT CURRENT AVAILABLE AT THE POINT OF APPLICATION, INCORPORATING THE CURRENT LIMITING DEVICE AS SPECIFIED, SHOP DRAWINGS SHALL INDICATE SERIES COMBINATION RATING AND INCLUDE A COPY OF ALL LABELING, INCLUDING RESPECTIVE U.L. LISTING. AVAILABLE FAULT CURRENT LABELING IN LIEU OF THE MAXIMUM AVAILABLE FAULT CURRENT MARKING AS REQUIRED BY 110.24, A PERMANENTLY AFFIXED LABEL SHALL BE APPLIED WITH THE FAULT CURRENT AT THE TIME OF INSTALLATION AND CALCULATION. THE LABEL SHALL BE 2"X3" IN SIZE AND SHALL BE BLUE LETTERING ON A CONTRASTING BACKGROUND. THIS LABEL SHALL ALSO INCLUDE THE DATE OF THE CALCULATION. CONCRETE -ENCASED ELECTRODE ALL GROUNDING ELECTRODES AS DESCRIBED IN 250.52(A)(1) THRU (A)(6) THAT ARE PRESENT SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM. THIS REQUIREMENT INCLUDES THE CONCRETE -ENCASED ELECTRODE. THIS ELECTRODE IS REQUIRED TO BE SHOWN ON THE ONE -LINE DIAGRAM. WHERE NONE OF THESE GROUNDING ELECTRODES EXIST, ONE OR MORE OF THE GROUNDING ELECTRODES SPECIFIED IN 250.52(A)(4) THROUGH (A)(7) SHALL BE INSTALLED AND USED. L " .. . r'ITs t �Ltl®/_[H�li%!€PZe1�3:)_FY�s)r T�=' • �sT'�Yii � s EM MMM MMMMMMM4 as • REF. CONEY ������� ` ... • . �momo MMM M J J ®= J I �� 1 1 ® 1 J 17CONNECTED LOAD . *. 0� CONNECTED ••! • LOAD 11 W-SCELLANEOUS (KVA): 1. PROVIDE HACRBREAKERS FOR HVAC EQUIPMENT 2. DOOR IN DOOR PANEL CONSTRUCTION WITH CO PPER BUSSES. 3. PROVIDE WITH ISOLATED GROUND BUSS. 4. L- INDICATES LOCK -ON ATTACHMENT REQUIRED. 5.* REFRIGERATION SYSTEM BREAKERS SHOWN ARE FOR COOLERS AND FREEZERS WITHOUT AN INTERNAL CONDENSATE EVAPORATION SYSTEM. IF AN INTERNAL CONDENSATE EVAPORATION SYSTEM Is PROVIDED FORTHE COOLERS AND FREEZERS, THE BREAKER FORTHE 4 DOOR FREEZER CASE WILL NEED TO BE CHANGED TO 30 AMP AND THE BREAKER FOR THE 5 DOOR FREEZER CASE NEEDS TO CHANGE TO 35A WITH #8 FEEDERS. 6.**INCREASEBREAKERSIZETO25AWITH#10FEEDERSWHEREAMBIENTTEMPERATURE15GREATERTHAN100°F. 7. GFI-PROVIDE GFI BREAKER. CONNECTED LOAD SUMMARY FREEZER AND COOLERS WITH INTERNAL EVAPORATION SYSTEM. LOAD KVA D.F. KVA CONN NET COOLERS 7.0 1.0 7.0 FREEZERS - COMP. ON 10.9 1.0 10.9 FREEZERS -DEFROST** 7.7 0.0 0.0 ** DEFROST HEATERS DO NOT RUN SIMULTANEOUSLY WITH COMPRESSOR AND FANS. OVERALL LOAD SUMMARY LIGHTING: 9275 SQFT x 3VA x 125% = 34.78 KVA RECEPTACLES AT 180VA x 30 RECEPS. = 5.4 KVA MOTORS: 125% x LARGEST MOTOR LOAD (1.6 KVA) = 2.07 KVA REMAINDER OF MOTOR LOADS AT 100% = 30.2 KVA AC LOADS AT 100% = 25.6 KVA HEATING LOADS AT 100% = 4 KVA MISCELLANEOUS LOADS AT 100% = 10.5 KVA TOTAL: 112.85 KVA OR 312.6A SALES SALES SALES WORK SALES SALES SALES SALES SALES WORK WORK WORK I A DEMAND CALCS LIGHTING 15.24 KVA X 125 % = 19.0 KVA RECEPTACTOTAL 12.0D KVA 1ST 10.00 KVA X 100 % = 10.0 KVA REMAIN 2.00 KVA X 50 % = 1.0 KVA MOTORS 40,28 KVA X 100 % = 40.3 KVA AIC 21.60 KVA X 100 % = 21.6 KVA HEATING 48.10 KVAX 100 % = 48A KVA FUTURE KVAX 100 % = 0.0 KVA KITCHEN 0.00 KVA X 65 % = O.O KVA MISCELLANEOUS 3.10 KVAX 100 % = 3.1 KVA (TOTAL = 397.2 amps = 714s.`I AVA I L L L L B DEMAND CALCS LIGHTING 15.24 KVA X 125 % = 19.0 KVA RECEPTAC TOTAL 7.80 KVA 1ST 10.00 KVA X 100 % = 7.8 KVA REMAIN 0.00 KVA X 50 % = 0.0 KVA MOTORS 0.90 KVA X 100 % = 0.9 KVA A/C 0.00 KVA X 100 % = 0.0 KVA HEATING 1.00 KVA X 100 % = 1.0 KVA FUTURE KVA X 100 % = 0.0 KVA KITCHEN 0.00 KVAX 65 % = 0.0 KVA MISCELLANEOUS 3.10 KVAX 100 % = 3.1 KVA (TOTAL = 88.4 amps 31.8 KVA PANELBOARD SCHEDULE "Up MAIN: 125 MLO VOLTAGE 2MI20 1 PHASE: 3 1 WIRE: 4 MOUNTING: SURFACE AIC. 22K NOTES: CKT # BKR TRIP POLE WIRE SIZE COND SIZE DESCRIPTION LOAD (KVA) S LOAD (KVA) DESCRIPTION N SIZE WIRE SIZE POLE BKR TRIP CKT # LTG REC M AFC HTG K MIS B LTG REC MT A{C HTG KIT MIS 1 20 1 12 3t4" IRRIGATION SYSTEM 0.4 1.0 SALES AREA RECf 3t4" 12 1 20 2 3 20 1 12 3/4" SALES AREA LIGHTING 0.7 0.7 EXT. RECEPTACLES 3/4" 12 1 20 4 5 20 1 12 3/4" SALES AREA LGHTING 1.5 0.2 OFFICE RECEPTACLES 314" 12 1 20 6 7 20 1 12 314" SALES AREA LIGHTING 1.4 0.4 BREAK RM RECEPTS. 314" 12 1 20 8 9 20 1 12 3/4" SALES AREA LIGHTING 0.8 0.4 REST RM/BELL REC. 314" 12 1 20 10 11 20 1 12 314" REAR PERIMETER LTG 0.9 0.5 ICE CREAM 3J4" 12 1 20L 12 13 20 1 12 314" LFT SIDE PERIMETER L 1.0 0.4 DUCT DETECTORS 3(4" 12 1 20L 14 15 20 1 12 3/4" SALES AREA LIGHTING 1S 0.5 HEAT TAPE - GTE 314" 12 1 20 16 17 20 1 12 314" RT SIDE PERIMETER LT 1.0 1.0 COKE MACHINE W4" 12 1 20L 18 19 20 1 12 314" FRONT SALES LGHTIN 0.9 0.5 WATER VEND. MACH. 314" 10 1 20L 20 21 20 1 12 T4" SALES AREA LGHTING 0.7 1.0 W-V. MACH. HEATER 3f4" 10 1 20L 22 23 20 1 12 314" SALES SUPPORT LTG 0.3 0.8 GAS UNIT HEATER 3/4" 12 1 20 24 25 20 1 12 3/4" OFFICEfl-LT LIGHTING 0.3 0.1 0.8 RED BOX MACHINE 3f4" 1 26 27 20L 1 12 314" SALES AREA NIGHT LT 0.8 0.8 VEND. MACH. 314" 28 29 20 1 SPARE 0.8 VEND. MACH. 314" 3031 20 1 SPARE 08 VENSTAR LCP 314"L 3233 20 1 SPARE SPARE(OFF. BLDG S U22 3435 20 1 12 3/4" OFFICE RECEPT. QG) 0.5 1.1 BLDG LTG AND SIGN 3f4" 3637 20 1 12 314" CASH REGISTERS 0.4 1.1 BLDG MTD AREA LTG 3f4" 3839 20 1 12 314" CASH REGISTERS 0.4 07 FUTURE SITE LIGHTING V0 4041 20 1 12 3t4" CASH REGISTERS 0.4 0.6 SITE LGHT€NG 1"0 42 LIGHTING {fCVA): 15.2 12 1.7 0.1 co 00 0.0 0.4 3 6. 00.8 OA 1.0 0-0 12.7 CONNECTED LOAD (KVA): 28.0 RECEPTACLES (KVA): 7.8 DEMAND LOAD (KVA): 31.8 MOTORS (KVA): 0.9 PHASE A 10 79.3 C (KVA), 0.0 PHASE B 9 74.6 CONNECTED LORD (AMPS): 77.8 HEATING (KVA): 1.0 PHASE C 110 1 79.7 1 DEMAND LOAD (AMPS): 88.4 KITCHEN (KVA): 0.0 IKVAJ AMPS MISCELLANEOUS (KVA): 3.1 NOTES: 1. L-INDICATES LOCK-ONATTACHMENTREQUIRED. 2. PROVIDE SWD/HID RATED BREAKERS FOR LIGHTING CIRCUITS. 3, DOOR IN DOOR PANEL CONSTRUCTION WITH COPPER BUSSES. 4. GFI -PROVI DE GFI BREAKER. T'HEEE C`LIS AND ALL PROPOS D WOI I ARE SUBJECT TO ANY CORECT ICtZ REOUIRB9 BY FIELD INSPEC'PORS THAT MAY BE NECINA:RY IN OIRDL'R TO M4,FILY MTH ALL APPLICABLE CODES. L L L L L L ELECTRICAL SERVICE SIZE, PANELBOARD RATINGS, AND FEEDERS SHOWN ARE BASED ON THE MECHANICAL SYSTEM AND RECEIVING AREA UNIT HEATER UTILIZING GAS HEAT. VERIFY ELECTRICAL SERVICE SIZE, PANELBOARD RATINGS, FEEDER SIZES, AND CIRCUIT BREAKERS WITH HVAC SYSTEM TYPE, CLIMATE ZONE, AND HVAC EQUIPMENT MANUFACTURER FOR ACTUAL SYSTEM INSTALLED. MODIFY ELECTRICAL SERVICE SIZE, PANELBOARD RATINGS, FEEDERS, CIRCUIT BREAKERS AND BRANCH CIRCUITS AS REQUIRED FOR SPECIFIC LOCATION. ALSO NOTE, PANEL A IS SHOWN AS A 54 CIRCUIT PANEL. IF LOCAL JURISDICTION HAS NOT ADOPTED THE 2008 NEC OR LATERVERSION, A 3 PANEL ELECTRICAL DESIGN WILL HAVE TO BE INCORPORATED INTO THE PROJECT. VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION AS REQUIRED. DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JLH CHECKED: GWE, TLM Ar0 3801 Kirby Drive, Suite 600 Houston, Teas 77098 tel: 713 664 7974 fen 713 054 9700 N Ln ® Q) m a Z in � �J Z® O J L� � LL z ® � o® w ~ W U z r M o2=M� UjQ1z®® z LL o rl a. A,, S�tw• REVISIONS PERMIT ISSUE: 10.15.2014 SHEET NUMBER �a� UQjID & SUCTION LINES S-3s" 2'-2i" 1 4'-5i" 7'-6" DISCONNECT I LOCATION EXCEPT FOR LOCAL CODES. 2'_6"TYP BUILDING ELECTRICAL DISCONNECT 4'-9' S-4" 3'-4" 6" 81 41 CONNECTIONS 20'-2" 1'-11 r AIR FLOW ELECTRICAL Eh Ih I� DISCONNECT COOLER/FREEZER CONDENSING UNIT INSTALLATION DETAIL NTS 8'-3" _ 1 _ 10'-3" 3'-Bi" ORDER OF CONDENSING UNIT PLACEMENT TO MATCH CASE PLACEMENT IN STORE (NOTE ORIENTATION WHEN FACING CASES ELECTRICAL VS. WHEN FACING CONDENSING UNITS FROM OUTSIDE STORE) 21"-5r" TYP 4" CONCRETE SLAB T FINISHED FACE OF WALL UTILITY CHASE BY REFRIGERATION TECH TO CONCEAL REFRIGERATION LINES. u Lo LO io to �Ll 12 LlL2:'Ll_lLl"w lEli'Ll NOTE: DESIGN BASED ON "MASTER-BILT" FREEZERS AND COOLERS. OBTAINED PRIOR TO BEGINNING CONSTRUCTION) FREEZERS AND COOLERS SHALL BE ORDERED WITH CONDESNATE EVAPORATION SYSTEM. NO FLOOR DRAINS OR PLUMBING IS REQUIRED. NOTE THAT THIS SYSTEM REQUIRES INCREASED ELECTRICAL DEMANDS, CIRCUITING AND BREAKER REQUIREMENTS. COOLER/FREEZER CASES 4 INSTALLATION DETAIL NTS 1'-9" SEE FLOOR PLAN FOR DISTANCE 86" TO BOTTOM OF DISCONNECT ELECTRICAL WHIP Ui/PIG TAIL SCHEDULE (CASH WRAP) OTY IMAM j DESCRIPRDN EQUIPMENT TO BE CONNECTED 1 1DB3-8 - 624FDS007-8 ACUNX POWER WHIP, REGULAR POWER, 8 FOOT, 3 WIRES BROWN ICE CREAM FREEZER DIRTY POWER 1 1OB5-B - 624FDSD05B-8 ACUNX POWER WHIP REGULAR POWER B FOOT 5 WIRES, BROWN REGISTERS DIRTY POWER 2 1D85-8-10 - 624FDS030C-8 ACUNX POWER WHIP I.G. POWER 8 FOOT 5 WIRES GREEN REGISTERS IG POWER CONTACT D&P CUSTOM UGHTS AT (800) 251-2200, ATTN: TAMMY, FOR WHIPS WITH PIGTAILS FOR CONNECTION TO J-BOXES. PROVIDE WHIPS FOR ALL PIGTAIL LOCATIONS (SEE SCHEDULE) GENERAL NOTES: 1. RUN CONDUITS CONCEALED DOWN INSIDE OF EXTERIOR WALL BEHIND DRYWALL WHERE POSSIBLE IF CONDUIT MUST BE RUN EXPOSED, THEN SECURE CONDUITS TO WALL PER NEC AND PAINT CONDUITS 'FRIENDLY YELLOW . FIELD COORDINATE ROUTING OF ALL EXPOSED CONDUIT WITH FITS PROJECT MANAGER PRIOR TO ELECTRICAL ROUGH -IN. 2. LABEL WHIPS "ICE CREAM", REGISTERS A&D (IG), REGISTERS B&C (IG), REGISTERS ABC (DIRTY) 3. FIELD VERIFY LOCATION OF ALL JUNCTION BOXES WITH FOS PROJECT MANAGER PRIOR TO ROUGH -IN. MOUNT ALL JUNCTION BOXES 6" AFF TO BOTTOM OF BOX. 4. ALL WIRING TO CASH WRAPS AND ICE CREAM FREEZER SHALL BE 012 COPPER UNLESS NOTED OTHERWISE 5. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE POWER DISTRIBUTION SYSTEM THAT GOES INTO THE CASH WRAPS. THE POWER DISTRIBUTION SYSTEM WILL BE DELIVERED WITH THE CASH WRAPS. ASSEMBLY INSTRUCTIONS WILL BE PROVIDED WITH THE CASH WRAP FIXTURES. 6. THE ELECTRICAL CONTRACTOR SHALL INSTALL PANCAKE STRIPS (PROVIDED BY FAMILY DOLLAR) OVER THE POWER AND LOW VOLTAGE WIRES RUN FROM THE WALL TO THE CASH WRAP AND BEHIND THE COOLERS. 3/4" CONDUIT WITH 1 HOT (BLACK), 1 NEUTRAL (WHITE), 1 GROUND (GREEN), 1 ISOLATED GROUND (LIGHT GREEN) TO A-42 (MANAGER WORK STATION IG OUTLET) 1" CONDUIT WITH 2 DEDICATED IG CIRCUITS (SEPARATE NEUTRALS) AND 1 DEDICATED CIRCUIT AS FOLLOWS: A-52 (REGISTERS A & D IG POWER) — 1 HOT (BLACK), 1 NEUTRAL (WHITE), 1 GROUND (GREEN), 1 ISOLATED GROUND (LIGHT GREEN) A-54 (REGISTERS B & C IG POWER) — 1 HOT (RED), 1 NEUTRAL (WHITE), 1 GROUND (GREEN), 1 ISOLATED GROUND (LIGHT GREEN) B-12 (ICE CREAM POWER) — 1 HOT (BLACK), 1 NEUTRAL (WHITE), 1 GROUND (GREEN) CIRCUIT A-52 (REGISTERS A & D (IG)) 2 HOTS (BLACK —CIRCUIT /1, RED —NOT USED) 1 NEUTRAL. (WHITE) 1 GROUND (GREEN) 1 ISOLATED GROUND (LIGHT GREEN) CIRCUIT A-54 (REGISTERS B & C (IG)) 2 HOTS (BLACK —NOT USED, RED —CIRCUIT #2) 1 NEUTRAL (WHITE) 1 GROUND (GREEN) 1 ISOLATED GROUND (LIGHT GREEN) REGISTERS A & D (IG) WHIP 1DB5—B—IG WHIP#IDDB5--8—IG (IG) ICE CREAM WHIP #1DB3-8 CIRCUIT B-12 (ICE CREAM) 1 HOT (BLACK) 1 NEUTRAL (WHITE) 1 GROUND (GREEN) fIAPI�iLb111 CIRCUIT A-42 (MGR WORK (IG)) 20A IG DUPLEX OUTLET — TO ELECTRICAL PANELS 2' EMPTY CONDUIT WITH PULLSTRING FOR UP TO 16 CAT5 CABLES. CABUNG BY FD LOW VOLTAGE CONTRACTOR 3/4" CONCUR WITH 3 HOTS, 1 SHARED NEUTRAL (WHITE), 1 GROUND (GREEN) B-37 UTILIZES BLACK HOT —CIRCUIT 01 (REGISTER A DIRTY POWER) B-39 UTILIZES RED HOT —CIRCUIT 12 (REGISTER B DIRTY POWER) B-41 UTILIZES BLUE HOT —CIRCUIT #3 (REGISTERS C & D DIRTY POWER) NOTE ALL THREE CIRCUIT BREAKERS SHALL BE 71ED TOGETHER USING UL APPROVED HANDLE TIE SINGE NEUTRAL IS BEING SHARD. 4"x4" sox 6' 6"X6" DATA BOX WITH COVER. CIRCUITS B-37, B-39, 8-41 (REGISTERS ABAD (DIRTY POWER)) 3 HOTS (BLACK —CIRCUIT 11, RED —CIRCUIT J2, BLUE —CIRCUIT 03) 1 SHARED NEUTRAL (WHITE) 1 GROUND (GREEN) REGISTERS A B C & D (DIRTY) NHIP #1DB5-8 BAR JOIST/PURUN J—BOX MOUNTED BY E.C. TO BOTTOM OF BAR JOIST/PURLIN. ELECTRICAL WHIP WITH PIG TAIL CONNI BY E.C. SEE SCHEDULE ON POWER PL 12' WHIP _ RACK POWER KIT N. INSTALLED BY EC AND COILED FOR FUTURE INSTALLATION OF FIXTURES AND FINAL CONNECTION MADE BY FIXTURE INSTALLER. POWER POLE INSTALLATION DETAIL NTS NOTE: FINAL CONNECTION OF RELOC RACK POWER KIT 'N' MADE BY FIXTURE INSTALLER. 0 EX RECEPTACLE WITH 12FT 12/3G CORD (BELL - ONE PER STATION. 9 THEI E CLAMS AND ALL RRO?OECD WORK ARE SUBJECT TO ANY COREC'I`ICPiS REQUIReD BY FIELD INSPECTORS THAT IAAY BE NECISSA:1Y 119 (ADM TO CQF'w LY VITH ALL APPLICABLE CODES. DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JLH CHECKED: GWE, TLM a O N cm � ao a z� o� J z Q O J UJ i LL ILL z Q -i 000 W W v V � z zLLl ?MN O z L M LL r-1 a xcEr� 3,JCABAL ECG. °°ew °°�ee�eoo®�6° REVISIONS PERMIT ISSUE: 10.15.2014 ELECTRICAL DETAILS SHEET NUMBER Em4.0 PDIAGR ASH WRAP POWER DETAIL AMMATIC ONLY March 310 Dodds Ave. DATE: 10.15.20 a P.O. Box 3689 M- Adams& F Chattanooga, Tennessee 37404 JOB No.: 1405- , 0 I' ASSOC1ates PH: (423)698-6675 Consulting Engineers MAA #: 14262 DRAWN: JI CHECKED: GWE, TL COMMUNICATION BOARD KEYED NOTES:-// - - - - - I C EC TO PROVIDE FASTENERS CDXRATED PLYWOOD COMMUNICATION BOARD. HEIGHT PLYWOOD WITH T ,,,�,�,,, T C(�,� sda BRACING AND FASTENERS RATED TO SUPPORT UP TO 225 LBS OF WEIGHT. PAINT WITH FLAME �j' �IYl1 j� �{l► I�7��Vt1" 1- t RETARDANT GREY PAINT ON FACE AND EDGES OF PLYWOOD BOARD. O2 1/4" METAL ANCHOR BOLTS. TYPICAL 8 PLACES. A-`/J"/�`" d OEC TO PROVIDE 2" EMPTY CONDUIT, SCHEDULE 40 PVC, WITH NYLON PULLWIRE FOR INCOMING 3801 Kirby Drive, Suite Boo TELEPHONE SERVICE. EC SHALL ROUTE TO POINT AS COORDINATED WITH LOCAL TELEPHONE Houston, Teas 77098 COMPANY. tel: 713 664 7974 fax: 713 e04 9755 CEC TO PROVIDE #6 CU GROUND TO SERVICE GROUND BAR AS REQUIRED FOR GROUNDING OF TELEPHONE EQUIPMENT. PROVIDE 10' LOOP OF #6 GROUND WIRE TERMINATED WITH LUG. GROUND FOR ELECTRICAL PANELS MAY BE USED IF WITHIN 10 FEET OF TELEPHONE BOARD. IF ELECTRICAL PANELS ARE FURTHER THAN 10'-0" FROM THE TELEPHONE BOARD, PROVIDE NEW GROUND ROD DIRECTLY ADJACENT TO THE TELEPHONE BOARD. REALESTATE 0SVEL€3PMENT CE;iNSI CAT. 5E CABLE (4 PAIR) BY OTHERS. (E.C. SHALL O EC TO PROVIDE GROUND BAR WITH 7 TERMINALS FOR GROUNDING OF FRAME RELAY AND OTHER 736 Cherry Street PROVIDE CONDUIT WITH PULL STRING ONLY IF COMMUNICATION EQUIPMENT. Chattanooga, TN 37402 REQUIRED BY CODE.) NETWORK INTERFACE DEVICE (DEMARC) WITH TEST PLUGS BY LOCAL TELEPHONE COMPANY. DO 423.643.9220 Office © 423,664.7100 Fax = NOT INSTALL ON EXTERIOR OF BUILDING. NOTE: O EC TO PROVIDE DUPLEX ISOLATED GROUND RECEPTACLES. SEE PLANS FOR CIRCUIT NUMBER. ALL INSTALLATION INSTRUCTIONS FOR VENSTAR OVA it 12 u SURVEYOR EQUIPMENT ARE TO BE PROVIDED TO THE IF © EC TO PROVIDE 25 PAIR (66 CUPS) TELEPHONE PUNCHDOWN BLOCK. Q ELECTRICAL CONTRACTOR BY VENSTAR UPON REQUEST. CHECKOUTS #1. #2 & #3 PROVIDE CEILING AT 9 ALTERNATE LOCATION. EC TO INSTALL THERMOSTATS FOR A/C-1 AND A/C-2. LOCATIONS FOR 20' WHIP ABOVE CHECKOUT WITH CEILING FEMALE O ADDITIONAL THERMOSTATS SHOWN IF APPLICABLE. SEE 6/V-1.0. TELEPHONE PUNCHDOWN BLOCK WIRING SCHEMATIC CONNECTOR. 4'-0" (CABLING BY OTHERS) 10 EC TO INSTALL VENSTAR DATA CONCENTRATOR. SEE 8/V-1.0. PHONE — LINE t " __' LAY -IN CEILING EC TO PROVIDE 2" EMPTY CONDUITSCHEDULE 40 PVC WITH NYLON PULLWIRE FOR INCOMING UNE 2_ PROVIDE CAT5 CABLE (4 PAIR) WITH 20' 11 PHONE UNE 3 - = WHIP ABOVE CEILING AT CHECKOUT #1 WAN/DATA SERVICE (CABLE, DSL OR T1). EC SHALL ROUTE THIS CONDUIT WITH CONDUIT N (NOT USED) LINE a = =-- WITH RJ-45 MALE CONNECTOR. PROVIDED FOR THE TELEPHONE SERVICE. 2 Ln (CABLING BY OTHERS) in CHECKOUT O 12 RUN CONDUITS UP THE INSIDE FACE OF THE EXTERIOR WALL TO DEMARC ON BACKBOARD LANE 1 O INSIDE BUILDING. DO NOT INSTALL CONDUIT EXPOSED ON FACE OF EXTERIOR WALL � d' Commt(=F IVVI Q PANEl vka COMMUNICATION BOARD NOTES: CHECKOUT (F9 OFFICE LANE 2 �_ ::::,::: •--- - 8 7 PROVIDE QUAD JACK WITH (2) RJ-11 JACKS AND (2) 1. ALL PHONE AND DATA ONES SHALL BE RUN BY FAMILY DOLLAR'S CABLING SUBCONTRACTOR. Z in RJ-45 JACKS. WIRE BOTH RJ-11 JACKS AND ONE RJ-45 ® ® INSTALLATION SHALL COMPLY WITH ALL CITY & STATE CODES. G.C. SHALL BE RESPONSIBLE FOR CHECKOUT. Yt EEcne� ® ® JACK. (CABLING BY OTHERS) 8'-0" 9I +s 9,yy�NN-�c3ctX sI +5 E.C. SHALL PROVIDE 3 4 CONDUIT WITH PULL STRING UP LANDING UP TO 3 PHONES TO D-MARK AND CONDUIT W/PULL STRING FOR ALL DATA LINES WHERE O LANE 3 ., 6 9u�. F �T" 10 IN WALL TO 6" ABOVE CEILING. REQUIRED BY CODE. (IF SHOWN) O' O J W J .................. OFFICE _ _ 2. CONDUIT FOR INCOMING TELEPHONE AND BOARD INSIDE BUILDING DO NOT INSTALL CONDUIT LL _ DATA SERVICES SHALL BE RUN UP INSIDE FACE OF � � PHONE -' EXTERIOR WALL TO D-MARK ON TELEPHONE -•- ten; EXPOSED ON FACE OF EXTERIOR WALL. Z �... �c-: Q LLJ --.._. - • = - 3. ELECTRICAL CONTRACTOR SHALL INSTALL PLYWOOD TELEPHONE BACKBOARD, CONDUIT W PULL F� W (, Nc- / EGUPIENI t STRING, GROUND BAR, TELEPHONE PUNCHDOWN BLOCK & DUPLEX RECEPTACLE A MINIMUM OF 6 V a°A6 WEEKS PRIOR TO DELIVERY DATE OF STORE TURNOVER TO FDS. NG.-! 4. ELECTRICAL CONTRACTOR SHALL INSTALL COMMUNICATION BACKBOARD AND RECEPTACLE POWER PRIOR Lm Z TO TELEPHONE AND DATA INSTALLATION DATE. THE GENERAL CONTRACTOR SHALL VERIFY PHONE H O ..... _._ UNE(S) ARE OPERATIONAL Z F- ............... NO OTHER ITEMS TO BE INSTALLED ON 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ONSITE CONTACT AVAILABLE TO PROVIDE ACCESS TO V 2'-0° COMMUNICATION BOARD TELEPHONE AND DATA COMPANIES. (TELEPHONE AND DATA COMPANIES REQUIRE SOMEONE ONSITE ON THE DAY OF INSTALL) O NOTE: EACH WIRE REPRESENTS ONE TWISTED FLOOR 6. ELECTRICAL CONTRACTOR SHALL PROVIDE ONSITE CONTACT TO PROVIDE PROBLEM RESOLUTION FOR Z 0 0 PAIR FOR DIAGRAM PURPOSES ONLY. (BY ALL ISSUES PERTAINING TO PHONE/DATA FACILITIES, I.E. CONDUIT PLACEMENT, PULL STRING, BUILDING OTHERS) 14 C PENETRATION, SITE ACCESS, ETC. 7. FAMILY DOLLAR CONTACT INFO: DEPLOYMENT CENTRAL 1-866-625-0177 (AVAILABLE 8AM-413M EST MON-FRI). EMAIL: NEWSTORECONSTRUCTIONSTDTOFAMILYDOLLAR.COM NOTE: 8. THE LIGHTING CONTROL PANEL (SURVEYOR PANEL) WILL NOW BE LOCATED NEXT TO THE ELECTRICAL TELEPHONE DEMARC, TELEPHONE PUNCHDOWN BLOCK, VENSTAR DATA PANEL THAT HAS THE LIGHT BREAKERS NOT ON THE COMMUNICATION BOARD. CONCENTRATOR, AND HVAC THERMOSTATS MUST BE LOCATED AS SHOWN. O °•°� EIV O NO DEVIATIONS TO THE LAYOUT WILL BE ACCEPTED BY FAMILY DOLLAR. 9. HORIZONTAL HUNG COMMUNICATION BOARDS ARE NOT ACCEPTED. THE COMMUNICATION BOARD WILL w �� • v IT IS RESPONSIBILITY OF GC TO ENSURE THAT ALL SUBCONTRACTORS NEED TO BE HUNG VERTICALLY, WITH THE BOTTOM OF THE BOARD 2'0° A.F.F. AND THE TOP 10'0" 0. 13 ADHERE TO THIS. A.F.F.. 1 10. COMMUNICATION BOARD WILL BE FIRE RETARDANT PLYWOOD, WITH A UL CLASSIFICATION STAMP THAT MELTS OR EXCEEDS REQUIREMENTS FOR CLASSI OR CLASS A FLAMESPREAD RATING (IBC 2012 . O FZ { V . •" ��1: SECTION 2303.2). BOARD IS NOT TO BE PAINTED EXCEPT FOR THE STENCIL TRANSFER. 4'mONAcasts" so°® 11. TRANSFER THE STENCIL USING BLACK OR RED SPRAY PAINT. IT TAKES LESS THAN X CAN OF PLANT PER STENCIL. THE STENCIL SHOULD BE APPLIED PRIOR TO MOUNTING THE BOARD ON THE WALL TO COMMUNICATION BOARD DIAGRAM MAKE SURE THE ANCHORS ARE NOT PLACED IN AREAS MARKED FOR EQUIPMENT. 1 N TS 12. THE ELECTRICAL CONTRACTOR WILL SUPPLY THE GROUND BAR AND THE TWO 20-AMP IG OUTLETS AT REVISIONS THE LOCATION INDICATED. PERMIT ISSUE: 10.15.2C 13. THE ELECTRICAL CONTRACTOR WILL PROVIDE TWO 2" CONDUITS WITH PULL STRINGS FOR PHONE AND DATA FEEDS. AT THE COMMUNICATION BOARD THE ENDS WILL TERMINATE WITHIN 60 TO THE LEFT OF THE COMMUNICATION BOARD AT 30" A.F.F. THE OPPOSITE END OF THE PHONE LINE WILL TERMINATE AT EITHER THE EXISTING DEMARK OR PHONE PEDESTAL. THE DATA CONDUIT WILL TERMINATE AT THE EXTERIOR POINT OF ENTRY OR PEDESTAL AS DETERMINED BY THE DATA PROVIDER. 14. A PHOTO OF THE INSTALLED COMMUNICATION BOARD THAT SHOWS THE UL CLASSIFICATION STAMP AND TRANSFERRED STENCIL PRIOR TO ANY EQUIPMENT INSTALLED IS TO BE SENT TO THE FDS PROJECT MANAGER. 15. ORDER STENCILS DIRECTLY WITH LAKE AREA SIGNS. SPEAK WITH DANNY OR JEREMY AT (337) 625-4179. COST IS $25.00 PLUS SHIPPING. THIS IS TO BE PAID BY THE ELECTRICAL CONTRACTOR USING A CREDIT CARD. THERE IS A 10 BUSINESS DAY LEAD TIME. THESE PLANS AND ALL PROPOSM LNOHf:, ARE SUBJECT TO ANY COMECTIONS REOUIReD BY FIELD I'NSPECFORS THAT ELECTRICAL MAY BE NECPt36ARY 114 OADLPR TO DETAILS CM01.Y WITH ALL APPLICABLE CODES. SHEET NUMBER Em4.1 POR71ON OF LOT 2, BLOCK, i o STLUCTE GARDENS £Ty OF PORT S ;.E CIE �'�14 i`�r .• 1 e t Cli-6CNERAL US' /S�aECCAL. EXCEPTlON:: o Fri kR LAND U.� i1aTm TTT'E `? ❑ �.� UTILITY TONER ❑ OHE OHE OHE OHE OHE OHE OHEqQ— —L o.w lE" OAK 3 a�, C=A ')AK . »»»...,...».. �� »... »»» �,.. ° •per _. __ ,V.., .. _.».. 32 wA7` m N00r't0?'551"W 176A7' 1. ? I uz- .�....... ,.». ....7 M.. ,»» . .,. ,,,,. »».......,...,»....., eaLJ f� mm .. » »» -- 325 i III s 4 T, Et 11.E . AGE _ r t T L.. .14 4,0 � � I € I I.. _1 L _ ________ __ a3 � i E d I E I w5 rm r;1 E lu I I E PRop, x i X�' UTILITY ' EASEMENT I 61.9E' u, p( I I — STORY CBS 0ISCOUNIT I a,J'fs,, '•{ gY �:a 00P °1aA . R i 93 .�.S. , r,S it3 s ! EX. C.O. I I +� I b•} `I i i I. I B-40,42'J 110 CU W/ #10 GRND O. t IN 1"C i _ w 6kRr 1t3 P SP E t r COi.:I E1I.I EASEMENT - - - - - - - ----------- aL1 E:i C WATER MAIN 1 I I I I I I I I I I I 1 1 1 I 1 / / PORTION OF LOT 1 E€ O , ST I UCIE &AkI" , Iv CITYOFPOPT51 L€CIE ZONIN CC, GENERAL COMMERCIAi. FUTk'RF [.AND €05E= COMMERCIAL LIMITED j CURRCN T 3JSE IBST VACANT If I (! I , I a ""eSs B -36,38.: _ MENT" 10 CU. W/. I 10 GRND. 4 IN 1"C. _I E PA IE MEJ:, ? 3 a' d I EASEMENT t # s 1 € f c7 € € z I ❑ h 3 h ' E 177 24' s *• ari__x A SEPVTCIE mA EX 6' CcONC, STbE'A'AI ,. »...w.�.» NORTH tT'v'gr'1 p. _, T 4 3 A /7A Vi, 3 Ex. STORAGE 1 YARD i PORTION OF LOT 1, 3LOCK I ST LUCIESARDENS 5 T a €SITE CMAN T Y ZOi4T °'46 T - 1NNUSTW-KAL, LIGHT FUTURE LAND US" . IND -Il+D rr Q.TAL CURO NT USE' r m FLEX OFFICE/SHOPS/ _ 5Ci4a.tKwC'5, EX, aLDG, EX. SLbG' EX. CQNC, PARKING AREA a_ __ ........._ __-....» ».m g�� 3 -r-4 FM SST° FNI _.. FM M FM s ( >, �a a 'sK'. _ xc � m°? F€`) "�' P£5 si items, SS YS' T"ztyre v0A SITE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION SP SEE SHEET ES-2.0 FOR DESCRIPTION. ELECTRICAL KEYED NOTES O1 ELECTRICAL CONTRACTOR SHALL PROVIDE A WEATHERPROOF JUNCTION BOX FOR LIGHTED ROAD SIGN. MOUNT TO SIGN PEDESTAL OR POLE. ELECTRICAL CONTRACTOR SHALL RUN WIRE IN CONDUIT AS SPECIFIED ON PLANS TO SIGN. FINAL CONNECTIONS SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. SIGN CIRCUIT TO BE CONTROLLED BY PHOTOCELL ON BACK OF PARAPET. O SERVICE GEAR ON BACK OF BUILDING. SEE RISER DIAGRAM. (DEXISTING POWER POLE TO REMAIN. POWER CO. TO PROVIDE NEW 208/12OV, 30 AERIAL TRANSFORMER BANK ON POLE. OOVERHEAD SECONDARY TO SERVICE GEAR ON BUILDING. SEE RISER DIAGRAM. FILE COPY THESE CLANS AND ALL pROPOSSD WORK ARE SUBJECT TO ANY COnAEV iCNS REOUIR?D BY FIELD rNSPECTORS TI IAT MAY BE NECISSA91Y 114 OADM TO COS: PLY WITH ALL APPLICABLE CODES. z March Dodds Ave. Adams& P.O. P.O. Box 3689 Chattanooga, Tennessee 37404 ® a ASSOC1ateS PH: (423)698-6675 ' Consulting Engineer; MAA #: 14262 PARKING ILLUMINATION SPECIFICATION - FAMILY DOLLAR AR STORES; 1. SYSTEM DESCRIPTION: A. FURNISH AND INSTALL A COMPLETE SYSTEM INCLUDING CONCRETE BASES, CONDUIT, WIRING SYSTEM AND COMPLETE CONNECTION. B. POLES & LUMINARIES SHALL BE PROVIDED BY HUTTON PER SPECIAL BID NOTES ON SHEET E-0.0. 2. NUMBER OF LUMINARIES AND POSITIONS: A. MAIN PARKING AREA OF INFIELD STANDARDS SHALL HAVE TWO (2) LUMINARIES PER POLE MAXIMUM. B. DRIVE, ROADWAY OR PERIMETER STANDARDS MAY HAVE A SINGLE LUMINARY. C. A SINGLE FLOOD WILL BE USED ON DESIGNATED POLES TO ILLUMINATE THE FACADE. D. A STANCHION MOUNT FLOOD SHOULD BE USED IN LIEU OF A WALL PACK IF A BUILDING IS ADJACENT TO A ROADWAY. E. WALL PACKS INDICATED ON WALLS OF THE BUILDING TO PROVIDE SECURITY LIGHTING AT 11, 6" MOUNTING HEIGHT. 3. MOUNTING HEIGHTS: A. PARKING AREA LUMINARIES MOUNTING HEIGHT SHALL BE NOT MORE THAN 25 FEET. B. DRIVE OR ROADWAY LUMINARIES MOUNTING HEIGHT SHALL BE NOT MORE THAN 25 FEET. C. MOUNTING HEIGHT IS THE DISTANCE FROM LUMINARIES TO PAVED SURFACE AND INCLUDES BASE HEIGHT, POLE LENGTH, AND ARM SWEEP (IF ANY). D. FLOODS WILL BE MOUNTED AT A HEIGHT OF 12 FEET UTILIZING THE SAME POLE AS THE AREA LIGHT WHERE REQUIRED. 7. LIGHTING STANDARDS (POLES): A. STANDARDS SHALL BE OF ANCHOR BASE TYPE, FABRICATED OF HIGH STRENGTH STEEL WITH A HANDHOLE LOCATED WTHIN 24" OF THE BASE. B. THE BALLAST OF EACH LUMINAIRE SHALL BE SEPARATELY FUSED IN THE POLE BASE AT THE HAND HOLE. C. EACH LIGHTING STANDARD SHALL HAVE A FACTORY FINISH OF ANODIZED ALUMINUM OR ELECTROSTATICALLY APPLIED POWDER COAT FINISH. D. THE COMPLETE LIGHTING STANDARD AND FOOTING SHALL BE DESIGNED TO WTHSTAND 150 MPH WINDS WITH A GUST FACTOR OF 1.3 MPH MINIMUM. E. EACH STANDARD TO BE PROTECTED AGAINST LIGHTING WITH AN INTERCONNECTED GROUND ROD. THIS ROD SHALL BE BONDED PER SECTION NUMBER 250-86, N.E.C. F. STANDARDS SHALL BE NON -BREAKAWAY TYPE, TAPERED ROUND, ROUND, OR SQUARE G. LUMINARIES AND POLE COLOR SHALL BE BRONZE. 8. EXECUTION: A. THE PARKING LOT LIGHTING SYSTEM SHALL BE CONNECTED EITHER DIRECTLY TO FAMILY DOLLAR STORES LIGHTING PANEL THROUGH THE FAMILY DOLLAR STORE METER OR TO A DEVELOPER'S PANEL THROUGH A DEVELOPER'S METER. IT IS THE RESPONSIBILITY OF THE ENGINEER TO VERIFY SAID REQUIREMENTS NTH THE DEVELOPER. B. BUILDING MOUNTED SECURITY LIGHTING SHALL NOT BE USED FOR ANY PARKING AREA ILLUMINATION OR THE ILLUMINATION OF ANY COMMON AREA WDER THAN 45 FEET. 3" 4•1 "A• 1 4• 3• MIN (NOTE 2) MIN 1 GROUT (NOTE 6) I I BASE COVER OR NUT COVERS AS SPECIFIED. PROVIDE PORI1 AND CEMENT CAP, TROWEL SMOOTH WITH 7ICi (NOTE 3) CHAMFER EDGE. ANCHOR BOLTS (NOTES 1,2,3, & 4) 2'-6- POURED CONCRETE CYLINDER POLE BASE. FORMED WITH ° ° MIN. 20' SONITUBE ALL EXPOSED SURFACES ° SWILL BE RUBBED SMOOTH GRADE d ° d SEE NOTE 7 3" CLEAR, TYPICAL 2'-6" MIN. ° "D" (NOTE 8) #4 TIES 0 12" O.C. d ° a 3 #5 EACH FACE (8 REQD.) SCHEDULE 40 PVC CONDUIT AND CONDUCTORS AS SHOWN ON PLANS - Lj V SEE NOTE 7 CONCRETE BASE 2 0" MIN. SEE NOTE 5 GROUND ROD, 5/8" x 10' COPPER CLAD AT EACH POLE LOCATION. —A DETAIL NOTES: 1. POLE SHALL BE PROVIDED WITH MINIMUM OF FOUR ANCHOR BOLTS WITH DOUBLE NUTS, DOUBLE FLAT WASHERS, AND ONE LOCK WASHER SIZED TO MATCH EACH ANCHOR BOLT. ALL NUTS, WASHERS, AND BOLTS SHALL BE HOT DIPPED GALVANIZED. 2. ANCHOR BOLT GAGE, DIMENSION "A", SHALL BE AS REQUIRED BY POLE MANUFACTURER. EXACT LOCATION OF ANCHOR BOLTS SHALL BE DETERMINED BY CONTRACTOR AFTER POLES ARE PURCHASED AND BEFORE CONCRETE BASE IS CONSTRUCTED. 3. BOLT PROJECTION, DIMENSION "B", SHALL BE AS RECOMMENDED BY POLE MANUFACTURER AND SHALL NOT BE LESS THAN 3". 4. ANCHOR BOLT EMBEDMENT, DIMENSION "C", SHALL BE AS RECOMMENDED BY POLE MANUFACTURER AND SHALL NOT BE LESS THAN 12". ANCHOR BOLT DIAMETER SHALL NOT BE LESS THAN 3/4". 5. CONCRETE BASE SHALL BE OF MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, W/C RATIO OF .55. REINFORCING BARS SHALL BE DEFORMED STEEL, GRADE 60. 6. GROUT SHALL BE PRE -BAG MIX NON -SHRINK, NON-METALLIC, 5000 PSI MINIMUM, ONE TO TWO INCHES THICK. 7. SOIL AROUND FOUNDATION BASE SHALL BE NON -ORGANIC GRANULAR SOIL COMPACTED TO 95% STANDARD PROCTOR (ASTM D-698). TOP 4" TO 6" MAY BE TOP SOIL OR PAVEMENT. 8. FOUNDATION EMBEDMENT DEPTH, DIMENSION "D", SHALL BE 15 PERCENT OF POLE HEIGHT ABOVE GRADE, MINIMUM OF 6'-0". COORDINATE WITH STRUCTURAL ENGINEER. PROVIDE SPREAD FOOTING BASE WHERE SUFFICIENT DEPTH CANNOT BE OBTAINED. 9. 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Box 3689 Chattanooga, A ams& 8a, Tennessee 37404 0 Associates PH: (423)698-6675 w Consulting Enginwts MAA #: 14262 Luminaire Locations Location Aim No. Label X Y Z MH Orientation Tilt X Y Z 1 SP 178.21 278.52 25.00 25.00 133.36 0.00 2 SP 167.81 103.71 25.00 25.00 180.00 0.00 3 SP 170.83 194.00 25.00 25.00 139.32 0.00 4 SP 62.35 91.46 25.00 25.00 228.42 0.00 1 CW 63.03 1 175.74 11.50 11.50 90.00 0.00 2 CW 54.90 175.74 11.50 11.50 90.00 0.00 3 CW 71.16 175.74 11.50 11.50 90.00 0.00 4 CW 79.29 175.74 11.50 11.50 90.00 0.00 1 G 41.97 294.23 11.50 1 11.50 0.00 0.00 41.97 284.23 0.00 2 G 91.94 284.05 11.50 11.50 0.00 0.00 91.94 284.05 0.00 3 G 91.87 175.36 11.50 11.50 180.00 0.00 91.87 175.36 0.00 4 G 42.39 175.27 11.50 11.50 180.00 0.00 42.39 175.27 0.00 5 G 108.51 205.03 11.50 11.50 90.00 0.00 108.51 205.03 0.00 6 G 108.38 255.09 11.50 11.50 90.00 0.00 108.38 255.09 0.00 7 G 25.60 255.34 11.50 11.50 270.00 0.00 25.60 255.34 0.00 8 G 25.73 205.28 11.50 11.50 1 270.00 0.00 25.73 205.28 0.00 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Avg/Max Lot Summary 3.9 fc 9.2 fc 1.5 fc 6.1:1 2.6:1 0.4:1 Spill Light Summary 1.2 fc 11.1 fc 0.0 fc N/A N/A 0.1:1 1. Readings shown are based on a total LLF as shown at grade. 2. Please refer to the "luminaire locations" table for mounting heights. 3- Product information can be obtained at www.Lithonia.com or through SL Bagby. 4- Product must be Acuity Brands/Lithonia Lighting and all pricing must originate from National accounts program at SL Bagby in Charlotte, NC Phone 704 334 2821. 6. Refer to sheet ES-1.0 for wiring of the parking lot pole mounted light fixtures. 7. Refer to sheet E-1.0 for wiring of building mounted light fixtures. THESE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY CONECTIONS REOUIRED BY FIELD NSPEVORS THAT PRAY BE t4ECMSAIY IN OADM TO CO-'A?LY WITH ALL APPLICABLE CODES. r�l Luminaire Schedule Symbol Label Manufacturer Catalog Number Description Lamp Number Lumens Per Light LossWattage Lamps Lamp Factor /\ G Lithonia Lighting DSXW1 LED 20C 100040K DSXW1 LED WITH 2 LIGHT ENGINES, LED 1 5843.019 0.95 75 ® T3M MVOLT 20 LED's 0 0 D 1 0 mA DRIVER, 4000K LED, TYPE 3 MEDIUM OPTIC 0 i SP Lithonia Lighting KAD 320M SR3 (PULSE Area Luminaire, 320W MH, High ONE 320-WATT CLEAR ED- 1 29700 0.72 736 0 START) Performance SR3 Reflector, Full Cutoff 28 METAL HALIDE, MEETS THE'NIGHTTIME FRIENDLY' HORIZONTAL POSITION. CRITERIA CW Lithonia Lighting DMW 1 32 4FT WET LOCATION ENCLOSURE ONE 32-WATT T6 LINEAR 1 2900 0.75 36 WITH (1) T8 LAMP, 50% DR HIGH FLUORESCENT IMPACT ACRYLIC LENS DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JLH CHECKED: GWE, TLM Lam� L CWsdan Al ArJ*A 3801 Kirby Drive, Suits 600 Houston, Texas 77090 tel: 713 664 7974 fax 713 064 9769 cc N in Ln CY ) Q �J � O LL LL z® O ® � w � LLI U � � N cc Z J Z � O � ®2HMV) =M�ggggg z um U.o O CL . •\) EN e EO iz AS r,S�Oj�,L,,ENOo•'� sa4nna4p� REVISIONS PERMIT ISSUE: 10.15.2014 ELECTRICAL SITE PHOTOMETRIC PLAN SHEET NUMBER ES•2.0 FINISHED FLOOR - SURFACE SLOPE TO DRAIN D c•c e v o D v DRAIN BODY POURED IN PLACE LEAD AND OAKUM J OR NEOPRENE GASKET FLOOR DRAIN STRAINER D o D, ' D D rNCRETE FLOOR SLAB Y" TRAP PRIMER CONNECTION. C.W. MAKE-UP H.W. TO FIXTURES THERMAL EXPANSION TANK SIZE PER MFG. RECOMMENDATIONS TEMPERATURE AND PRESSURE RELIEF VALVE - DISCHARGE FULL SIZE OF VALVE DISCHARGE PIPE TO MOPSINK OR FLOOR DRAIN AND TERMINATE WITH ELBOW TURNED DOWN HB 4" DEEP GALV. DRAIN PAN FLOOR DRAIN INSTALLATION DETAIL INSTALL WATER HEATER ABOVE MOP SINK AT SCALE: NONE 7'-6" A.F.F. UPON 8" 20 GA. STEEL STUD JOISTS SPACED 8" O.C. SPANNING SURROUNDING WALLS. COORDINATE STRUCTURAL SUPPORT FRAMING WITH GENERAL CONTRACTOR. RT FROM ROOF JOISTS SUPPORT FROM THREADED ROD 1" DRAIN LINE. ROUTE TO MOPSINK OR ROOF JOIST I FLOOR DRAIN AND TERMINATE WITH THREADED ROD �JILENIGTH AS REQ'D (-1 5/8"xt 5/8"x12 GA. ELBOW TURNED DOWN CLEVIS HANGER I PROVIDE AND INSTALL WALL MTD. (SIZE AS REQ'D) MOP HOLDER SO MOPS ALWAYS DRIP INTO MOP SINK. O ® STEEL CHANNEL . . .. . . . . . . .. . .. ....... INSULATION INSTALL FRP @ 48" A.F.F. " " " " " " SADDLE 0 BOLT & CLAMPING 60" WIDE ON THIS WALL. Nur (rYP) . . MULTIPLE PIPE RUNS STEEL PIPE STRAP SINGLE PIPE RUN " " " " " ' PIPE HANGERS DETAIL INSULATION SADDLE .................... .. ... SCALE:NONE MOP SINK RECEIVING AREA FLOOR MOP SINK INSTALLATION DETAIL SCALE: NONE UM BREAKER -OFF VALVE TRAPS PLUMBING FIXTURE SCHEDULE MODEL MARK DESCRIPTION CW HW SAN VENT AMERICAN STANDARD " DET 3 FL I T HEIGHT ELONGATED HIGH EFFICIENCY (1.28 GPF) FLUSH TANK TOILET WITH OLSONITE #10SSC OPEN FRONT TOILET SEAT WITH W1 3378.128 SELF-SUSTAINING CONCEALED CHECK HINGE AND ZURN Z8804 1/2" - 3" 2" STANDARD ANGLE STOP. VERIFY COLORS WITH ARCHITECT. NO SUBSTITUTIONS WILL BE CONSIDERED. AMERICAN STANDARD "COMRADE" WALL -HUNG LAVATORY WITH AMERICAN STANDARD (1340.225) METERING CENTER SET FAUCET (NO SUBSTITUTIONS) SET TO 0.25 GAL. PER CYCLE. (2) ZURN Z8804 L1 0124.131 STANDARD ANGLE STOPS, ZURN Z8743 STRAINER AND ZURN 1/2" 1/2" 2" 2" Z8700 P-TRAP. VERIFY COLORS WITH ARCHITECT. DF EZSTL8C COOLER W/ LKAPREZL APRON. VERIFY FINISH WITH ARCHITECT. 3/8" 2" 2" FIAT 24"X24" MOLDED STONE WITH 3" DRAIN, SERVICE FAUCET WITH PAIL HOOK & INTEGRAL VACUUM BREAKER, MOP BRACKET, MSB MSB2424 STAINLESS STEEL STRAINER, AND HOSE & BRACKET. 830AA, 3/4" 3/4" 3" P-TRAP 2" 889CC, 1453BB & 832AA. Z415- 6" ZURN FLOOR DRAIN WITH "TYPE B" ROUND STRAINER AND 1/2" 2 2 FD 66-P TRAP PRIMER CONNECTION. YCO Z1400 ZURN "LEVEL-TROL" CAST IRON FLOOR CLEANOUT. WCO Z-1441 ZURN WALL CLEANOUT WITH ACCESS COVER. 1.65kW 120V. A.O. SMITH 10 GALLON ELECTRIC WATER HEATER. @ #EJC-10 OR EQUAL. PROVIDE DRAIN PAN UNDER SHELF -MOUNTED WATER HEATER TERMINATE DRAIN LINE IN MOP SINK. PROVIDE WH EJC-10 FULL SIZE T&P RELIEF LINE, TERMINATE 2" ABOVE RIM LEVEL OF MOP SINK. INSTALL PER MANUFACTURER'S INSTRUCTIONS. WOODFORD NON -FREEZE, ENCASED WALL HYDRANT. WITH FPHB B 65 AUTOMATIC DRAINING ANTI -SIPHON VACUUM BREAKER. SEE 3/4" ARCHITECTURAL DRAWINGS FOR WALL THICKNESS. IPS CORPORATION WASHING MACHINE OUTLET BOX WITH 114 TURN WMB W470OTM ADAPTOR BALL VALVE AND 1/2" SWEAT CONNECTION. TOP VALVE 1/2" 1/2" 2" CONNECTION. NOTES: 1) PROVIDE TRUEBRO INSULATION KIT #102 ON PUBLIC LAVATORIES AND SINKS WHERE SANITARY AND DOMESTIC WATER LINES ARE EXPOSED. DRAINAGE FIXTURE UNITS (FAMILY DOLLAR) FIXTURE TYPE FIXTURE UNIT VALUE NO. OF FIXTURES TOTAL VALUE LAVATORY 1 2 2 DRINKING FOUNTAIN 1/2 1 112 EMERGENCY FLOOR DRAIN 0 2 0 MOP SERVICE BASIN (3" TRAP) 5 1 5 WATER CLOSET 4 2 8 DRAINAGE FIXTURE UNITS= 15-1/2 2010 FLORIDA PLUMBING CODE, 20125UPPLEMENTS BUILDING DRAIN PIPE SIZE= 4" WATER SUPPLY FIXTURE UNITS (FAMILY DOLLAR) FIXTURE COLD HOT TOTAL NO. OF FIXTURES TOTAL VALUE DRINKING FOUNTAIN 0.25 0.25 1 0.25 PUBLIC LAVATORY 1.5 1.5 2.0 2 4.0 MOP SINK 2.25 2.25 3.0 1 3.0 WATER CLOSET (PUBLIC TANK) 5.0 5.0 2 10.0 2010 FLORIDA PLUMBING CODE, 20125UPPLEMENTS WATER SUPPLY FIXTURE UNITS= DOMESTIC WATER SUPPLY PIPE SIZE= GALLONS PER MINUTE= 17.25 1" 19gpm PIPE SCHEDULE DNA/ SCHEDULE 40 PVC ALL UNDERGROUND DOMESTIC WATER PIPING TO BE TYPE K DOMESTIC WATER PIPING COPPER PIPE. ABOVE GROUND DOMESTIC WATER PIPING 2" AND LARGER TO BE TYPE L COPPER PIPE. ABOVE GROUND DOMESTIC WATER PIPING SMALLER THAN 2" TO BE TYPE L COPPER PIPE, OR PEX-A. CONTRACTOR SHALL OBTAIN APPROVAL FROM LOCAL JURISDICTION AND WRITTEN APPROVAL FROM OWNER PRIOR TO INSTALLING PEX-A. STORM WATER PIPING SCHEDULE 40 PVC. SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS, NATURAL GAS PIPING FIELD PAINTED. 1. THE BASIS OF DESIGN IS COPPER PIPE 2. OTHER PIPE TYPES (AS LISTED ABOVE) MAY BE SUBSTITUTED FOR COPPER IF APPROVED BY LOCAL JURISDICTION AND IN WRITING BY THE OWNER. 3. IF SUBSTITUTED PIPE IS PROVIDED THE CONTRACTOR SHALL RESIZE ALL PIPE TO EQUAL OR EXCEED THE FLOW VOLUME OF COPPER PIPE. PLUMBING GENERAL NOTES 1. ALL WORK AND MATERIAL SHALL BE IN COMPLIANCE WITH ALL APPLICABLE AUTHORITIE .(2010 FLORIDA PLUMBING CODE WITH 2O12 SUPPLEMENTS.) NOTHING IN OT CONFORMING TO THE APPLICABLE CODES. IN THE EVENT OF CONFLICT BETWEEN THE CODE REQUIREMENTS AND THE DRAWINGS OR SPECIFICATIONS THE MOST STRINGENT SHALL PREVAIL. 2. THESE DRAWINGS HAVE BEEN DEVELOPED FROM THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL FIELD CONDITIONS, DIMENSIONS, CLEARANCES, LOCATION OF EXISTING UTILITIES, ETC. PRIOR TO BIDDING, FABRICATION, OR INSTALLATION. DO NOT SCALE FROM THESE DRAWINGS. COORDINATE ALL STUB -UPS AND CONNECTIONS WITH MANUFACTURER INSTALLATION DATA. 3. COORDINATE PLUMBING INSTALLATION AMONG TRADES TO AVOID INTERFERENCES. 4. CONTRACTOR SHALL NOT PASS SANITARY, DOMESTIC WATER, VENT PIPING OR ANY OTHER TYPE OF PLUMBING DIRECTLY OVER ANY ELECTRICAL EQUIPMENT. COORDINATE WITH ELECTRICAL CONTRACTOR TO MAINTAIN ANY REQUIRED CLEARANCES. 5. INSULATE ALL ABOVE GROUND DOMESTIC WATER PER SPECIFICATIONS. 6. THE CONTRACTOR SHALL FURNISH ALL LABOR, INSTALL ALL MATERIAL AND EQUIPMENT AND INCLUDE SERVICES AND INCIDENTALS TO THE INSTALLATION OF WORK INVOLVED FOR A COMPLETE AND OPERATING FACILITY. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSEMBLING ANY EQUIPMENT SHIPPED IN SECTIONS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS, INSPECTIONS, AND PAY ALL FEES REQUIRED FOR THIS JOB. 9. THE PIPING SYSTEM SHALL BE ARRANGED SO AS TO PREVENT WATER HAMMER. EACH ISOLATED FIXTURE SHALL HAVE A WATER HAMMER ARRESTOR ON THE WATER CONNECTION. ALL GROUPS OF FIXTURES SHALL CONNECT TO A WATER BRANCH WHICH SHALL END WITH A FULL SIZE WATER HAMMER ARRESTOR. 10. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL STANDARD 1/2"x3/8" COMPRESSION ANGLE STOPS ON ALL WATER LINES UNLESS ANOTHER TYPE OF VALVE IS SPECIFIED. 11. SANITARY SEWER AND VENT PIPING SHALL BE SCHEDULE 40 PVC UNLESS LOCATED IN AN HVAC RETURN PLENUM. SANITARY AND VENT PIPING LOCATED IN AN HVAC RETURN PLENUM TO BE CAST IRON. 12. ALL VENTS TO PENETRATE THROUGH ROOF (VTR) AND SHALL EXTEND A MINIMUM OF 12" ABOVE ROOF AND BE MAINTAINED A MINIMUM OF 10'-0" FROM ALL OUTSIDE AIR INTAKES. 13. ALL ROOF PENETRATIONS FOR PLUMBING PIPING SHALL BE MADE IN ACCORDANCE WITH ROOF SYSTEM MANUFACTURER GUIDELINES. COORDINATE WITH ARCHITECTURAL. 14. COPPER PIPING JOINTS SHALL BE SOLDERED USING SOLDER FILLER METAL (ASTM B-32) 95-5 TINANTIMONY. 15. ALL PENETRATIONS THROUGH MASONRY WALLS WILL BE CORE DRILLED AND SLEEVED. A. SLEEVES ARE REQUIRED WHERE A PIPE PASSES THROUGH A WALL OR FLOOR. PIPES PASSING THROUGH A WALL OR FLOOR MUST BE INDIVIDUALLY SLEEVED UNLESS APPROVED BY ARCHITECT. B. SLEEVES SHALL FINISH FLUSH WITH THE WALL FINISH AND SHALL FINISH 1/4" ABOVE FINISH FLOOR. C. SLEEVES SHALL BE AS FOLLOWS: • THROUGH MASONRY WALLS -GALVANIZED STEEL PIPE. • THROUGH PARTITIONS AND FLOOR - 22 GAUGE GALVANIZED SHEET METAL. 16. ALL FLOOR DRAINS, FLOOR SINKS, AND HUB DRAINS SHALL BE INSTALLED WITH A TRAP PRIMER CONNECTION AND PROVIDED WITH A TRAP PRIMER, TO BE "PRECISION PLUMBING PRODUCTS" (PRIMERITE PR-500) OR EQUIVALENT. USE DISTRIBUTION BLOCKS AS REQUIRED. TRAP PRIMERS SHALL BE LOCATED AS TO FACILITATE EASE OF MAINTENANCE. TRAP GUARD FLOOR DRAIN INSERTS, BY PROSET, ARE AN APPROVED SUBSTITUTION IF APPROVED BY LOCAL JURISDICTION AND OWNER. 17. LABEL ALL PIPING PER ANSI STANDARDS. PLUMBING LEGEND SYMBOL DESCRIPTION ---5 COLD WATER PIPING (CW) 5-----5 HOT WATER PIPING (HW) 5 ---- S SOIL/WASTE PIPING G-� GAS PIPNG (G) --------- VENT PIPING (V) 7� PIPE RISE � FD PIPE DROP 4--s-� CONCENTRIC TRANSITION SHUT-OFF VALVE DIELECTRIC UNION GAS COCK GM GAS METER e CONNECTION TO CIVIL F!, r,,,O-Y THF07 I "'7 n?dry AI I. PROP 1? !,`Mnl< E:iFu�uuk(:i ut;tuY(��>iii REQUIFE'D i Y FI..LD I't'iSPECTOPS l AY BE NECESSA'1Y I„ ORDER 10 CWPLY WITH ALL APPLICABLE CODES. DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JAW CHECKED: CJW ArJ*A 3801 Kirby Drive, Suite 600 Houston, Tees 77098 tel: 713 664 7974 lez: 713 564 9765 H I lomm PEAL ESTATE OFVE OP LENT CONSTRUt 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax O (V m Q Zp o J LLI j LL 0 0 LLLu N OC Z J ZJ �� H �MN ��=MF_ LLIZ LL LLLL l"� � REVISIONS PERMIT ISSUE: 10.15.2014 A 1: CITY COMMENTS O4.21.2015 PLUMBING NOTES & DETAILS SHEET NUMBER POO.0 w MINIMUM INVERT . ..._.....,. ELEVATION 54" BELOW FINISHED CONTINUED ON CIVIL SLAB. . ....... L .._._. WMB USED AS AN ORIFICE FOR THE SANITARY PIPE FROM THE VENDING MACHINE TO GO THROUGH THE WALL. 9 I m /ERHEAD L rlT, ARY 1/8"=1'-0" WCO DF I 3" 0 m AIRGAP AT FLOOR DRAIN PROVIDE 1" CONDENSATE PIPING AT MECHANICAL UNITS. MAINTAIN MINIMUM PIPE SLOPE OF -I'PER FOOT. ROUTE ALL CONDENSATE TO MOP SINK �',:.' a,, 4 :` "t� .rrM.:'tdo ;;: Na. �:iti: 2 SANITARY ISOMETRIC D �P-1,0 SCALE: NOT TO SCALE KEYED NOTES O PROVIDE FLOOR DRAIN WITH TRAP PRIMER IN FRONT OF MOP SINK. CONTACT FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER TO O DETERMINE IF USING THE "WARM WEATHER" OR "COLD WEATHER" WATER VENDING MACHINE INSTALLATION METHOD. WAST CONNECTION SHALL BE LOCATED ON SAME SIDE OF STORE AS COOLERS AND FREEZERS. FIELD VERIFY EXACT LOCATION WITH FAMILY DOLLAR STORE CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION. WARM WEATHER INSTALLATION: TERMINATE LINE WITH }"MALE ADAPTER. THE DRAIN SHALL BE CONNECTED TO A 2.2 GPM (OPEN FLOW) DIAPHRAGM PUMP, WHICH CAN PUMP VERTICALLY AND HORIZONTALLY UP TO APPROXIMATELY 400 FEET IN TOTAL LENGTH. ROUTE DRAIN UP IN WALL TO BOTTOM OF STRUCTURE. FIELD ROUTE DOWN IN WALL AT COOLERS AND FREEZER AND RUN ACROSS FLOOR TO BELOW CASES TO SPILL INDIRECTLY INTO FLOOR SINK WITH 2" AIR GAP. COLD WEATHER INSTALLATION: TERMINATE LINE WITH J"MALE ADAPTER AT 1 T-6" A.F.F. INSIDE STdEfE. DRAIN $HALLHEACONiNI'ECtEbTOAi,24 Ijbl6t'U, FLOW) DIAPHRAGM PUMP, WHICH CAN PUMP VERTICALLY AND HORIZONTALLY UP TO APPROXIMATELY 400 FEET IN TOTAL LENGTH. ROUTE DRAIN UP IN WALL TO BOTTOM OF STRUCTURE. FIELD ROUTE DOWN IN WALL AT COOLERS AND FREEZER AND RUN ACROSS FLOOR TO BELOW CASES TO SPILL INDIRECTLY INTO FLOOR SINK WITH 2" AIR GAP. 1/2" PRESSURIZED SANITARY OVERHEAD ECTED TO WATER VENDING MACHINE FILE COPY THESE FLANS AND ALL PROP085D WORK ARE @USACT TO ANY COnRECTIONS AEOUTAM BY FIELD INSPEMRS THAT MAY BE NECL" GARY I'1 MD" TO C04PLY WITH ALL APPLICABLE COMS, DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JAW CHECKED: CJW lm�qLcWs6anal A-rd k&t 3801 Kirby Drive, Suite 600 Houston, Texas 77098 tel: 713 884 7974 tax: 713 684 0756 Hmmqww%up REAL. ESTATE DEVELOPMENT CONSTRW 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax tV � rn M Q 1� Z p O J W J z O J '� O LU ?0 W U ��zN� of _ O � z �M Ln °�=c,�F- �a 000 z LL LL e-III a � w r TAT F °s 40RIOP.\��� 0NALeG0I e eveun4t REVISIONS PERMIT ISSUE: 10.15.2014 SANITARY PLAN SHEET NUMBER Pml.0 DATE: 10.15.2014 1 ROOF Pl P-1.1 SCALE: 1/8"=1'-0" NORTH FIRST ISSUE OF THIS SHEET: 4/21 /15 THESE PLANS AND ALL PROPOS5D WORK ARE SUBJECT TO ANY COFAFCTICNS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECINARY IN ORDER TO COWLY WITH ALL APPLICABLE CODES, JOB No.: 1405-96 DRAWN: JAW CHECKED: CJW jr Iarrr� L C,fistiavt ALA. Ari 3801 Kirby Drive, Suite 600 Hou0m, Texan 77098 tel: 713 664 7974 fax: 713 664 9756 Hmam REAL ESTATE DEVfLOPMENT CONSTRUCTION 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax 0 U. 0 V N 0 3 LU Z Q z z W J W N M M O rq REVISIONS L N Ln 01 m Q 0 IC O LL LU J C/i w CL PERMIT ISSUE: 10.15.2014 A 1: CITY COMMENTS O4.21.2015 ROOF PLAN SHEET NUMBER PM1.1 0 9 Ia h ii r,.--W�• r-- B m I i� i. Y1 PIPE BELOW SLAB AA CONTINUED ON CIVIL \\ WATER METER AND BFP LOCATED NEAR - - i ROAD. SEE CIVIL CONTRACTOR SHALL PROVIDE PLUMBING CONNECTION APPROPRIATE FOR LOCAL FREEZE CONDITIONS. _ tI ►J W/CW DROP Fvr vvn ABOVE MSB F_ ..,�...-...,�....--.. _L.� _. Es«... 6 q e ^o. i a � m I i t iEk i 1 AJ i f 3/4" .Vaitr' +ur�u.uh�.m �9Errt a ��. idn PHB )DOMESTIC WATER PLAN fl SCALE: 1/8"=V-0" L1 HW/CW DROP FOR (2) L1 FPHB DROP FOR (2) W1 ,..:: .._ is .. ... . ..._ __.....: 3 i � s 1 �.( 7 t 1 KEYED NOTES O 3/4" COLD WATER RISER UP THRU SLAB WITH SHUT-OFF VALVE IN WALL. PROVIDE ACCESS PANEL IN WALL. O LOCATE ELECTRIC HOT WATER HEATER ABOVE MOP SINK WITH 68" CLEAR TO BOTTOM OF WATER HEATER SUPPORT PLATFORM. MINIMUM 10 GALLON, 1.5 KW. O PLUMBING CONTRACTOR TO RUN WATER LINE IN SALES AREA AS HIGH AS POSSIBLE IN CEILING SPACE. O CONTRACTOR TO COORDINATE WATER METER SIZES WITH LOCAL WATER COMPANY AND CIVIL. FLOW RATES AND INLET TO BUILDING PIPE SIZE PER SCHEDULE (SEE P0.1). O PROVIDE HEAT TAPE FOR ALL DOMESTIC WATER LINE LOCATED IN EXTERIOR WALLS IN CLIMATES WHERE PIPES ARE SUBJECT TO FREEZING. ©CONTACT FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER TO DETERMINE IF USING THE "WARM WEATHER" OR "COLD WEATHER" WATER VENDING MACHINE INSTALLATION METHOD. CW SHALL BE LOCATED ON SAME SIDE OF STORE AS COOLERS AND FREEZERS. FIELD VERIFY EXACT LOCATION WITH FAMILY DOLLAR STORE CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION. WARM WEATHER INSTALLATION: PROVIDE }" CW TO WASHER BOX (TYPE L HARD COPPER INSULATED) LOCATED 24" A.F.F. PROVIDE BALL VALVE AND INLINE BACKFLOW PREVENTER (ASSE RATED 1024) EQUAL TO WATTS SERIES 7. BALL VALVE FOR MACHINE SHALL NOT EXCEED 1 FOOT FROM THE MACHINE. TERMINATE LINE WITH J" MALE ADAPTER AND CAP. WATER SEAL WASHER BOX. COLD WEATHER INSTALLATION: PROVIDE �' CW TO WASHER BOX (TYPE L HARD COPPER INSULATED) LOCATED 1 V-6" A.F.F. INSIDE STORE. PROVIDE BALL VALVE AND INLINE BACKFLOW PREVENTER (ASSE RATED 1024) EQUAL TO WATTS SERIES 7. TERMINATE LINE WITH J" MALE ADAPTER AND CAP. GENERAL PLAN NOTES 1. ALL HORIZONTAL CW AND HW PIPING TO BE 3/4" UNLESS OTHERWISE NOTED. 2. ALL TOILETS AND SINKS ARE TO HAVE BRAIDED SUPPLY LINES AND i TURN SHUT-OFF VALVES. 3. PLUMBING DESIGN ENDS 30" FROM THE EXTERIOR OF THE BUILDING. FILE COPY THSSS PWIS AND ALL PROPOSSO URK ARE SUBJECT TO ANY COFRRECTICtiS REOUiRLaD BY FIELD INSPEC'PORS THAT fdAY BE NIECP SANY 1.1 Of4DM TO C(DA" LY IJI T h, ALL APPLICABLE CODES. DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JAW CHECKED: CJW LanW L a a AZ Ad)kect 3801 Kirby Drive, Suite 600 Houston, Teas 77098 tel: 713 664 7974 fax: 713 664 9756 REAL ESTATE DEVELOPMENT ClONSTRtti 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax O fV Ql m � aQ ..a z� cc=j Zo U.o J LLI z LL O LLJ ccz� j Z - o =M F— LLJac ® OC z LL. ® VI mmi ®®sea®®®®ma�0 REVISIONS PERMIT ISSUE: 10.15.2014 DOMESTIC WATER PLAN SHEET NUMBER Pm2.0 I. GENERAL NOTES: A. THESE NOTES SHALL APPLY EXCEPT WHERE OTHERWISE INDICATED BY THE DRAWINGS OR SPECIFICATIONS. B. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS. C. IF APPLICABLE, CONTRACTOR SHALL CHECK AND VERIFY ALL DIM- ENSIONS AND CONDITIONS OF EXISTING BUILDINGS AFFECTING NEW CONSTRUCTION, AND DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT/ENGINEER IN WRITING. D. GENERAL CONTRACTOR SHALL ENSURE THAT ALL MATERIALS ARE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. E. ALL MASONRY WALLS BELOW GRADE SHALL BE BACKFILLED ON BOTH SIDES OF WALL SIMULTANEOUSLY. PROVIDE TEMPORARY BRACING AS REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURING CONSTRUCTION AND BACKFILLING. BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOOR AND ROOF CONNECTIONS ARE COMPLETE. F. CENTER LINE OF COLUMN = CENTER LINE OF FOOTING = CENTER LINE OF ANCHOR BOLT TEMPLATE UNLESS NOTED OTHERWISE. NO PIPING SHALL PASS THROUGH OR UNDER ANY FOOTING WITHOUT PRIOR APPROVAL OF THE ENGINEER. G. DIMENSIONS AT FRAMED OPENINGS TO BE VERIFIED WITH APPLICABLE SUB -CONTRACTOR BEFORE FABRICATION OF STEEL. IF ANY DISCREPANCIES ARE FOUND, THE ARCHITECT/ENGINEER IS TO BE IMMEDIATELY NOTIFIED IN WRITING. H. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ORDERING MATERIAL. DISCREPANCIES BETWEEN FIELD MEASUREMENTS OF THE EXISTING CONDITIONS AND THE DIMENSIONS INDICATED ON THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. I. SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW, CONTRACT DOCUMENTS REPRODUCED FOR USE AS SHOP DRAWINGS WILL BE RETURNED UNREVIEWED AND UNSTAMPED. SHOP DRAWINGS WILL NOT BE REVIEWED UNLESS THEY ARE STAMPED "APPROVED" OR "APPROVED AS NOTED" BY THE GENERAL CONTRACTOR. J. CONTRACTOR SHALL COORDINATE METAL BUILDING DIMENSIONS TO VERIFY THAT ALL TENANT REQUIRED CLEARANCES ARE PROVIDED. A. BUILDING CODE®ROOFHT FLORIDA BUILDING CODE w/2012 A B. DESIGN LOADS 1. WIND: a. Vw b. RISKI IMPORTANCE FACTOR = 1.0 c. MEA20'-0" EXPe. END C. TRIBUTARY AREA. VALUES ARE UNFACTORED AND MAY BE USED IN LOAD COMBINATIONS IN ASCE 7 SECTIONS 2.3. AND 2.4. TRIBUTARY AREA REGION 4.1 - 9.5 + - 7 + - 9. + - 1 -64 - 0..6 6 -9 . +19A -64 +59.5 -64.5 +56.8 -61.8 +53.1 -58.2 +50. -55.6 +59.5 -79.6 +56.8 -74.2 +53.1 -67.1 +50. -61.8 LOA E APPLIED P IGURES 3 .4-1 OF ASCE 7-10. N -2A 1. FOUNDATION DESIGN IS BASED ON SUBSURFACE EXPLORATION REPORT PREPARED BY: KCI TECHNOLOGIES, INC PROJECT NO 12122813 DATED: NOVEMBER 19 2012 2. IF, AFTER EXCAVATION, THE CONDITION OF THE SOIL INDICATES A SAFE BEARING CAPACITY OF LESS THAN 1500 p.s.f. THE ENGINEER SHALL BE NOTIFIED AND THE FOOTINGS REVISED IF NECESSARY. 3. ALL GRADING AND FILLING SHALL BE DONE AS RECOMMENDED BY A GEOTECHNICAL ENGINEER. GENERAL CONTRACTOR SHALL ESTABLISH AND MAINTAIN SITE DRAINAGE TO DIRECT WATER AWAY FROM FOOTING EXCAVATIONS AND FILL PLACEMENT. 4. ALL FOOTINGS SHALL BE POURED ON FIRM, UNDISTURBED EARTH OR ENGINEERED CONTROLLED BACKFILL. BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 30 INCHES BELOW FINISH GRADE UNLESS OTHERWISE NOTED. III. CONCRETE: A. CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDA ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING! B. CEMENT TO BE PORTLAND TYPE 1 OR APPROVED EQUAL. C. MIX DESIGN SHALL BE DOCUMENTED IN ACCORD WITH SECTION 03300 PROJECT SPECS AND ACI 301, CHAPTER 3 "PROPORTIONING". MIX DE WHICH ARE SUBMITTED WITHOUT THE REQUIRED DOCUMENTATION WILL REJECTED. FIELD SLUMPS RECORDED AT JOB SITE SHALL NOT EXCEEI SLUMP ESTABLISHED FOR THE MIX DESIGN. D. CONCRETE SHALL HAVE AN ALLOWABLE COMPRESSIVE STRENGTH AS NOTED BELOW: INTERIOR SLABS ON GRADE F'c = 3,500 PSI FOUNDATIONS F'c = 3,500 PSI E. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR FOOTINGS 3" SLAB -ON -GRADE 3" F. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH UNLE NOTED. G. CONCRETE SHALL NOT BE POURED IN WATER OR ON FROZEN GROUNT SHALL BE PROTECTED FROM FROST DURING CONSTRUCTION. H. CONTRACTOR SHALL COORDINATE ALL CONTRACT DRAWINGS FOR THE LOCATION OF ANCHOR BOLTS, FLOOR DRAINS, INSERTS, ETC., BEFORE POURING CONCRETE. I. SLABS: 1. SLAB THICKNESS INDICATED ON DRAWINGS IS MINIMUM AND SHi MEASURED FROM LOW POINT ON FLOOR. CONTRACTOR SHALL ALL DRAWINGS TO ASSURE THAT ALL FLOORS HAVE PROPER SI DRAIN IN TOILETS, SHOWERS, ETC. 2. "C.J.", AS INDICATED ON SLAB, INDICATES 3/4" DEEP SAW CUT JOINT OR KEYED CONSTRUCTION JOINT IN SLAB -ON -GRADE. I WITHIN 12 HOURS AFTER CONCRETE PLACEMENT. 1)-:1dlr!IY11:i9�ILIxI�1� 1. ALL DETAILING, FABRICATION AND PLACEMENT OF REINFORCING � MIXING, HANDLING, PLACING, FINISHING AND CURING OF CONCR BE IN ACCORDANCE WITH ACI-315 AND ACI-318. 2. WIRE MESH REINFORCEMENT SHALL BE LOCATED IN SLAB BY USE OF HIGH CHAIR WELDING WASHERS OR CONTINUOUS BEAM BOLS 3. WELDED WIRE FABRIC AND WIRE SHALL BE LAPPED THE SPACING THE CROSS WIRES PLUS 2". K. CONCRETE MASONRY UNITS (CMU): 1. DOWEL ALL VERTICAL REINFORCEMENT FROM FOUNDATIONS. HO BARS PLUMB. PROVIDE A MINIMUM OF 1/2" GROUT BETWEEN FORCEMENT AND CMU. 2. HOLLOW CONCRETE BLOCK (MASONRY) UNITS SHALL CONFORM 1 C90, LIGHTWEIGHT, TYPE N1 WITH A MINIMUM COMPRESSIVE STI 1900 PSI ON THE NET AREA . SAMPLE AND TEST IN ACCORDAP ASTM C140 (f'm=1500 PSI) 3. ALL MORTAR FOR MASONRY SHALL CONFORM TO A.S.T.M. C270, OR S. USE TYPE N MORTAR FOR BRICK AND INTERIOR NON-L PARTITIONS. ALL GROUT FOR USE IN MASONRY SHALL CONFOF C476, 3000 PSI ® 28 DAYS. DETERMINE COMPRESSIVE STRENC IN ACCORDANCE WITH ASTM C1019. 4. HORIZONTAL JOINT REINFORCEMENT (HJR) IN MASONRY WALLS S CONTINUOUS TRUSS TYPE WITH No. 9 SIDE RODS AND CROSS - GALVANIZED COLD DRAWN MILD STEEL WIRE CONFORMING TO A. 5. MASONRY IS TO BE LAID IN RUNNING BOND UNLESS OTHERWISE ALL CORNERS AND INTERSECTING WALLS SHOULD INTERLOCK. 6. FOR HOT WEATHER CONSTRUCTION, IMPLEMENT THE FOLLOWING WHEN THE AMBIENT TEMP. EXCEEDS CONDITIONS BELOW: a 100'F OR b 90'F w/WIND VELOCITY GREATER THAN 8 mph a. DO NOT SPREAD MORTAR BEDS MORE THAN 4'-0" AHEAD b. SET MASONRY UNITS WITHIN ONE MIN. OF SPREADING MOR' ANCHOR BOLT EMBEDMENTS a SCHEDULE a DIAMETER GRADE "P" "E" "HK" L:V a 5/8"xl'-8" F1554 (36KSI) 4" 12" 4" 3/4"x1'-10" F1554 (36KSI) 4" 14" 4" 1 "x2'-O" F1554 (36KSI) 4" 15" 5" Z Ml om FOOTING SCHEDULE MARK F 1 F2 F3 F4 FOOTING 5'-0"x5'-O"xl8"Dp 6'-O"x6'-0"xl8"Dp 7'-6"x7'-6"x24"Dp 8'-6"x8'-6"x24"Dp REINFORCEMENT (6) 15's EACH WAY TOP & BOTTOM (7) #5's EACH WAY TOP & BOTTOM (8) #5's EACH WAY TOP & BOTTOM (9) 15's EACH WAY TOP & BOTTOM NOTES - - - - COLUMN SCHEDULE MARK Cl COLUMN METAL BUILDING COLUMN BASE PLATE - BOLTS - NOTES: SEE METAL BUILDING DRAWINGS STUD d f SCHEDULE I MEMBER mt = MATERIAL d = DEPTH f = FLANGE I = LIP SIZE THICKNESS 8" STUDS 80OS162-54 1 0.0713 7.921 1.625 0.500 TYR BOND BEAM - REINF W/2 #5 CONT - FILL VOID w/3000 PSI GROUT 5 0 0 It zj D 0 Of c� z 0 .t CMU - SEE PLAN H.J.R. 1 NOTE: ALL BARS TO DOWEL B" MIN INTO FTC w/STD HOOK - BAR TO PRO- JECT MIN 40 BAR 0 ABOVE FTG - ALL BARS TO RUN CONT INTO BOND BEAM. MASONRY WALL REINFORCEMENT DETAIL 32" TY RE 32" 00 N PREFABRICATED CORNERS & TEES THESS FLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIOP9S REOUIRL"D BY FIELD NSPEC7098 THAT E1,AY BE RECISSAIRY IN OAXPA TO CO -' ;PLY WITH ALL APPLICABLE CODES. LEGEND SECTION CUT NUMBER OR DETAIL LETTER DENOTES DRAWING DENOTES DRAWING WHERE SECTION OR WHERE SECTION OR DETAIL IS CUT. DETAIL IS SHOWN. DATE: 10.15.; JOB No.: LL-7AYUl CHECKED: 14C Larva L Cijvis,iart Ad)kect 3801 Kirby Drive, Suite 600 Houston, Texas 77098 tel: 710 664 7974 fax: 713 664 9766 REAL ESTATE DEVELOPMENT CON'. 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax a O ..a Z Z o -� W Z O O 0 • u W Z z� G� o2 M � =M �Qcco W Z� LLl� C ® �uT G REVISIONS PERMIT ISSUE: 10.15.: Al CITY COMMENTS 4.21.: NOTES & SCHEDULES SHEET NUMBER SECTION 03300 -CAST-IN4PLACE CONCRETE PART GENERAL 1.01 SCOPE A. This section covers formwork, rebars and all other materials, equipment and methods for mixing, placing, testing, finishing, curing, etc. all plain and reinforced, cast_in_place, normal weight concrete. B. All embedded Items required by other trades under the General Construction Contract shall be set under this section. C. Items not Included in the General Construction Contract shall be furnished and placed by the trade requiring these Items to be embedded in concrete, but the General Contractor shall cooperate with these trades in order that they are afforded an opportunity to make their installations before concrete is placed. 1.02 RELATED WORK A. Concrete Curing & Finishing _ Section 03305 1.03 REFERENCE STANDARDS FOR QUALITY ASSURANCE A. All work, testing and inspection shall be in accordance with the applicable sections, and references therein, of the Specifications and Standards of the following: 1. Locally Adopted Building Code 2. American Concrete Institute (ACI) 3. Concrete Reinforcing Steel Institute (CRSI) 4. American Society For Testing Materials (ASTM) 5. PS-1-U.S. Product Standard for Softwood Plywood. B. In conflicts between this specification, industry standards and/or local building codes, the more stringent requirements shall govern. 1.04 SUBMITTALS A. Shop drawings for all form work where appropriate and requested. B. Shop drawings for placing of all reinforcing steel. C. A trial mix prepared by an independent testing laboratory for each class of concrete and for each size and gradation of aggregate proposed for the project. The preliminary mix design submittals shall contain the applicable information all components of the mix. After mix is established and approved, substitutions shall not be made. (See Paragraph 3.07 _TESTING) PART II PRODUCTS 2.01 FORMWORK A. Forms for surfaces which will be exposed to view shall be plywood, steel or lined fortes meeting the architectural requirements of the project. Metal or fiberglass fortes shall be used for joist and waffle slabs. B. Form ties shall be designed by the Contractor. C. Form releasing agent shall be nonstaining "Forth Oil" as manufactured by Texaco, Sinclair or Nox_Crete Forth Coating. 2.02 REINFORCING STEEL A. Bars shall be deformed billet steel bars conforming to ASTM A 615. All bars should be grade 60. All bars shall be shop_fabricated and bent cold. Bars shall be free from defects and kinks and from bends not Indicated on the Drawings or approved bending diagrams. B. Mesh reinforcement shall be electrically welded, plain wire fabric conforming to ASTM A 185. Wire shall be cold -drawn mill steel conforming to ASTM A 82. C. Tie wire shall be of black annealed steel, 16_gage minimum. D. Metal accessories per CRSI. 2.03 CONCRETE A. Cement shall be an Amedcan brand approved by the engineer, conforming to ASTM C_150. Type 1, unless another type Is specified. For exposed surface one brand shall be used throughout. B. (NOTE: All concrete exposed to freezing and deicing agents shall have a minimum of 564 pounds (6 bags) of cement per cubic yard with a maximum water/cement ratio of ,5 Ibs/Ib and 5 percent entrained air.) C. Coarse aggregate shall be crushed stone or gravel having clean, hard durable uncoated particles sized within the limits of ASTM C_33, Table 2, Size No. 57. D. Fine aggregate shall be clean, hard, durable natural siliceous river sand with uncoated grains free from all organic material or other impurities meeting ASTM C- Manufactured sand shall not be used. E. Mixing water shall be clean, potable, free from oil, acids, salts, alkalies and injurious amounts of vegetable matter. F. ADMIXTURES: 1. All exterior concrete shall have an air -entraining agent (ASTM C_260) equal to Masterbuilders MBVR to produce a plastic mix with 6%+/ 1 % of entrained air. It shall be included in the trial design mixessubmitted to the Engineer for approval. 2. All interior concrete shall have an air -entraining agent (ASTM C_260) equal to Masterbuilders MBVR to produce a plastic mix with 2% _ 3% of entrained air. It shall be included in the trial design mixes submitted to the Engineer for approval. 3. No other admixture shall be used without the written permission of the Architect/Engineer. G. Curing materials per Section 03305. 2.04 JOINT FILLER A. Expansion joint filler shall be preformed resilient, non -extruding, non -bituminous, fiber type conforming to ASTM D_1751 or D_544. 2.05 WATER STOPS. A. Flexible polyvinyl, 3/8" X 6" ribbed type with center bulb. PART ill EXECUTION 3.01 FORMWORK A. Where applicable fortes shall be placed according to approved shop drawings. B. Erect forms to required dimensions and cross sections, free of surface defects, tied, shored and braced to movement and leakage of mortar. Any defective formwork and/or defective concrete shall be removed at Contractor's expense. C. Metal and/or fiberglass pans that are bent, badly rusted, cracked or otherwise damaged shall not be used and shall be removed from the site. D. Provide fortes for footings If soil or other conditions are such that earth trench fortes are unsuitable. Omission of forms shall be approved by the Arohiect/Engineer. E. Construct forms so they can be removed readily without hammering or prying against the concrete. F. Provide box -outs, bulkheads with keys, cleanouts, expansion joint strips, and other related items and features. G. Chamfer all exposed outside comers unless otherwise instructed. H. Tolerances shall be within the limitations set forth in ACI 347. 3.02 FORM COATING A. Immediate) before the I f reinforcing, faces f II forms in n concrete shall receive a thorough coating of the liquid forth acre o re i ce o a o s contact with the ce Y placing 9� 9 9 q releasing agent spedFled, applied in compliance with the manufacturers instructions. After oiling, any surplus oil on the forth surfaces shall be removed. 3.03 REMOVAL OF FORMS A. No forms shall be removed without the approval of the Architect/Engineer. In general and under normal conditions the Architect/Engineer will approve removal of forms as follows: 1. Concrete beams, slabs and other members which span between definite supports shall attain 70% of the specified 28_day strength before removal of the forms. Shores for cantilevered beams and slabs shall remain in place for at least an additional 21 days, 2. Pan forms may be removed after three days if pans are designed for early removal. Soffit boards shall not be disturbed and shall not be removed for a minimum of eight days. 3. Under ordinary weather conditions, wall fortes, column forms, side of beam forms and other vertical forms for concrete which do not span between definite supports may be removed after two days. 4. Forms for footings may be removed after 24 hours under ordinary weather conditions. 5. When ambient air temperature falls below 45 degrees F during the curing period form removal shall take place based on job cured test cylinder strength only. 6. After removing fortes, horizontal members shall be promptly re_shored at mid span until the 28_day strength of concrete is attained. No floor shall be loaded in excess of live load for which designed unless adequate shores are placed beneath members supporting the concentration of load. 7. Under no circumstances shall wood be buried in full or left in contact with earth. All II wood formwork shall be removed unless noted or specified a otherwise. B. Care shall be taken in the removal of the forms to avoid damage to concrete surfaces. Immediately after the forms am removed, all damaged or Imperfect work shall be patched, or, if the work is severely damaged or unacceptable, it shall be rebuilt. Remove all fins from exposed concrete surfaces immediately on removal of fortes. 9. Forms to be reused shall be thoroughly cleaned and repaired. Split, frayed, delaminated, or otherwise damaged forms shall not be used. 3.04 REINFORCING STEEL A. Shop fabricate from approved shop drawings. Bars shall not be heated for bending. Return all horizontal bars 2' 0" (or provide individual comer bars) at all comers and intersections in all concrete walls and footings. All bars marked continuous shall be lapped with a Class "B" tension splice, including at corners. Splices shall be located as shown in accordance with CRSI Standards. Provide diagonal corner bars at comers of all openings in slabs and walls. Use 2_#5 X 4'_0" each comer, each face. If embedment length is not available provide standard hook. General placement and bar coverage shall be in accordance with ACI 318. B. At job site store at least 12" above ground. Bars shall be free of foreign matter. A thin coating of orange rust resulting from short exposure will not be considered objectionable. C. Reinforcement which has been exposed for bonding with future work shall be protected from corrosion by heavy wrappings of burlap saturated with a bituminous material. D. Notify the Engineer at least 24 hours prior to scheduled pouring of concrete for inspection of reinforcing steel. No concrete shall be poured until reinforcement placement Is approved. Such approval shall not relieve the Contractor of his responsibility for correctness and compliance with the Contract Documents. 3.05 PRODUCTION OF CONCRETE A. Concrete shall be produced in an approved central mixing plant in accordance with ASTM C_94. B. Unless otherwise called for on the drawings, concrete shall develop a compressive strength at 28 days, when tested in accordance with the applicable sections of ASTM, as follows: 1. Interior floor slabs and footings _ 3500 psi 2. Columns, beams, walks, curbs and concrete exposed to the weather_ 4000 psi. 3.06 PLACING OF CONCRETE A. Concrete shall be placed in compliance with the applicable sections of the ACI. Special attention shall be given to the requirements for slump, testing, curing, tolerances and placing during severe weather. B. Forms shall be free of ice, water, hardened concrete, and debris and items to be embedded shall be in position. C. Subgrades shall be sprinkled sufficiently to eliminate water loss from concrete. Concrete shall not be placed on frozen ground. D. Concrete shall be transported by methods to avoid segregation. Do not use vibrators to transport concrete in forms. Concrete shall be placed rapidly and continuously and as close to Its final position as possible. If construction joints are required they shall be placed at a location causing the least effect on the stmcual integrity of the work. E. Concrete shall be consolidated by vibration, spading and rodding. Work concrete around reinforcement and embedded items. F. Provide a drainage system for all retaining walls that are a part of the structure. G. Coordinate all drawings for proper slope of floor to drains In toilets, showers and similar areas. 3.07 TESTING A. The verification and control of concrete mixes shall be the work of an independent testing laboratory. The selection of laboratory and cost of testing shall be paid for by the Owner unless other arrangements are made. B. LABORATORY SERVICES 1. Test aggregates, cement and water for specification compliance. During construction, the Engineer may require field inspection, sampling, and testing of cement, aggregates, etc. testing laboratory in order to determine if the requirements of this specification section are being satisfied. 2. Prepare trial mix for each class of concrete, make and break test cylinders. A minli-19M of two cylinders shall be tested at 7-days and 28_days. 3. Make slump test and air content test at job she for each sample tested for compressva strength. A. Test cylinders shall be made and tested as follows: One (1) set of five (5) cylinders shall be made for each fifty (50) cubic yards or friction thereof for each class of concrete in each days pour. Of each set of test cylinders, two (2) shall be broken at seven (7) days, two (2) shall be broken at 28_days, and one (1) held in reserve. Test cylinders will normally be Iaboratory_cured. However, the Engineer may require tests on field cured specimens to check the adequacy of curing operations. B. Reports on all tests conducted by the laboratory shall be rendered promptly and distributed as follows: Architect One _ (1) copy Contractor Two _ (2) copies Structural Engineer One _ (1) copy Report of control cylinders for job placed concrete shall contain the following: 1. Time of betching 2. Time of sampling 3. Concrete and air temperatures 4. Slump 5. Other information furnished by the General Contractor E. CONTRACTORS FUNCTION 1. Contractor shall advise testing agency in advance of operations to allow for assignment of testing personnel and shall provide reasonable labor and assistance in obtaining, handling and storing test samples at the site. 2. Contractor shall observe procedures of laboratory personnel molding and handling test specimens and if he observes any irregularities of procedures, he shall report them In writing to the Architect within 48_hours. 3. Contractor shall keep a daily log recording quantities of each class of concrete used, the area location of each quantity of concrete relating to its controlling cylinder and the slump of this concrete, and general weather conditions. The contractor shall furnish this information to the laboratory for inclusion in the test report. The Contractor shall obtain delivery tickets showing the class and strength of conchae, the size of coarse aggregate and the slump order. The Contractor shall identify these tickets relative to the area of placement of the concrete and shall retain them on file. He shall produce the tickets should the Architect/Engineer so request. 3.08 PRECAUTIONS A. Styrofoam shall not be used as joint filler. B. Manufactured sand shall not be used for fine aggregate. C. Severe weather concreting shall be in accordance with ACI_305 and ACI_306. D. Retempered concrete shall not be used. E. Defective Work _ No materials or concrete which fail to conform to the requirements of this specification section shall be incorporated into the work. F. Water stops shall be continuous. Do not use lap joints. G. The placing of dowels after concrete is poured is prohibited. Bars partially embedded in concrete shall not be field -bent. H. Calcium chloride shall not be used. 3.09 CLEAN4IP A. After completion of work, remove from the site all excess materials and debris. END OF SECTION 03300 SECTION 03305 - CONCRETE CURING AND FINISHES PART GENERAL 1.01 SCOPE A. Provide all materials, equipment, incidentals and labor for patching, finishing, curing and protecting from flowing water and mechanical injury the concrete specified. 1.02 RELATED WORK A. Cast -in -Place Concrete _ Section 03300 1.03 REFERENCED STANDARDS FOR QUALITY ASSURANCE A. All work shall be in accordance with the applicable sections and references therein, of the Specifications and Standards of the following: 1. American Concrete Institute (ACI) 2. American Society For Testing Materials (ASTM) B. In conflicts between this specification, industry standards and/or local building codes, the more stringent requirements shall govern. 1.04 SUBMITTALS A. Product data on curing compounds. PART II PRODUCTS 2.01 WATER CURING A. Heavy burlap weighing at least 10 ounces per square yard. B. Clean river sand, ASTM C_33. C. Sawdust 2.02 MEMBRANE CURING A. Waterproof sheet material conforming to ASTM C_171, Standard Specification for Sheet Materials for Curing Concrete. 2.03 LIQUID CURING 1. "Kure_N_Seal" Sonnebom 2. "Clear Bond" Guardian Chemical 3. "Clear Seal" (A.C. Hom) Grace Construction 4. "Encocum" or Kurez E_100" Euclid Chemical Co. 5. "Clear Seal" Lambert Corporation 6. "Chem -Seal" Hillyard Chemical Co. 7. "Masterseal" Master Builders .PART III EXECUTION 3.01 PATCHING OF CONCRETE A. ImmediatelyI inspected for defective wo which is poorlyformed out of alignment or level after removing fortes all surfaces shall bed rk. An concrete ch 9 9Y or shows a defective service, shall at the election of the Engineer, be removed from the job by the Contractor at the Contractor's expense. The engineer may grant permission to patch or repair defective work; but such permission shall not be considered a waiver of the Engineers right to require complete removal of the defective work, if in the Engineers opinion, the patching or repairs do not satisfactorily restore the quality and appearance of the items in question. B. Where permitted by the Engineer, all honeycombs, voids, stone pockets, tie holes and other defective areas shall be patched as soon as practicable. Patching shall be done in accordance with the following procedure. 1. Defective areas shall be chipped away to a depth of at least V with the edges out perpendicular to the surface. 2. The area to be patched and space at least 6" wide entirely surrounding it shall be wetted to prevent absorption of water from the patching mortar. 3. A grout of equal parts of Portland Cement and sand, with sufficient water to produce a brushing consistency, shall be well brushed into the surface followed immediately by the patching mortar. 4. The patch shall be made of the same materials and of approximately the same proportion as used for the concrete except that the coarse aggregate shall be omitted. The mortar shall not be richer than 1 part cement to 3 parts sand. The proportions of white and gray cements shall be determined by making a trial patch. The amount of mixing water used shall be the minimum consistent with the requirements of handling and placing. The mortar shall be retempered without the addition of water by allowing it to stand for one hour, during which time it shall be mixed with a trowel to prevent setting. 5. The mortar shall be thoroughly compacted Into place and screened off so as to leave the patch slightly higher than the surrounding surface. The patch shall then be left undisturbed for one to two hours to permit initial shrinkage before being finally finished. 6. The patched areas shall be finished to match the adjoining surface. On exposed surfaces, where unlined forms have been used, the final finish shall be obtained by striking off the surface with a straight edge spanning the patch and held parallel to the form marks. 7. Curing of the patched areas shall be in accordance with theses specifications. P 8. Contractors Option: In lieu of mixing grout for patching, the Contractor may provide a PVC bonding agent recommended by the manufacturer for the use intended. Approved products and manufacturers: a. "Dare Weld C" by W.R. Grace b. "Weldcrete" by E.A. Larson c. "Vinyl Hesive" by Nox_Crete 3.02 CONCRETE FLOORS (All floors, and slabs on grade) A. The surface of all concrete shall be worked with a wood float or by machine In a manner which will compact the concrete and produce a surface free of depressions or inequalities of any kind. Test for grade (or level) and correct as necessary by removing excess or adding and compacting additional concrete. After the concrete has hardened sufficiently to prevent fine material from working to the top (when the sheen or shiny film of water on the surface has disappeared), the surface shall be finished in accordance with the applicable following paragraphs, but excessive working shall be avoided. Final finishing shall not be started until all surface water has disappeared. The drying of the surface moisture must proceed naturally and must not be hastened by sacking or dusting_on of dry sand and/or cement. B. At the end of the job, or just prior to application of permanent floor coverings, slabs shall be thoroughly cleaned and left In suitable condition for installation of permanent covering. C. For polished concrete, finish concrete surfaces as required for the polishing system, Including any hardeners. D. Tolerances 1. See structural notes for tolerances. D. Monolithic finish for Slabs All interior Floor slabs shall have a steel trowel finish (except for floor slabs to receive ceramic tile). The steel troweling shall produce a smooth finished surface free of pin holes and other imperfections. E. Depressed slabs shall have a rough screed finish at levels indicated on the drawings. F. Broom finish shall be used for all interior stairs unless shown otherwise. Slabs and landings shall be troweled to a smooth, even surface and receive a light broom finish. 3.03 FINISHES ON FORMED CONCRETE SURFACES A. Common finish shall be confined to concrete surfaces which will be covered by other construction and which will not be visible. This finish shall be produced by filling smoothly all tie holes, honeycomb and other depressions, knocking off and evening_up burrs and form marks. 3.04 CURING AND SEALING COMPOUND APPLICATION A. Curing and sealing compounds/methods are to be compliant with the architectural finish of the concrete. B. Curing and sealing compound shall be applied as soon as the concrete has set sufficiently so as not to be marred by the application. Preparation of surfaces, quantities used, application procedures, and Installation precautions shall be followed In strict compliance with the manufacturers stated recommendations and directions as set forth on the package. C. Final curing shall continue for 7-days minimum. END OF SECTION 03305 THESE rL NS AND A L P90D ARE S.UBJ9CT TO ANY WAFA'(' uw REQUIRM 9YPIRLD INSPICIMS THAT W \i rail Z.l •. .:i ....r .......wG ..'.w.., tii.'4�e DATE: JOB No.: DRAWN: CHECKED: 10.15.2014 1405-96 TDC BA lxy�LCWs6anAU Av4W 3801 Kirby Drive, Suite 600 Houston, Texas 77098 tel: 713 664 7074 If= 713 664 9756 FWALESTATIF DEVELOPMENT C011111ISTRUCTI 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax LL Z u UJ Z Z 0 r- cc LL 11 1;0 • • REVISIONS PERMIT ISSUE: SPECS Li 0 IL w D I 10.15.2014 SHEET NUMBER SmO.2