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HomeMy WebLinkAbout1201 WP Ball Blvd (a)A3 ANCHOR BOLT.: FACP FIRE ALARM CONTROL PANEL - MAN MANUAL SD STORMDRAIN . WEB DEPTH SHAPE FLANGE AC ` ANTERNATfNG CURRENT, ACOUSTICAL... FAF FORCED AIR FURNACE MATL MATERIAL SENS SENSIBLE _ . CONCRETE BOARD INSULATION , _ CONDITIONER FCWFILTERED -_ COLD WATER -. -MATY MASTER R ANTENNA TV SERV, SERVICE - a o ELEVATION, ELEVATOR EXPANSION MATERIAL STUD ACG ACCESSIBLE _ FD FLOOR DRAIN MAX :MAXIMUM SF ,SUPPLY SGUARE F00 SUPPLY FAN , FOOTAGE TRACK 200 2" ACT -- ACOUSTICAL ._TILE FDN _ FOUNDATION MBH 1000`BTUH PER HOUR - SHT SHEET 3" 30 MIL " AD AREA DRAIN FFE FINISHED FLOOR ELEVATION MCB MAIN. CIRCUIT BREAKER - SIM SIMILAR 33 MIL 0.0329' CONCRETE - EIFS INSULATIONN ADDL ADDITIONAL FG FULL" GLASS '-MDS MAIN DISTRIBUTION SWITCHBOARD SL NT SEALANT EPOS MASONRY 6 - AFF ABOVE FINISHED FLOOR FIN FINISH, .FINISHED _ MASE MERCHANDISE SLR :SEALER o NOTES- EQUAL UNIT (CMU) - AGG' AGGREGATE FIXT FIXTURE MECH MECHANICAL- SND SANITARY NAPKIN DISPENSER 3. - - ADJ ADJACENT, ADJUSTABLE FL _ FLOOR MEMB MEMBRANE SNR. SANITARY NAPKIN RECEPTOR EW EACH WAY QUARRY ARRY TILE ALT ALTERNATE FLA FULL'LOAD.AMPS MET METAL -SP STATIC .PRESSURE, SPARE _ CERAMIC TILE, ALUM ALUMINUM FLEX FLEXIBLE MFD MANUFACTURED SPA SPACE, SPACING, SPACED BRICK CEILING TILE ANT ANTENNA FLG FLANGE MFR MANUFACTURER SPEC P SPECIFICATION, SPECIFICATIONS - APPROXIMATELY F OR` FLOR FLORESCENT MG MT MANAGEMENT SPK SPEAKER ER IIIIIIIIlIIII CARPET ARCH ARCHITECTURAL -SQ FPI FINS PER INCH MGR MANAGER SQUARE -MH ATM AUTOMATIC TELLER MACHINE FR' FRAME MAN HOLE SS TART SANITARY SEWER, START .ATS' AUTOMATIC. TRANSFER SWITCH FS FAR SIDE, FOOD SERVICE MIN MINIMUM MINUTE , SST STAINLESS STEEL _ - GYPSUM CORE AUTO.. AUTOMATIC FT - FOOT MISC S "MISCELLANEOUS - STQ STANDARD WOOD FINISH AWG AMERICAN WIRE GAUGE ATG FOOTING MM MILLIMETER STIFF STIFFENER OAR D FTS L TRANSITION FLOOR RAN (TION STRIP MO MASONRY OPENING STL :STEEL FURN FURNISHED MO T MOTOR MOTORIZED - , - STOR RAGE STORAGE - STEEL- PLYWOOD B FU T FUTURE M R MOISTURE, MOLD RESISTANT S TR STARTER B/ - - 0 M 1 BOTTOM 0 FVNR FULL VOLTAGE NON REVERSING -.MSS TART WITCH MANUAL MOTOR STARTER S STRUC STRUCTURE , STRUCTURAL - RST R�TTFRY _ ^, _ .-... - _ . •. _ _. - rvIDcl Ing Rn n Qn - - - C OL_COLUMN HTR HEATER PLM M PLASTIC LAMINATE - V VENT T PIPING COMM COMMUNICATION HV HIGH VOLTAGE PLYWD PLYWOOD VA VOLT AMPERE E FIRE EXTINGUISHER -:TYPE 2 -- - -- -- -- --__ __ COMP 'COMPACTOR HVAC _ -HEATIN /V NTILA TING / PN PANEL NAILING VAC .VOLTS ALTERNATING CURRENT REGULARGULAR DRY CHEMICAL - - EER ENERGY EFFICIENCY RATIO L I ti LIGH1 ING - RWC RAIN. WATER CONDUCTOR DESIGNATOR SYS.TEM MATRIX FOR EF EXHAUST FAN LV LOW VOLTAGE T COLD-FORMEDMETAL FRAMING WEB DEPTH SHAPE FLANGE MIN. METAL GAUGE CONFIGURATION G ROOM EXPANSION [1201 ARCHITECTURAL NOTES EIFS WIDTH THICKNESS REFER - 162 1-5/8" ELEVATION _ NUMBER 100 1° ELECTRIC,ELEGTRICAt ' CmDOOR 250 2-1/2" ELEVATION, ELEVATOR S STUD 1253 _ 1-1/4" 18 MIL 0.0179' 25 350 3-1/2' T TRACK 200 2" 27 MIL 0.0269" 22 362 3-5/8" U CHANNEL 300 3" 30 MIL 0.0312' 20 DW' 400 4' F FURRING 250 2-1/2" 33 MIL 0.0329' 20 STR2 550 5-1/2" ENG ENGINEER 2 WINDOW TYPE EPOS 600 6 EPS EXTERIOR PAINT SYSTEM OPENINGS IN ROOF /WALL /FLOOR o NOTES- EQUAL 1. - - 20 -GAUGE, LOAD BEARING .DRYWALL STUD SPECIFIED UNDER SEC TION 09 2116. EQUIP 2. 20 -GAUGE, LOAD BEARING STUD SPECIFIED UNDER SECTION 05 4000. 3. INDUSTRY STANDARD FLANGE WIDTH, (125), FOR BOTH STUDS AND TRACK. - C OL_COLUMN HTR HEATER PLM M PLASTIC LAMINATE - V VENT T PIPING COMM COMMUNICATION HV HIGH VOLTAGE PLYWD PLYWOOD VA VOLT AMPERE E FIRE EXTINGUISHER -:TYPE 2 -- - -- -- -- --__ __ COMP 'COMPACTOR HVAC _ -HEATIN /V NTILA TING / PN PANEL NAILING VAC .VOLTS ALTERNATING CURRENT REGULARGULAR DRY CHEMICAL - - EER ENERGY EFFICIENCY RATIO L I ti LIGH1 ING - RWC RAIN. WATER CONDUCTOR 02-22-2012 ET EF EXHAUST FAN LV LOW VOLTAGE GENERAL F O RD, FL DRAWN BY TH EFS EXTERIOR FINISH SYSTEM LVR LOUVER CONFIGURATION G ROOM EXPANSION [1201 ARCHITECTURAL NOTES EIFS AT EXTERIOR INSUL N FINISH SYSTEM 0 - EL ELEVATION _ NUMBER ELEC ELECTRIC,ELEGTRICAt ' CmDOOR ,,. EXISTING DOOR TO BE DEMOLISHED ELEV ELEVATION, ELEVATOR ADP PROJECT # 11100 EMBED EMBEDMENT,EMBEDDED EMERG EMERGENCY =P3 PARTITION TYPE EXISTING WALL/PARTITION TO BE DEMOLISHED EMPL EMPLOYEE EMS ENERGY MANAGEMENT SYSTEM EN EDGE NAILING ENCL ENCLOSE,ENCLOSURE ENG ENGINEER 2 WINDOW TYPE EPOS ELECTRONIC POINT OF SALE EPS EXTERIOR PAINT SYSTEM OPENINGS IN ROOF /WALL /FLOOR EQ EQUAL EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE AREA OF WORK EW EACH WAY EWC ELECTRIC WATER COOLER I EWH ELECTRIC WALL HEATER EXH EXHAUST EXP EXPANSION, EXPANDED, EXPOSED EXT EXTERIOR DATE ISSUED 02-22-2012 ISSUES AND REVISIONS 02-22-2012 ET PERMITiCONSTRUCTtON SO4 GENERAL F O RD, FL DRAWN BY TH Vo6A CONFIGURATION G ROOM EXPANSION [1201 ARCHITECTURAL NOTES BALL `BLVDRRRD, FL 32771 CHECKED BY DW, KR ADP PROJECT # 11100 \\Ls-wtgla4d\DATA\Projects\2011\11100-11966 Sanford FL— Conf\4 Cd Active CAD\1966a0.3.dgn 28—FEB-2012 15:25 - G393 STORE TITLE ET T1966 SO4 GENERAL F O RD, FL Vo6A CONFIGURATION G ROOM EXPANSION [1201 ARCHITECTURAL NOTES BALL `BLVDRRRD, FL 32771 n 4 ,b elf,_ EXITING AT AREA O F REMODEL MAXIMUM EXIT ACCESS TRAVEL DISTANCE: SF/OCC SQ. FT. M OCCUPANCY - 250 FT. - ALLOWED - - - - - - - - - - - - - - - - - - - � I EXITING PATH S-1 OCCUPANCY - 400 FT. _ ALLOWED 799 B OCCUPANCY - 300 FT. - ALLOWED - 82'-10" - ACTUAL AT OFFICE RM# 182D - TRAINING ROOM EXPANSION - 114'-8" - ACTUAL AT TRAINING RM# 182E - TARGET STORE "M" OCCUPANCY - AUTOMATIC FIRE SPRINKLE SYSTEM ADP PROJECT # 11100 - -FIRE ALARM SYSTEM MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCEa CHITECT: 1220 ONE FINANCIAL PLAZA DA ON 120 south sixth Street ARCMTECT MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Y:\Projects\2011\11100-T1966 Sanford FL- Conf\4_Cd Active CAD\1966a021.dgn EXIT WIDTH ANALYSIS - AREA OR REMODEL DESCRIPTION ROOM NOS. SF/OCC SQ. FT. OCC OFFICES 182A, 1826, 182C, 182D, 182F 100 1,407 15 CONFERENCE 182E 15 799 54 TOTAL PROVIDED 65.62 436 TOTAL 10.35 .15 2,206 69 WIDTH USED TO WIDTH USED TO DETERMINE 2%6' DETERMINE CAPACITY 23/16' 2g/6" CAPACITY5/- UNLIMITED AREA _ DOOR WIDTH DOOR WIDTH - NON SEPARATED USES EGRESS THROUGH INTERVENING SPACES, THROUGH STOCK M OCCUPANCY - 100 FT. - ALLOWED ROOM PER FBC SECTION 1014.2 SEE REFLECTED CEILING PLAN AND ELECTRICAL LIGHTING S-1 OCCUPANCY - 100 FT. -ALLOWED PLAN FOR EXIT SIGNS. B OCCUPANCY - 100 FT. - ALLOWED _ 83'-9" ACTUAL AT OFFICE RM# 182D - 39,-6" - ACTUAL AT TRAINING RM# 182E EXIT KEY - AREA OF REMODEL EXIT NUMBER WIDTH IN/OCC CAP. OF OCC. 182E.1 32.81" .15 218 182F 32.81" .15 218 TOTAL PROVIDED 65.62 436 TOTAL REQUIRED 10.35 .15 69 DATE ISSUED 02-22-2012 ISSUES AND REVISIONS 02-22-2012 PERMIT/CONSTRUCTION DRAWN $Y TH CHECKED BY DW, KR ADP PROJECT # 11100 28—FEB-2012 15:25 2 EXIT WIDTH @ DOORS z A021 REF: VA021 V4" =1'-0" Q rn STORE TITLE T1966 G393 TARGET T1966 SO4 SANFORD FL V06A EXIT DIAGRAM TRAINING ROOM EXPANSION coNFlGulwTioN & KEY PLAN 1201 WP BALL BLVD - RR SANFORD, FL 32771 ROOF PLAN GENERAL NOTES A. VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS & EQUIPMENT W/ MECH & ELEC B. NOT USED C. NOT USED D. NOT USED E. NOT USED F. NOT USED G. NOT USED H. NOT USED I. NOT USED J. NOT USED K. NOT USED L. NOT USED M. NOT USED N. NOT USED P. ROOFING CONTRACTOR SHALL BE APPROVED BY BUILDING OWNER Q. FURNISH AND INSTALL MODIFICATIONS TO EXISTING . ROOF REQUIRED TO PROVIDE WEATHER AND WATERTIGHT ROOF R. DO NOT VOID OWNER'S ROOF WARRANTY RCHITECT: 1220 ONE FINANCIAL PLAZA DA ON 120 South Sixth Street AxCHrrECF MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 \\Ls—wtgla4d\DATA\Projects\2011\11100-71966 Sanford FL— Conf\4 Cd Active CAD\1966al45.dgn 28—FEB-2012 15:25 6 6 — G393 3 ISSUES AND REVISIONS 02-22-2012 TARGET PERMIT/CONSTRUCTION SO4 PARTIAL ROOF PLAN SANFORD, FL V06A CONFIGURATION TRAINING ROOM EXPANSION & DETAILS 1201 WP BALL BLVD RR SANFORD, FL 32771 [NB 1100 28—FEB-2012 15:25 6 6 — G393 3 STORE TITLE TARGET 71966 SO4 PARTIAL ROOF PLAN SANFORD, FL V06A CONFIGURATION TRAINING ROOM EXPANSION & DETAILS 1201 WP BALL BLVD RR SANFORD, FL 32771 SHEET A145 LIMITS OF GENERAL E ERAL DEMOLITION CONSTRUCTION NOTES ISSUES AND REVISIONS A. CUT AND REMOVE MATERIALS AS INDICATED AND AS MAY BE NECESSARY TO M. NOT USED ' FLOOR & REFLECTED RESTORE SURFACES TO "LIKE NEW" CONDITIONS WITHOUT AWKWARD TRANSISTIONS DRAWN BY TH corairuw,noN OR PATCHED -IN APPEARANCE. N. DEMOLITION WORK IS ,TYPICALLY SHOWN AS SHOWN IN THE SYMBOLS. B. EXECUTE ALL DEMOLITION WORK IN AN ORDERLY AND CAREFUL MANNER WITH 0. CONTRACTOR TO FIELD VERIFY THE EXTENT OF ALL DEMOLITION WORK REQUIRED, UTMOST CARE FOR THE EXISTING BUILING, INCLUDING ANY PARTS OF THE AS ALL REQUIRED DEMOLITION WORK MAY NOT BE SHOWN ON THE DRAWINGS, SURROUNDING AREAS WHICH ARE TO REMAIN. COORDINATE WITH THE OWNERS SITE REPRESENTITIVE. C. ` PROTECT EXISTING BUILDING AND ADJACENT SURFACES, FEATURES, AND PROPERTY. P. REVIEW EW .REMOVAL - OF INTERIOR SIGNAGE WITH OWNERS SITE ` REPRESENTITIVE PRIOR REMOVE DEBRIS FROM SITE DAILY. INTERFERENCE WITH THE USE OF OTHER TO THE REMOVAL, DISMANTALING AND REMODELING OF ANY EXISTING SIGNAGE. ADP PROJECT # 1111 n �IE00 EXISTING FACILITIESH S ALL BE KEPT TO A MINIMUM. D. ALL UNSALVAGEDABLE MATERIALS SHALL BE REMOVED IN A MANNER THAT WILL Q. REVIEW SEQUENCING QUE CING AND SCHEDULING OF WORK WITH OWNERS SITE REPRESENTITIVE PRIOR TO MOBILIZING WORK FORCE. - AVOID DAMAGE TO MATERIALS OR EQUIPMENT TO REMAIN AND SHALL BE COMPLETELY REMOVED AND LEGALLY ,DISPOSED OF AWAY FROM THE SITE. R. MAINTAIN USE OF ALL REQUIRED EQU RED EXITS DURING .THIS CONSTRUCTION PROCESS. E. PROVIDE TEMPORARY BRACING,H SHORING, AND SUPPORT DURING DEMOLITION CUTTING S. REFER TO ROOF PLAN AND MECHANICAL AND ELECTRICAL DRAWINGS FOR FURTHER REMODELING, AND RELATED NEW CONSTRUCTION AS NECESSARY FOR THE DEMOLITION NOTES AND WORK. EXECUTION OF THE WORK AND THE PROTECTION OF PERSONS AND PROPERTY. PROTECT OPENINGS IN ROOF TO PREVENT DAMAGE FROM WATER AND THE T. NOT USED. ELEMENTS. _ F. PROVIDE PROTECTIVE COVERINGS AND ENCLOSURES NECESSARY -TO PREVENT U. PRIOR TO ANY INDICATED ROOF OR CEILING DEMOLITION, REFER TO MECHANICAL AND ELECTRIAL DRAWINGS AND COORDINATE REMOVAL, REUSE AND MODIFICATION OF ALL DAMAGE TO EXISTING SPACES AND MATERIALS TO REMAIN. DIFUSERS, GRILLS SPRINKLER SYSTEM LIGHT FIXTURES, .ALARM DEVICES OR OTHER G. PROVIDE DUST -PROOF TEMPORARY ENCLOSURES SEPARATING AREAS UNDER LOW VOLTAGE DEVICES. REFER ALSO ATO OWNER'S FIRE ALARM AND SECURITY SYSTEMS REPRESENTATIVE PRIOR TO COMMENCING DEMOLITION WORK. DEMOLITION AND REMODELING FROM THE REMAINDER OF THE BUILDING. PROVIDE TEMPORARY HINGED DOORS IN TEMP. ENCLOSURES WHERE NECESSARY. V. NOT USED. H. PATCH EXISTING CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACE OR W. REFER TO PROJECT MANUAL FOR ALTERATION .PROJECT PROCEDURES, MATERIAL AS REQUIRED IN ALL DAMAGED AREAS DISTURBED BY CONSTRUCTION. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS, MINOR DEMOLITION FOR EXAMINE EXISTING SURFACES TO BE PATCHED BEFORE PROCEEDING WITH THE WORK. REMODELING, AND FOR ADDITIONAL CONSTRUCTION CONTRACT AND CONSTRUCTION REPORT ALL CONDITIONS WHERE EXISTING COLORS, MATERIALS AND FINISHES REQUIREMENTS. CANNOT BE MATCHED, TO THE ARCHITECT. X. REFER TO CONSTRUCTION PLANS AND DETAILS TO DETERMINE EXTENT OF J. EXISTING CONSTRUCTION THAT HAS BEEN DAMAGED AS A RESULT OF THE WORK, DEMOLITION. SHALL BE REPAIRED TO THE EXTENT REQUIRED TO MATCH ADJACENT EXISTING UNDAMAGED CONSTRUCTION. AA. SEE MECH & ELECT FOR ADDITIONAL DEMOLITION. K. WEIGHT OF CONTRACTORS EQUIPMENT SHALLX NOT EXCEED THE DESIGNED .LIVE BB. SEE :SECT -ION 01 1100 SUMMARY OF WORK LOAD OF THE EXISTING. - - CONC SLAB - VERIFY ACTUAL L.L. CC. SEE SECTION 01 3516 ALTERATION PROJET PROCEDURES. - ROOF - VERIFY ACTUAL L.L. DD. SEE SECTION 02 4110 SELECTIVE DEMOLITION. L. VERIFY/COORDINATE WITH FIXTURE PLAN AND OWNERS REPRESENTITIVE FOR RELOCATION AND/OR RE -USE OF EXISTING AND NEW STORE FURNITURE, FIXTURES EE. NOT USED. AND EQUIPMENT. 0 13 LIMITS F 14 - CONSTRUCTION UC ON _ I 1 �------------ — ------ — — — — — -------- --- -- - - ------ --- ----- ----- — --- I� All 1 _ 1 I I F11 D56 F10 D54 O : 1 ---------------------- a -----------"---------------------------------'--------------- ----------------------------------------------------------------------------------' I ,1 F ,I ,I -F 183 F10 D54 D56 F11 ------------------------ ______________________________ „ A +I 1 143 i F10 D54 D56 F11 __________.__________________________________________________________________________._____ ________________ --------------- ---------------- __-------------------- -:-T--7: -' ______________ _______ -.T" - T -�-- - _ - r } r I I I II r r } , I C3--------------- ^0 I r r I r- _ v I I , rI , rI, II 0 2' 4' 8' 12' RCHITECT: 1220 ONE FINANCIAL PLAZA DA wl ON 120 South Sixth Street axCxirEC•r MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 02-22-2012 Y:\Projects\2011\11100—T1966 Sanford FL- Conf\4_Cd Active CAD\1966ad331.dgn DATE ISSUED 02-22-2012 ISSUES AND REVISIONS 02 22-2012 TARGET SANFORD, FL PERMIT/CONSTRUCTION so4 FLOOR & REFLECTED TRAINING ROOM EXPANSION DRAWN BY TH corairuw,noN ,20, WP BALL BLVD RR OFFICE AREA SANFORD, FL 32771 CHECKED BY DW, KR ADP PROJECT # 1111 n �IE00 28—FEB-2012 15:25 3J 0 2' 4' 8' 12' 1/4"' =1'-0" x,966 —X393 �°"E -n966 ENLARGED DEMOLITION TARGET SANFORD, FL so4 FLOOR & REFLECTED TRAINING ROOM EXPANSION CEILING PLANS - corairuw,noN ,20, WP BALL BLVD RR OFFICE AREA SANFORD, FL 32771 GENERAL DEMOLITION CONSTRUCTION NOTES ISSUES AND REVISIONS _ A. CUT AND REMOVE MATERIALS AS INDICATED AND AS MAY BE NECESSARY TO M. NOT USED FLOOR & REFLECTED RESTORE SURFACES TO 'LIKE .NEW' CONDITIONS WITHOUT AWKWARD TRANSISTIONS F OR PATCHED -IN APPEARANCE. N. DEMOLITION WORK IS TYPICALLY SHOWN AS SHOWN IN THE SYMBOLS. B. EXECUTE ALL DEMOLITION WORK IN AN ORDERLY AND CAREFUL MANNER WITH 0. CONTRACTOR TO FIELD VERIFY THE EXTENT OF ALL DEMOLITION WORK REQUIRED, STOCK AREA UTMOST CARE FOR THE EXISTING BULLING, INCLUDING ANY PARTS OF THE AS ALL REQUIRED DEMOLITION WORK MAY NOT BE SHOWN ON THE DRAWINGS, SURROUNDING AREAS WHICH ARE TO REMAIN. COORDINATE WITH THE OWNERS SITE REPRESENTITIVE. C. PROTECT EXISTING BUILDING AND ADJACENT SURFACES, FEATURES, AND PROPERTY. P. REVIEW REMOVAL OF INTERIOR SIGNAGE WITH OWNERS SITE REPRESENTITIVE PRIOR REMOVE DEBRIS FROM SITE DAILY. INTERFERENCE WITH THE USE OF OTHER TO THE REMOVAL, DISMANTALING AND REMODELING OF ANY EXISTING SIGNAGE. 11100 EXISTING FACILITIES SHALL BE KEPT TO A MINIMUM. Q. REVIEW SEQUENCING AND SCHEDULING OF WORK WITH OWNERS SITE REPRESENTITIVE D. ALL UNSALVAGEDABLE MATERIALS SHALL BE REMOVED IN A MANNER THAT WILL PRIOR TO MOBILIZING WORK FORCE. AVOID DAMAGE TO MATERIALS OR EQUIPMENT TO REMAIN AND SHALL BE COMPLETELY REMOVED AND LEGALLY DISPOSED OF AWAY FROM THE SITE. R. MAINTAIN USE OF ALL REQUIRED EXITS DURING THIS CONSTRUCTION PROCESS. E. PROVIDE TEMPORARY BRACING, SHORING, AND SUPPORT DURING DEMOLITION, CUTTING, S. REFER TO ROOF PLAN AND MECHANICAL AND ELECTRICAL DRAWINGS FOR FURTHER - REMODELING, AND RELATED NEW CONSTRUCTION AS NECESSARY FOR THE DEMOLITION NOTES AND WORK. EXECUTION OF THE WORK AND THE PROTECTION OF PERSONS AND PROPERTY. PROTECT OPENINGS IN ROOF TO PREVENT DAMAGE FROM WATER AND THE. T. NOT USED. ELEMENTS. U. PRIOR TO ANY INDICATED ROOF OR CEILING DEMOLITION, REFER TO MECHANICAL AND F. PROVIDE PROTECTIVE COVERINGS AND ENCLOSURES NECESSARY TO PREVENT ELECTRIAL DRAWINGS AND COORDINATE REMOVAL, REUSE AND MODIFICATION OF ALL DAMAGE TO EXISTING SPACES AND MATERIALS TO REMAIN. DIFUSERS, GRILLS, SPRINKLER SYSTEM, LIGHT FIXTURES, ALARM DEVICES OR OTHER LOW VOLTAGE DEVICES. REFER ALSO TO OWNER'S FIRE ALARM AND SECURITY G. PROVIDE DUST -PROOF TEMPORARY ENCLOSURES SEPARATING AREAS UNDER SYSTEMS REPRESENTATIVE PRIOR TO COMMENCING DEMOLITION WORK. DEMOLITION AND REMODELING FROM THE REMAINDER OF THE BUILDING. PROVIDE TEMPORARY HINGED DOORS IN TEMP. ENCLOSURES WHERE NECESSARY. V. NOT USED. H. PATCH EXISTING CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACE OR W. REFER TO PROJECT 'MANUAL FOR ALTERATION PROJECT PROCEDURES, MATERIAL AS REQUIRED IN ALL DAMAGED AREAS DISTURBED BY CONSTRUCTION. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS, MINOR DEMOLITION FOR EXAMINE EXISTING SURFACES TO BE PATCHED BEFORE PROCEEDING WITH THE WORK. REMODELING, AND FOR ADDITIONAL CONSTRUCTION CONTRACT AND CONSTRUCTION REPORT ALL CONDITIONS WHERE EXISTING COLORS, MATERIALS AND FINISHES REQUIREMENTS. CANNOT BE MATCHED, TO THE ARCHITECT. X. REFER TO CONSTRUCTION PLANS AND DETAILS TO DETERMINE EXTENT OF J. EXISTING CONSTRUCTION THAT HAS BEEN DAMAGED AS A RESULT OF THE WORK DEMOLITION. SHALL BE REPAIRED TO THE EXTENT REQUIRED TO MATCH ADJACENT EXISTING _ UNDAMAGED CONSTRUCTION. AA. SEE MECH & ELECT FOR ADDITIONAL DEMOLITION. K. WEIGHT OF CONTRACTORS EQUIPMENT SHALL NOT EXCEED THE DESIGNED LIVE BB. SEE SECTION 01 1100 SUMMARY OF WORK LOAD OF THE EXISTING. - CONC SLAB - VERIFY ACTUAL L.L. CC. SEE SECTION 01 3516 ALTERATION PROJET PROCEDURES. - ROOF - VERIFY ACTUAL L.L. DD. SEE SECTION 02 4110 SELECTIVE DEMOLITION. L. VERIFY/COORDINATE WITH FIXTURE PLAN AND OWNERS REPRESENTITIVE FOR RELOCATION AND/OR RE -USE OF EXISTING AND NEW STORE FURNITURE, FIXTURES EE. NOT USED. AND EQUIPMENT. - r -� i i -�. t - X:\Projects\2011\11100—T1966 Sanford FL— Conf\4_Cd Active CAD- MOVED TO DROPBOX\1966ad351.dgn 28—FEB-2012 15:25 T1966 - G393 ISSUES AND REVISIONS 02-222012 ARGETSANFORD, FL PERMIT/CONSTRUCTION so4 FLOOR & REFLECTED F c�F�cU��� TRAINING ROOM EXPANSION CEILING PLANS 7201 WP BALL BLVD RR STOCK AREA SANFORD, FL 32771 11100 28—FEB-2012 15:25 T1966 - G393 �°� ENLARGED DEMOLITION ARGETSANFORD, FL X966 so4 FLOOR & REFLECTED c�F�cU��� TRAINING ROOM EXPANSION CEILING PLANS 7201 WP BALL BLVD RR STOCK AREA SANFORD, FL 32771 KEY NOTES - (FLOOR PLAN AND REFLECTED CEILING PLAN) NO. DESCRIPTION NO. DESCRIPTION C11 PATCH GYP. BD. AS REQUIRED D46 INSTALL EXIT SIGN W/ 'ARROW' IF INDICATED. F VobA CAMERA DOME BLOCKING: 1 X 12 (SEE ELECTRICAL) C36 INSTALL WHITE BOARD - VERIFY HEIGHT D51 INSTALL DOOR BELL (BUTTON) 3'-4" HOR -BLKG @ 14'-O" AFF TO AND LOCATION WITH OWNER OFFICE AREA AFF. SEE ELECTRICAL. (SIZE IF INDICATED) SURFACE MOUNT CONTRACTOR'S C37 INSTALL COILING PROJECTION SCREEN - D54 INSTALL LIGHT FIXTURE (SEE ELECTRICAL)VERIFY OPTION TO PROVIDE %4" X 12" HEIGHT AND LOCATION WITH OWNER (SIZE IF INDICATED) F10 RE -USE SALVAGED PRODUCTS / MATERIALS. C56 INSTALL WALL BASE. PLAN TO COORDINATE LOCATION. (3/4' x 12" PLYWOOD) 0 REPAIR CONCRETE FLOOR TO BE FLUSH. FINISH SURFACE TO MATCH ADJACENT. SEE C71 EXISTING CEILING PANELS AND SPEC. SECTION 09 6800. GRID TO REMAIN (SHOWN DASHED) C72 ACT PANELS & GRID. (SEE RFS SHEET A601) C75 PROVIDE INSUL-6 ABOVE CEILING AND WALL OF ROOMS INDICATED IN ROOM FINISH SCHEDULE WITH NOTE 4. +1 EXTINGUISH ER �NU I t. F IKE vr I f BLOCKING KEYNOTES - FIRE TREATED ISSUES AND REVISIONS DESCRIPTION DETAIL NO. DESCRIPTION DETAIL FLOOR & REFLECTED 1x6 HOR BLKG In 11'-9" AFF F VobA CAMERA DOME BLOCKING: 1 X 12 coHri�ux+nor+ TO i - SURFACE MOUNT CEILING PLANS 13 HOR -BLKG @ 14'-O" AFF TO RR OFFICE AREA D, FL 32771 SURFACE MOUNT CONTRACTOR'S OPTION TO PROVIDE %4" X 12" HIGH PLYWOOD. SEE FIXTURE PLAN TO COORDINATE LOCATION. Hill � ,�f 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 CHITECT: 1220 ONE FINANCIAL PLAZA DA ON 120 Seuth Sixth Street AxCHrrECT MINNEAPOLIS, MN 55402 (612)344-1975 Fax (612) 344-1183 Y:\Projects\2011\11100—T1966 Sanford FL— Conf\4_Cd Active CAD\1966a331,dgn 28—FEB-2012 15:26 - G393 ISSUES AND REVISIONS 02-22-2012 ET PERMITCONSTRUCTION SO4 FLOOR & REFLECTED FORD, F� F12O1 F VobA coHri�ux+nor+ G ROOM EXPANSION CEILING PLANS BALL BLVD - RR OFFICE AREA D, FL 32771 11100 28—FEB-2012 15:26 - G393 STORE ENLARGED ET T1966 SO4 FLOOR & REFLECTED FORD, F� F12O1 VobA coHri�ux+nor+ G ROOM EXPANSION CEILING PLANS BALL BLVD - RR OFFICE AREA D, FL 32771 FINISH KE INOTE: NOT ALL MATERIALS, SYSTEMS & COLORS ARE USED ON EVERY PROJECT IPS -1 MANUFACTURER PATTERN_ NUMBER COLOR SIZE NOTES FLOOR FINISH: FLOORING SEE SPEC SECTION: 09 6800 CARPET CPT -12 INTERFACE WIND II 9229 PLATEAU 19' X 19' TILE OWNER FURNISHED FTS -7 VPI CPT TILE TO 0' CONC. ACC 23-01T BLACK -- CONTRACTOR SUPPLIED FTS -10 VPI CPT -12 TO (E) CPT ACC 17-01 BLACK 2" CONTRACTOR SUPPLIED FTS -11 JOHNSONITE (E) CPT TO (E) CPT VT -XX -M2 BLACK 2PCS, 5' THRESHOLD FONTRACTOR SUPPLIED BASE SEE SPEC SECTION: 09 6500 RESILIENT FLOORING RB -10 VPI COVED BASE -- BURNT UMBER q' HIGH x %a" THICK CONTRACTOR SUPPLIED WALL FINISH: PAINT SEE SPEC SECTION: 09 9100 PAINTING C-5 BENJAMIN MOORE FINISH: EGGSHELL #BM 974 MUSKOKA TRAIL N/A GYP. BID WALLS 0 C-7 BENJAMIN MOORE FINISH: SEMI -GLOSS # - BM AC 31 HOT SPRING STONE N/A DOOR AND DOOR FRAME COLOR WALLCOVERING SEE SPEC SECTION: 09 7200 WALLCOVERING WC -11 0 DESIGNTEX PARALLAX II 6063-302 CONFUCIUS 52" / 54' WIDE ACCENT RED -OWNER FURNISHED O144 CEILING FINISH: CEILING SEE SPEC SECTION:09 5100 ACOUSTICAL CEILINGS ACT -1 - USG RADAR CLIMA PLUS SQ0 MINERAL FIBER BOARD 2410 N/A 24"x48'x5/8' _ CONTRACTOR SUPPLIED U .LED... PAINTING FINISH SYSTEMS IPS -1 GYPSUM BOARD; EGGSHELL FINISH: 1. PRIMER: 1 COAT, GYPSUM BOARD PRIMER. 2. FINISH: 2 COATS INTERIOR LATEX EGGSHELL. IPS -3 GYPSUM BOARD; WALLCOVERING PRIMER 1. PRIMER: 1 COAT WALLCOVERING PRIMER PS -6R EXISTING HOLLOW METAL DOOR AND FRAMES 1. FINISH: 1 COATS, INTERIOR LATEX SEMI -GLOSS 1_ GROCERY I I�_ i Il l 1 F97 — II__ I II --11-- -�- -- —-— — - — — —- -—-—— — — — — —- 1—-— — t=——--------------��.= V L V UD I 1 i i 182E.2 i IP W 11 i I 1 t L _ l 1 - I 1 V 13 02-22-2012 TARGET FL 14 so4 1_ GROCERY �°�F���n°� STOCK PLAN (REFERENCE ONLY) BALL BLVD - RR L - 183 I ,LIMITS OF (CONSTRUCTION [EED " E —-—-—-—- WOMEN ——-—-—-— ———————-———— — - — — —— - ------ l � _ 11100 — — — — — —- — — — - — — —- E ———— — — -—-— - — — —-—-—- — -- -- 14 O144 L i I I j i 1 i -- -—r—; -- —_ -—r—W_----� --1 =; - ' Iuc -' _ - F97 Ir �._ I 1 1)1 1 1 — -_ I< _ _ _ 4 I I %i- EN- �- 143, TRAINING ROOM I F97 _ 1- 1 _ I I�_ i Il l 1 F97 — II__ I II --11-- -�- -- —-— — - — — —- -—-—— — — — — —- 1—-— — t=——--------------��.= V L V UD I 1 i i 182E.2 i IP W 11 i I 1 t L _ l 1 - I 1 V - G393 ISSUES AND REVISIONS 02-22-2012 TARGET FL PERMrPCONSTRUCTION so4 & ENLARGED FIXTURE FORD, F21 �°�F���n°� G ROOM EXPANSION PLAN (REFERENCE ONLY) BALL BLVD - RR — OFFICE AREA D, FL 32771 [EED 11100 _ - G393 ��� TITU ENLARGED FINISH PLAN TARGET FL X966 so4 & ENLARGED FIXTURE FORD, F21 �°�F���n°� G ROOM EXPANSION PLAN (REFERENCE ONLY) BALL BLVD - RR — OFFICE AREA D, FL 32771 Y:`Projects\2011\11100-71966 Sanford FL— Conf\4 _Cd Active CAD\1966a332.dgn 28—FEB-2012 15:26 1 . 1a7 r, 0 r KEY NOTES - (FLOOR PLAN AND REFLECTED CEILING PLAN) NO. DESCRIPTION NO. DESCRIPTION C11 PATCH GYP. BD. AS REQUIRED D46 INSTALL EXIT SIGN W/ "ARROW" IF INDICATED. VObA CAMERA DOME ,BLOCKING: 1 X 12 (SEE ELECTRICAL) C36 INSTALL WHITE BOARD - VERIFY HEIGHT D51 INSTALL DOOR BELL (BUTTON) 3'-4' HOR BLKG @ 14'-0' AFF TO i SURFACE MOUNT CONTRACTOR'S AND LOCATION WITH OWNER , AFF. SEE ELECTRICAL. (SIZE IF INDICATED) C37 INSTALL COILING PROJECTION SCREEN - D54 INSTALL LIGHT FIXTURE (SEE HIGH PLYWOOD. SEE FIXTURE ELECTRICAL) VERIFY HEIGHT AND LOCATION WITH OWNER 11100 PLAN TO COORDINATE LOCATION. (SIZE IF INDICATED) F10 RE -USE SALVAGED PRODUCTS /, MATERIALS. C56 INSTALL WALL BASE. (3/4" x 12' PLYWOOD) F61 REPAIR CONCRETE FLOOR TO BE FLUSH. F FINISH SURFACE TO MATCH ADJACENT. SEE C71 . EXISTINGCEILING PANELS AND SPEC. SECTION 09 6800. GRID TO REMAIN (SHOWN DASHED) C72 ACT PANELS & GRID. 68 (SEE RFS SHEET A601) - ----' -—-—---—-'—---—-` ——--=—-----—-—-----—-—-—=—-—-—=—-— -—-—-—---—-—-—-—-— C75 PROVIDE INSUL-6 ABOVE CEILING AND WALL OF ROOMS INDICATED IN ROOM FINISH SCHEDULE WITH NOTE 4. BLOCKING KEYNOTES - FIRE TREATED 13------------- DESCRIPTION DETAIL NO. DESCRIPTION DETAIL FLOOR /FIXTURE & 1x6 HOR BLKG h 11'-9" AFF VObA CAMERA DOME ,BLOCKING: 1 X 12 a 3 TO l - SURFACE MOUNT REFLECTED CEILING 13 HOR BLKG @ 14'-0' AFF TO i SURFACE MOUNT CONTRACTOR'S RR , SANFORD,FL 32771 EPROJECr OPTION TO PROVIDE %4' X 12" HIGH PLYWOOD. SEE FIXTURE 11100 PLAN TO COORDINATE LOCATION. 12 I 13------------- - 14 TARGET PERMIT/CONSTRUCTION s04 FLOOR /FIXTURE & SANFORD, FL VObA ! a CONFIGURATION I REFLECTED CEILING 1201 WP BALL BLVD RR , SANFORD,FL 32771 EPROJECr lit j_ 11100 -H — 11 F _i 68 F - ----' -—-—---—-'—---—-` ——--=—-----—-—-----—-—-—=—-—-—=—-— -—-—-—---—-—-—-—-— F k,---- — ----j I- 686 . I" f I , 8.1 I 1 _ i — II D54 I , I II { 68.1 68 I , i r I , 68.1 i I 68 II I II e D54 I I II I 1 68 1 --- — ----' 68 h, ir, 68 I 68.1 M1; ' I , M1; 0 0 z 1q Q0 T1966 - G393 I ' D54 I 02-22-2012 TARGET PERMIT/CONSTRUCTION s04 FLOOR /FIXTURE & SANFORD, FL VObA CONFIGURATION II REFLECTED CEILING 1201 WP BALL BLVD RR , SANFORD,FL 32771 EPROJECr lit j_ 11100 -H — 11 F 68 F - ----' -—-—---—-'—---—-` ——--=—-----—-—-----—-—-—=—-—-—=—-— -—-—-—---—-—-—-—-— F I- 686 . I" f I , 8.1 I 1 _ i — II D54 I , I II { 68.1 68 I , i r I , 68.1 i I 68 II I II I j I- D54 I I II I 1 68 1 68 ir, 68 68.1 II , I r SEAFOOD FREEZER r - I D II STOCK r 1 .. I 187 I ;FF<68 Ir, 68.1 , � 68 68.1 it I I ,r ,, „ WOMEN 01.10 - --------- O r r" . E —-—-—-—-—-—-—-—-—-—-—-—-—-— -—-—-—-— —-—-—---—-—-—- -—-—-—-—-—-—-—-—-—-—-—-—--—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- _�_ — E 0 0 z 1q Q0 T1966 - G393 ISSUES AND REVISIONS 02-22-2012 TARGET PERMIT/CONSTRUCTION s04 FLOOR /FIXTURE & SANFORD, FL VObA CONFIGURATION TRAINING ROOM EXPANSION REFLECTED CEILING 1201 WP BALL BLVD RR PLANS — STOCK AREA SANFORD,FL 32771 EPROJECr 11100 0 0 z 1q Q0 T1966 - G393 STOP ENLARGED TARGET X966 s04 FLOOR /FIXTURE & SANFORD, FL VObA CONFIGURATION TRAINING ROOM EXPANSION REFLECTED CEILING 1201 WP BALL BLVD RR PLANS — STOCK AREA SANFORD,FL 32771 X:\Projects\2011\11100—T1966 Sanford FL— Conf\4_Cd Active CAD— MOVED TO DROPBOX\1966a351.dgn 28—FEB-2012 15:26 1 0 OWNER FURNISHED MATL & EQUIP SCHEDULE PURCHASING KEY NOTE: REFER TO DRAWINGS FOR COORDINATION BETWEEN AP ASSET PROTECTION FO FOOD OPERATIONS MHFE MATERIAL HANDLING, FINISHES & EQUIP. OWNER FURNISHED MATERIALS - CEN CENTRAL PURCHASING ISP INFO SYSTEMS PURCH TR TARGET ROOFING AND EQUIPMENT AND THE CRE CORPORATE REAL ESTATE ISM IN STORE MARKETING TTS TARGET TECH SERVICES WORK OF THE CONTRACTOR FIX FIXTURE PURCHASING CTR CONTRACTOR - NOTE: SOME PRODUCTS TYPICALLY FURNISHED BY NOTE 2: CONTRACTOR TO PROVIDE QUANTITY "TAKE -OFF` FOR ALL OWNER OWNER ARE INDICATED BELOW TO BE FURNISHED, CONTRACTOR INSTALLED MATERIAL & ` EQUIPMENT. FURNISHED BY CONTRACTOR. SUBMIT QUANTITIES TO TARGET CONSTRUCTIONPROJECT MANAGER. OMER FURNISHED MATL & EQUIP SCHEDULE - ITEM NO DESCRIPTION SUPP BY OWN CTR I RECD BY OWN CTR INSTALL B OWN GTR TEST BY OWN CTR SPEC PURCH BY REMARKS DIV/SEC__] ASSET PROTECTIONS Al CCTV SYSTEMS * HEAD DTL. JAMB DTL. SILL DTL. * (E) J (E) HM 1 - AP CAMERAS - RELOCATED A5 KEY PAD LOCKS * (E) 1 * 3/A601 * 5/A601 * 182E.2 087100 MHFE U N IQU E 3'-0" ' 7'-0" 1%4" (E) GL -2 - 182E.2 (E) 1 (E) HM 3/A601 4/A601 - 3,40 182F DECOR FINISHES D1 ACOUSTICAL CLG (ACT -1) & GRID 3'-0" * 1%q" * - 182F (E) 1 (E) HM 095100 CTR - D3.1 RESILIENT BASE - RB -10 (E) cYP BD / GYP BD * _ _ _ _ - _ 096500 1096800 CTR 4" COVED, BURNT UMBER D4 CARPET, CPT -12 * * MHFE OWNER SUPPLIED D4.1 TRANSITION STRIPS * 096800 CTR FTS -7, FTS -10, FTS -11 (UNIQUE) D5.1 WALL COVERINGS - WC -1l * * * 097200 MHFE UNIQUE ELECTRICAL _ E2 BUILDING LIGHT FIXTURE, LAMPS & MFD WIRING * * DIV 26 MHFE EXISTING AND NEW E3 TELEPHONE SYSTEM * DIV 26 ISP WALL PHONE E7 ENERGY MANAGEMENT & CONTROLS * * DN 23 CTR REVISE EXISTING E10 OCCUPANCY SENSOR I DN 26 jMHFE I EXISTING AND NEW FIXTURES FURNISHINGS F68.1 STOCK ROOM SHELVING JMHFE I EXISTING AND NEW F97 FURNITURE: TABLES AND CHAIRS * * - FIX GENERAL BUILDING COMPONENTS G14 ROOF * * PATCHING G18 DOOR HARDWARE * 081113 MHFE TO REMODEL EXISTING DOORS MECHANICAL & REFRIGERATION M7 GRILLES, REGISTERS, DIFFUSERS I I DN 23 jMHFE M20 HVAC AIR BALANCING * * * * - CTR SIGNAGE S1.1 INTERIOR SIGNAGE - DOOR * - CRE XXX DOOR SCHEDULE DOOR NO. DOOR GLASS TYPE FIRE RATING HDWR. GRP. FRAME NOTES TYPE MAT'L QUANT WIDTH HEIGHT THICK TYPE MAT'L HEAD DTL. JAMB DTL. SILL DTL. 182E.1 (E) J (E) HM 1 3'-0" 7'-0" 1%q" (E) GL -2 - 182E.1 (E) 1 (E) HM 3/A601 4/A601 5/A601 3,40 182E.2 (E) J (E) HM 1 3'-0" ' 7'-0" 1%4" (E) GL -2 - 182E.2 (E) 1 (E) HM 3/A601 4/A601 - 3,40 182F (E) H (E) HM 1 3'-0" 7'-0" 1%q" (E) GL -2 - 182F (E) 1 (E) HM 3/A601 4/A601 - 2,3,40 (E)WD /WB (E) cYP BD / GYP BD _ _ _ _ _ - _ 1,3,10,40 R FINISH - OOMSCHEDULE ROOM FLOOR BASE WALLS CEILING SEE PLANS FOR MORE DETAILED MATERIAL AND FINISH INFORMATION. - NO NAME MATL FIN MATL MAIL FINISH COLOR- WAINSCOT MATL FIN COLOR HEIGHT NOTES 21. PROVIDE CONTINUOUS SLNT-6 AT FLOOR TRACK ON BOTH SIDES FOR ACCOUSTICAL SOUND C. DOORS: PAINT TOP, BOTTOM, ALL EDGES AND CONTROL. SEE SPEC. SECTIONS 07 9200 & 09 2116. GLAZING STOPS -TO MATCH FACE OF DOOR. 40.' NEW FINISHES AT NEW CONSTRUCTfON ONLY, UNO. 182E TRAINING ROOM (E)CONC CPT -12 RB -10 (E) GYP BD / GYP BD IPS-1/IPS-3 -5/WC-11 - ACT -1 - - 9'-6' 1,4,21 182E OPEN OFFICE (E)CONC (E) RB -11 / GYP BD (E) GYP BD (E)IPS-3/IPS-3 WC -(E) /WC -11 - (E) - - (E) 9`-6" 1,21,40 183 STOCK (E)CONC - (E)WD /WB (E) cYP BD / GYP BD _ _ _ _ _ - _ 1,3,10,40 PAINTING NOTES ROOM FINISH NOTES INTERIOR: ET 1. SEE PLANS FOR MORE DETAILED MATERIAL AND FINISH INFORMATION. - A. EXISTING HM DOORS AND FRAMES, PAINT 3. UNFINISHED GYPSUM BOARD PROVIDE LEVEL 2 GYP. BD. FINISH. REFER TO SPEC SECTION 09 21.16. HM DOOR & FRAME IPS -6R, C-7. 4. PROVIDE INSUL-6 ABOVE CEILING. CUT INSUL-6 AND HOLD BACK 3" AROUND LIGHTS. 10. CONTRACTORS OPTION TO PROVIDE PLYWOOD BASE IN LIEU OF 1x12 PINE BASE. B. NOT USED RR 21. PROVIDE CONTINUOUS SLNT-6 AT FLOOR TRACK ON BOTH SIDES FOR ACCOUSTICAL SOUND C. DOORS: PAINT TOP, BOTTOM, ALL EDGES AND CONTROL. SEE SPEC. SECTIONS 07 9200 & 09 2116. GLAZING STOPS -TO MATCH FACE OF DOOR. 40.' NEW FINISHES AT NEW CONSTRUCTfON ONLY, UNO. RCHITECT: 1220 ONE FINANCIAL PLAZA DA ON 120 South Sixth Street ARCHrfWT MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 vI 1000 NICOLLET MALL V) MINNEAPOLIS, MINNESOTA 55403 O O C Y:\Projects\2011\11100—T1966 Sanford FL— Conf\4 Cd Active CAD\1966a601.dgn DATE ISSUED 02-22-2012 ISSUES AND REVISIONS 02-22-2012 ET PERMIT/CONSTRUCTION s04 SCHEDULES, DETAILS, FORD, FL [12 DRAWN BY TH V°°^ ELEVATIONS, gc CONFIGURATION G ROOM EXPANSION BALI BLVD RR PARTITION TYPES CHECKED BY DW, KR ADP PROJECT # 11100 28 -FEB -2012 15:26 - G393 �`� '�� ET r�966 s04 SCHEDULES, DETAILS, FORD, FL [12 V°°^ ELEVATIONS, gc CONFIGURATION G ROOM EXPANSION BALI BLVD RR PARTITION TYPES D, FL 32771 MECHANICAL SYMBOLS HVAC SYMBOLS SYMBOL DESCRIPTION PLUMBING, MECHANICAL AND FIRE PROTECTION SHEET INDEX PIPE HANGER SCHEDULE TYPE "H-1" HANGERS LAVATORY Rwc, (MULTI -STATION NOT SHOWN) WATER, WASTE, GAS, AND FIRE PROTECTION PIPING a PIPE HANGER Sch Sch THREADED GROOVED TYPE L PVC/ PM01 PLUMBING, MECHANICAL, & FIRE PROTECTION INDEX SIZE SPACING 40 10 LIGHT WALLLIGHT WALL COPPER ABS DOUBLE LINE DRAWING " ° �. ROOF DECK ITEM INDICATED REPRESENTATION � WATER CLOSET MD14 MECHANICAL ROOF DEMOLITION PLAN 1 8'-0" OR LESS* H-1 H-1 H-1 H-1 H-1 H-1 M111 MECHANICAL DEMOLITION & NEW HVAC PLANS --------- -------- 12'-0 ----------------------------------------------------------------------------------- 12'-0' H-1 H-1 H-1 H-1 N/A N/A ROOF DECK _ _ _ _ -- URINAL F111 FIRE PROTECTION PARTIAL PLAN 1%2" 10'-0" OR LESS' H-1 H-1 H-1 H-1 H-1 H-1 ____q____ _ _______ _ __ -------------------------------------------------------- — — — — BEAM CLAMP DUCT (1st FIGURE -SIDE SHOWN 24x20 . SINK 12'-0 H-1 H-1 H-1 H-1 N/A N/A 2nd FIGURE -SIDE NOT -------------------�---n------------------------------------------- ___ TO TOP CHORD 15 -0 H-1 H-1 N/A-------H-1-------------N/A ----------N/AJOIST/BEAM OF JOIST WITHIN 6° OF PANEL POINT JANITORS SINK 2" 10'-0" OR LESS' H-1-- --H _1-- ------ H-1-------- H-1 H-1 H-1 --------- ------------------- ------------------------------------------------- THREADED ROD BEAM CLAMP - 12'_0" --------------------- H_1 H-1 H_1 H-1 N/A ------------- --- N/A TO BOTTOM CHORD DUCT SECTION 24x12 Fol ELECTRIC WATER COOLER ------------- SWIVEL RING OF JOIST WITHIN (SUPPLY) 15'-0" H-1 H-1 N/A H-1 N/A N/A 6" OF PANEL POINT 2%2" 9'-0° OR- * --------- - - LESS" H_1 - --H-1 ------ - ------- H-1 ------------------ H-1 --------------- H-1 ---------------- H-1 -- - 12'-0 H-2 H-1 H-1 H-1 N/A N/A JOIST/BEAM THREADED ROD DUCT SECTION � HUB DRAIN ROOM SCHEDULE -------------------�---�-------------------------------------------------------------------------------------------- SWIVEL RING (EXHAUST OR RETURN) 24x12 ® FLOOR DRAIN RM 15'-0' H-2 H-1 N/A H-1 N/A N/A NO ROOM NAME 311 10'-0" OR LESS" N/A - --H -1----------H-1----------------H-1 --------- -----H-1------- H-1 ® FLOOR SINK 18 2 E TRAINING ROOM 12'_0" N/A H-1 H-2 H-1 N/A N/A SUPPLY DUCT TURNINGTURNING - ------------------------------------------------------ -------------------- 15'-0" N/A H-2 N/A H-2 N/A N/A BEAM CLAMP BEAM CLAMP TURNING UP OR DOWN UP 24x12 I A DOWN 183 GROCERY STOCK 4" 4'-0° N/A H-1 N/A H-1 H-1 H-1 TOP CHORD _ BOTTOM CHORD � ROOF DRAIN 8'-0" N/A H-1 N/A H-1 H-1 N/A RETURN DUCT_ TURNING ---,.,.,/—TURNING O CLEAN OUT 101-0" N/A H-2 N/A H-2 H-2 N/A TURNING UP OR DOWN UP 24x12 I DOWN 121- 0N/A H-2 N/A H-2 N/A N/A TYPE H-2 HANGERS I WALL CLEAN OUT 15'-0" N/A H-2 N/A H-2 N/A N/A 6° 4'-O" N/A H-1 N/A H-1 N/A H-1 EXHAUST DUCT TURNING TURNING oaoauuoo u�ououoa EXISTING PIPING SYMBOLS ------------------8/ -- I ------- ----------------- -------------- ----- UP 24x12 I A TRENCH DRAIN ------------------- ---------------- ------ -- 8 -O N/A H-2 N/A H-2 N/A N/A ROOF DECK ROOF DECK TURNING UP OR DOWN DOWN -------------------------------------------------------------------------------------------------------------------- SYMBOL DESCRIPTION --------- --------10' _0" N/A H-3 N/A H-3 N/A N/A ------------------------------------------ - coy VENT THROUGH ROOF 12 -0 -----------N/A H-3 N/A H-3 N/A N/A — — BEAM CLAMP — — — — — - - EXISTING WATER _________ ________,-_-u/A- H- --__ _______-----__----__ ________----___----__ ____--__-_----__ ____-----_-- To TOP CHORD INCLINED RISE (R) OR DROP (D) 24x20 R EXISTING HOT WATER 15'-0" N/A H-3 N/A H-3 N/A N/A OF JOIST WITHIN (ARROW IN DIRECTION OF AIR FLOW) a—� WALL HYDRANT/INSIDE HOSE BIBB 8" 4'-0" 6" OF PANEL POINT N/A H-2 N/A N/A N/A H-2 JOIST _ - - — — — - v— — — — - EXISTING VENT --- ------------------------------- _ ---------------------------- - - THREADED ROD 8'-0" N/A H-3 N/A N/A N/A N/A - GAS SHUTOFF VALVE co EXISTING CONDENSATE PIPING --------- ------------------ SWIVEL RING 10'-0" N/A H-3 N/A N/A N/A N/A BEAM CLAMP _________ __________ ___________ - H-3 _-_____________ _ TO BOTTOM CHORD 24x12 c EXISTING NATURAL GAS -------------------------------------------- -- ECCENTRIC DUCT FITTING 12'-0" N/A H-3 N/A N/A N/A N/A OF JOIST WITHIN x --------- -------- 5'-0-----------/A -H-3-------N/A---------------N/A------------------------- ---- /A--- JOIST 6" OF PANEL POINT PRESSURE REGULATOR sw EXISTING SANITARY WASTE 15-0N/A H-3 N/A N/A N/A N/A L 0" 4'-0" N/A H-3 N/A N/A N/A H-2 THREADED ROD 2"+ 4'-0" N/A H-3 N/A N/A N/A H-3 SWIVEL RING INVERT ELEVATION TAG CONCENTRIC DUCT FITTING 20x12 24x12 �- EXISTING CONDITION SYMBOLS (DEMO DRAWINGS) REFER TO SPECIFICATION SECTION 20 0050 FOR MAXIMUM ALLOWABLE HANGER SPACING FOR TOP CONNECTION TYPE L COPPER AND PVC/ABS PIPING. BEAM CLAMP BEAM CLAMP SYMBOL DESCRIPTION N/A = NOT ALLOWED OR NOT APPLICABLE TOP CHORD BOTTOM CHORD BOTTOM CONNECTION ROOF DECK 24x12 1-�F— DROP IN DIRECTION OF FLOW EX EXISTING PIPE GENERAL NOTES: � BRANCH DUCT TAKE- OFF BALANCING ROOF DECK — — — — — —7 USING RECTANGULAR DAMPER A. THIS PIPE HANGER SCHEDULE SHOWS MAXIMUM ALLOWABLE HANGER SPACING BASED ON DUCTWORK MAIN- IGI RISE IN DIRECTION OF FLOW PIPE WEIGHT AND STRUCTURAL CONSTRAINTS. REFER TO SPECIFICATION SECTION THREADED ROD 12x1 8"d LINETYPE DENOTES EXISTING 20 0050 FOR ADDITIONAL PIPE HANGER REQUIREMENTS INCLUDING REQUIRED HANGER — — — — TO TOP CHORD SHUTOFF VALVE EQUIPMENT/DUCT ROD DIAMETER AND MAXIMUM HANGER SPACING BASED ON PIPE MATERIAL AND PIPE OF JOIST WITHIN JOIST DIAMETER. 6" OF PANEL POINT B. SUPPORT PIPING WITHIN 6" OF JOIST TOP AND BOTTOM CHORD PANEL POINT. THREADED ROD 24X WAFER CHECK VALVE HATCHING DENOTES PIPING OR SWIVEL RING To BOTTOM CHORD BRANCH DUCT TAKE- OFF BALANCING EQUIPMENT TO BE REMOVED C. MAXIMUM LOAD ON ANY PANEL POINT 1S 100 LBS UNLESS APPROVED BY STRUCTURAL OF JOIST WITHIN USING ROUND DUCTWORK DAMPER STRAINER ENGINEER. 6" OF PANEL POINT MAIN - D. LOCATE POINT LOADS A MINIMUM OF 6'-0" FROM ANY OTHER POINT LOAD ON THE 8"� SAME JOIST. JOIST SWIVEL RING STRAINER WITH BLOW DOWN VALVE E. FIRE PROTECTION SPRINKLER PIPING SUPPORT SHALL COMPLY WITH REQUIREMENTS OF I UNION EXISTING CONDITION SYMBOLS (NEW DRAWINGS) NFPA AND LOCAL CODE AUTHORITIES. DAMPER IN HORIZONTAL _ F. DO NOT DEVIATE FROM PIPE HANGER DETAILS AS SHOWN. DEVIATION FROM HANGER OR VERTICAL DUCT SWING CHECK VALVE SYMBOL DESCRIPTION DETAILS MAY VOID JOIST MANUFACTURER'S WARRANTY. I I 24x12 —iw— THREADED ROD THREADED ROD (REFER To MECHANICAL SYMBOLS G. LOCATE TOP OF PIPE AT 6" MINIMUM BELOW ROOF DECK. TOP CHORD BOTTOM CHORD FOR DAMPER TYPES) COLD WATER ----- Zx------ EXISTING PIPE TO REMAIN DIFFUSER C 500 -- HOT- WATER ,- ------------ DESCRIPTION C: REFERS TO TYPE - - - - - J LINETYPE DENOTES EXISTING �� �� 12: NECK SIZE (SQ OR RD) I �� I --- RECIRCULATING HOT WATER EQUIPMENT/DUCT TO REMAIN TYPE H-3 HANGERS 500: CFM (REFER TO PM02 I - I REF REFRIGERANT PIPING HEX NUT WITH FOR DIFFUSER TYPE) JUMBO WASHER ROOF. DECK -- - - - v - - - - - -- VENT ________________-----_—_ SUPPLY, RETURN OR EXHAUST 12x8 TOP CHORD (TYP) �� " STRUT NUT WITH REGISTER 200 SD STORM DRAIN (BELOW GRADE) UMBO NUT WASHER D BEAMS BEAM STRUT CHANNEL DESCRIPTION 12x8a REGISTFERS �RTYPE S ZE RWC RAINWATER CONDUCTOR (ABOVE GRADE) GENERAL NOTES: (EACH SIDE) BEAM CLAMP (TYP) 200: CFM SINGLE STRUT (REFER TO PM02 Rwc RAINWATER CONDUCTOR (ABOVE GRADE) JOIST — — — — — — — — — — — — — — — — — — — — FOR REGISTER TYPE) A. EXISTING DUCTWORK AND PIPING INDICATED ON PLAN WAS TAKEN FROM EXISTING. CHANNEL OR PIPE CD CONDENSATE DRAIN MECHANICAL PLANS AND FIELD OBSERVATION AND SHALL NOT BE CONSIDERED J L J L (SIZE IN ACCORD WITH NFPA) CEILING RETURN GRILLE 100 PERCENT ACCURATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING THREADED ROD HANGER VAC CONDENSATE VACUUM PIPING SYSTEMS PRIOR TO CONSTRUCTION AND SHALL NOTIFY OSR OF POTENTIAL THREADED ROD WITH SWIVEL RING DESCRIPTION F: REFERS TO TYPE CONFLICTS. TOP CHORD TRAPEZE BEAM CLAMP 24x12: GRILLE slzE G NATURAL GAS ROOF DECK TRAPEZE (REFER TO PM02 24x12 B. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF DRAWINGS FOR GRILLE TYPE) -GW---- GREASE WASTE AND SPECIFICATIONS FOR BIDDING PURPOSES. NO ADDITIONAL COMPENSATION. SHALL _ _ _ — — _ — — — — — — _ _ _ _ BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO NOT BEING FAMILIAR TRANSFER GRILLE &----cwv---- COMBINATION WASTE & VENT WITH CONTRACT DOCUMENTS. DUCTWORK 10" 24x6 F SW SANITARY WASTE ABOVE FLOOR DESCRIPTION F: REFERS TO TYPE 24x6 C. PIPING ABANDONED IN PLACE SHALL BE CAPPED, PLUGGED AND CONCEALED. JOIST JOIST 24x6: GRILLE SIZE----SW----SANITARY WASTE BELOW FLOOR PLUGGING AND CAPPING SHALL BE DONE IN A MANNER AS TO ALLOW REOPENING (REFER TO PM02 AND REUSE LATER. FOR GRILLE TYPE) s PIPE BREAK D. PATCHING OF PENETRATIONS WHERE PIPING OR DUCTWORK IS REMOVED SHALL BE _ _ _ _ _ _ _ _ _ _ _ _ _ _ TRANSFER GRILLE & CONNECT TO EXISTING OR SYSTEMS BY GENERAL CONTRACTOR. DUCTWORK PROVIDED NIC E. FIELD VERIFY LOCATIONS AND QUANTITY OF EXISTING EQUIPMENT, FIXTURES, SINGLE STRUT CHANNEL DESCRIPTION F: REFERS TO TYPE O OWNER FURNISHED MECHANICAL EQUIPMENT DUCTWORK, AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. OR PIPE (SIZE IN ACCORD 24x6: GRILLE SIZE 024x6 --,TM SYMBOL WITH NFPA FOR FIRE PROT, THREADED ROD SIZE FOR. PIPE LOAD FOR RWC) (REFER TO PM02 F. ARRANGE REQUIRED WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS TO A TOP CHORD TRAPEZE FOR GRILLE TYPE) F 24x6 XX MINIMUM. COORDINATE DISRUPTIONS WITH TARGET OSR AND STORE MANAGER. XX MECHANICAL EQUIPMENT TAG G. SUBMIT (2) COPIES OF REDLINED AS -BUILT UPDATES. ONE COPY TO BE RETAINED AT CT(1RF RFTIIRN CF('Mln rnpY Tn nqP Tn RF FnRWARnFn Tn PRn,IFCT t, CD 1000NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00—ActiveCAD\1966mdl4.dgn GENERAL DEMOLITION NOTES 1 MDl A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THEIR WORK PROPERLY. B. ARRANGE ALL REQUIRED WORK TO KEEP DISRUPTIONS TO ANY OPERATIONS TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH TARGET PROJECT MANAGER, OPERATIONS SPECIALIST AND STORE MANAGER. C. MAINTAIN EXISTING CONTROLS TO EXISTING HVAC EQUIPMENT THAT ARE NOT CONNECTED TO EMS. WHERE DEMOLITION INTERRUPTS CONTROL CIRCUITRY, PROVIDE LABOR AND MATERIALS TO TEMPORARILY RELOCATE AS REQUIRED. D. ANY PIPING LEFT IN PLACE SHALL BE CAPPED, PLUGGED, AND CONCEALED. PLUGGING AND CAPING SHALL BE DONE IN A MANNER AS TO ALLOW REOPENING AND LATER REUSE. E. PATCH ALL PENETRATIONS WHERE VENTS ARE REMOVED. F. COMPLETE AIR BALANCING SHALL BE PERFORMED BY GENERAL CONTRACTOR. G. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK, AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. H. SUBMIT (2) COPIES OF AS -BUILT UPDATES - ONE COPY TO BE RETAINED AT THE OFFSITE WAREHOUSE - RETURN SECOND COPY TO THE MECHANICAL ENGINEER. I. / INDICATES TO BE REMOVED. ALL REMOVED EQUIPMENT TO BE DISPOSED OF BY CONTRACTOR UNLESS AS RETAINED NOTEDIN DEMOLIT ON NOTEDS. J. INDICATES EXISTING TO REMAIN. TYPICAL TEXT OF EXISTING CONDITIONS CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. K. EXISTING CONTROLS LOCATED ON WALLS THAT ARE BEING PAINTED ARE TO BE REMOVED AND REPLACED AFTER REMODEL WORK IS COMPLETED. 1 DEMOLTION KEYNOTES: MDl ❑1 REMOVE THE EXISTING CONDENSING UNIT ON ROOF WHICH SERVES THE MITSUBISHI SPLIT SYSTEM CURRENTLY SERVING THE TRAINING ROOM. REMOVE ALL RACKING, PIPING, ELECTRICAL, CONDUITS. COORDINATE WITH ARCHITECTURAL TO PATCH ROOF. CHITECT: 1220 ONE FINANCIAL PLAZA DAVID WILSON 120 south Sixth Street ARCHITECT MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical Gausman Engineers 700 Rosedale Towers 1700 West Highway 36 &Moore Roseville, Minn55113 (651)639-9606 Faxax 63 639-9618 Project No.:81844 +. W 0047860 s 00 ATE IDS. `IMF 1` 2-22-2012 1% O V :TARGET ---------------------------------- I — — — — — — — — — —I I RT AC 22 X I � --_-------_1� I -=______-- I I I I ' 1 r-------------I------------------------ Ir---- - - - -- -- - T X I I�J MECHANICAL ROOF DEMOLITION PLAN DATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS 02-22-12 SANFORD,X PERMIT/CONSTRUCTION s04 V06A MECHANICAL ROOF SON DRAWN BY T. STOUTENBURG `°""G°`"T'°" DEMOLITION PLAN 7201 WP BALL BLVD RR SANFORD, FL CHECKED BY B. PARKOS ADP PROJECT # 11100 23—FEB-2012 14:28 1/16" = 1'-0" D.3 T1966 TARGET STORE TITLE SANFORD,X n966 s04 V06A MECHANICAL ROOF SON `°""G°`"T'°" DEMOLITION PLAN 7201 WP BALL BLVD RR SANFORD, FL 32771 1 DEMOLTION KEYNOTES: Mlll GENERAL DEMOLITION NOTESMlll 1 A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THEIR WORK PROPERLY. B. ARRANGE ALL REQUIRED WORK TO KEEP DISRUPTIONS TO ANY OPERATIONS TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH TARGET PROJECT MANAGER, OPERATIONS SPECIALIST AND STORE MANAGER. C. MAINTAIN EXISTING CONTROLS TO EXISTING HVAC EQUIPMENT THAT ARE NOT CONNECTED TO EMS. WHERE DEMOLITION INTERRUPTS CONTROL CIRCUITRY, PROVIDE LABOR AND MATERIALS TO TEMPORARILY RELOCATE AS REQUIRED. D. ANY PIPING LEFT IN PLACE SHALL BE CAPPED, PLUGGED, AND CONCEALED. PLUGGING AND CAPING SHALL BE DONE IN A MANNER AS TO ALLOW REOPENING AND LATER REUSE. E. PATCH ALL PENETRATIONS WHERE VENTS ARE REMOVED. F. COMPLETE AIR BALANCING SHALL BE PERFORMED BY GENERAL CONTRACTOR. G. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK, AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. H. SUBMIT (2) COPIES OF AS -BUILT UPDATES - ONE COPY TO BE RETAINED AT THE OFFSITE WAREHOUSE - RETURN SECOND COPY TO THE MECHANICAL ENGINEER. I. / INDICATES TO BE REMOVED. ALL REMOVED EQUIPMENT TO BE DISPOSED OF BY CONTRACTOR RETAINED NOTEDIN DEMOLITELOION CNOTEDS. J. INDICATES EXISTING TO REMAIN. TYPICAL TEXT OF EXISTING CONDITIONS CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. K. EXISTING CONTROLS LOCATED ON WALLS THAT ARE BEING PAINTED ARE TO BE REMOVED AND REPLACED AFTER REMODEL WORK IS COMPLETED. GENERAL NOTES: 2 A Ill? NOTE: SOME WORK INDICATED BELOW TYPICALLY PROVIDED BY OWNER IS\//�C EQUIPMENT RESPONSIBILITY TO BE PROVIDED BY CONTRACTOR. HVAC MATRIX O ❑1 REMOVE EXISTING THERMOSTAT CONTROLLING RTU -22. SEE DETAIL 2/M111 EXISTING ROOFTOP UNIT SCHEDULE TYPE FOR NEW WORK. PRICEPRICE INDUSTRIES I I � � I F2 REMOVE EXISTING THERMOSTAT CONTROLLING THE MITSUBISHI SPLIT SYSTEM. -- — - —- —J FURNISH I - — - — - — - — - — - — - — - — - — - — - — - — - — - — -— —- — - — - —- O REMOVE EXISTING DUCTSOX. FURNISH & DELIVERY } t REMOVE THE EXISTING FAN COIL CASSETTE UNIT IN THE CEILING GRID WHICH SYSTEM MODEL N0 SPECIFIED FURNISH SERVES THE MITSUBISHI SPLIT SYSTEM. ELECTRICAL EQUIPMENT ' INSTALL REMOVE EXISTING SUPPLY DUCT CONNECTION AND PATCH REMAINING SUPPLY ADP PROJECT # 11100I I I s DUCT AIR TIGHT. F INSTALL SCHEDULE CONTROL BALANCING GENERAL DEMOLITION NOTESMlll 1 A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THEIR WORK PROPERLY. B. ARRANGE ALL REQUIRED WORK TO KEEP DISRUPTIONS TO ANY OPERATIONS TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH TARGET PROJECT MANAGER, OPERATIONS SPECIALIST AND STORE MANAGER. C. MAINTAIN EXISTING CONTROLS TO EXISTING HVAC EQUIPMENT THAT ARE NOT CONNECTED TO EMS. WHERE DEMOLITION INTERRUPTS CONTROL CIRCUITRY, PROVIDE LABOR AND MATERIALS TO TEMPORARILY RELOCATE AS REQUIRED. D. ANY PIPING LEFT IN PLACE SHALL BE CAPPED, PLUGGED, AND CONCEALED. PLUGGING AND CAPING SHALL BE DONE IN A MANNER AS TO ALLOW REOPENING AND LATER REUSE. E. PATCH ALL PENETRATIONS WHERE VENTS ARE REMOVED. F. COMPLETE AIR BALANCING SHALL BE PERFORMED BY GENERAL CONTRACTOR. G. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK, AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. H. SUBMIT (2) COPIES OF AS -BUILT UPDATES - ONE COPY TO BE RETAINED AT THE OFFSITE WAREHOUSE - RETURN SECOND COPY TO THE MECHANICAL ENGINEER. I. / INDICATES TO BE REMOVED. ALL REMOVED EQUIPMENT TO BE DISPOSED OF BY CONTRACTOR RETAINED NOTEDIN DEMOLITELOION CNOTEDS. J. INDICATES EXISTING TO REMAIN. TYPICAL TEXT OF EXISTING CONDITIONS CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. K. EXISTING CONTROLS LOCATED ON WALLS THAT ARE BEING PAINTED ARE TO BE REMOVED AND REPLACED AFTER REMODEL WORK IS COMPLETED. GENERAL NOTES: 2 A Ill? NOTE: SOME WORK INDICATED BELOW TYPICALLY PROVIDED BY OWNER IS\//�C EQUIPMENT RESPONSIBILITY TO BE PROVIDED BY CONTRACTOR. HVAC MATRIX —STORE MINOR REMODEL —SPECIAL PROJECT EXISTING ROOFTOP UNIT SCHEDULE TYPE SERVICE PRICEPRICE INDUSTRIES VOLUME FRAME FINISH MATERIAL REMARKS FURNISH WIRE DEVICE DAMPER FURNISH & DELIVERY EMS TESTING & SYSTEM MODEL N0 SPECIFIED FURNISH INSTALL ELECTRICAL EQUIPMENT FURNISH INSTALL EMS CABLE ADP PROJECT # 11100I CONTROL WHITE ENAMEL TO CONTROL SMOKE F INSTALL SCHEDULE CONTROL BALANCING EQUIPMENT: ALUMINUM MFR.: BY: BY: CONNECTION: START UP: EMS CABLE: EMS CABLE: TERMINATION: CONTACTOR: CONTACTOR: DETECTOR: BY MECHANICAL CONTRACTOR. QUANTITIES, SIZES AND DELIVERY DATES SHALL BE SPACE SENSOR: COORDINATION: HARDWARE: OF EQUIPMENT: (E)ROOFTOP UNIT UNIT DISCHARGE UNIT ENTERING STAGES ENTER AIR TEMP. (DEG F) COIL DISCHARGE MECH OWNER'S EMS CONTRACTOR, DB WB NOT SENS (MBH) NOT HGRH FURNISH: OWNER /EMS GC FACTORY MOUNTED RTU -22 SP ("WG) CARRIER N/A N/A N/A SEE NOTE 1 SEE NOTE 3. ELEC MECH REQUIRED *SEER REQUIRED N/A R7U-22 INSTALL: ELEC ALC MODULE SEEHNOTE.2 NOTES 0.60 0.67 793 3. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR BUILDING HVAC CONTROLS WORK. CONTACT AUTOMATED LOGIC - TODD 1. HVAC START UP IS BY MECHANICAL CONTRACTOR - REFER TO SPECS - COORDINATE START UP WITH TARGET EMS CONTRACTOR. SCHEVING AT 678-797-5057 TO COORDINATE WORK. 55.0 163.61 132.23 - - MECHANICAL CONTRACTOR TO CONTACT OWNERS ENERGY MANAGEMENT SYSTEM (EMS) CONTRACTOR, TO PLACE ORDER FOR EMS ❑1 STOCK CABLE AND TEMPERATURE SENSORS, ARRANGE FOR DELIVERY (VERIFY LENGTHS OF EMS CABLE REQUIRED)AND TO COORDINATE 2. MECHANICAL CONTRACTOR TO TEST AND BALANCE MECHANICAL SYSTEMS. GENERAL CONTRACTOR TO SUBMIT FINAL TEST AND THE WORK. VERIFY TERMINATIONS SCHEDULE OF ALL EMS CABLE AND INSTALLATION OF TEMPERATURE SENSORS. MECHANICAL BALANCE REPORT TO: mechanical.prototype(ntarget.com CONTRACTOR RESPONSIBLE FOR COMMISSIONING OF EMS SYSTEM A MINIMUM TWO WEEKS PRIOR TO DATE NEEDED. SEE NEC ^UCTSOX 3EE PLANS FOR SIZE) ALANCING DAMPER EE PLANS FOR DUCT SIZE SHEET METAL COLLAR (SAME SIZE AS DUCTSOX) CONNECT DUCTSOX TO SHEET METAL COLLAR WITH TIE ( FURNISHED BY DUCTSOX ) SHEETMETAL TO DUCTSOX CONNECTION .ANS FOR ;IZE NOT TO SCALE GRILLE OR GRILLE OR REGISTER BELOW REGISTER BELOW i 12x12 OR 2424 6x24 OR 12x24 r A zO a 5T 1000 MCOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00-ActiveCAD\1966ml1l.dgn NOT TO SCALE PROVIDE SUPPORTS TO PREVENT SAG BETWEEN HANGERS HARD DUCT ELBOW TOTAL FLEX DUCT - LENGTH SHALL NOT EXCEED 6 FEET DUCT COLLAR---,., CONNECTING STRAP - DIFFUSER CONICAL SPIN IN WITH DAMPER SUPPLY DUCT MAIN f MINIMUM OF ONE DUCT DIAMETER OF STRAIGHT DUCT TO INLET OF DIFFUSER, OR PROVIDE EQUALIZING GRID AT DIFFUSER DIFFUSER FLEXIBLE DUCT CONNECTION NOT TO SCALE ISSUES AND REVISIONS GRILLES, REGISTERS & DIFFUSERS SCHEDULE 46 EQUIPME TR SYMBOL 02-22-12 EXISTING ROOFTOP UNIT SCHEDULE TYPE SERVICE PRICEPRICE INDUSTRIES VOLUME FRAME FINISH MATERIAL REMARKS DAMPER CHECKED BY B. PARKOS ALTITUDE: 105 FT SYSTEM MODEL N0 FAN DATA GAS HEATING DATA CEILING DIFFUSER SCD ADP PROJECT # 11100I WHITE ENAMEL STEEL 24"x24" MODULAR FULL -FACE DIFFUSER WITH ROUND NECK F RETURN/ TRANSFER 80 CORE i WHITE ENAMEL ALUMINUM SEE PLAN FOR FACE SIZE; I/Z" x%2" x%2' EGGCRATE GRID. GRILLE ECONO- COILS SIZED FOR 950 AMBIENT ROOF TEMPERATURE. UNIT AREA MANUF. / AVAILABLE FACE SIZES ARE 24"x6", 24"x12", 24"x24', & 24'x48". ALL GRILLES, REGISTERS, & DIFFUSERS ARE FURNISHED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. QUANTITIES, SIZES AND DELIVERY DATES SHALL BE COORDINATED THROUGH THE TARGET REPRESENTATIVE AT 800-279-4087. MOTOR GAS INPUT ❑1 PROVIDE LAY -IN FRAME TYPE. UNIT DISCHARGE UNIT ENTERING STAGES SEE NEC ^UCTSOX 3EE PLANS FOR SIZE) ALANCING DAMPER EE PLANS FOR DUCT SIZE SHEET METAL COLLAR (SAME SIZE AS DUCTSOX) CONNECT DUCTSOX TO SHEET METAL COLLAR WITH TIE ( FURNISHED BY DUCTSOX ) SHEETMETAL TO DUCTSOX CONNECTION .ANS FOR ;IZE NOT TO SCALE GRILLE OR GRILLE OR REGISTER BELOW REGISTER BELOW i 12x12 OR 2424 6x24 OR 12x24 r A zO a 5T 1000 MCOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00-ActiveCAD\1966ml1l.dgn NOT TO SCALE PROVIDE SUPPORTS TO PREVENT SAG BETWEEN HANGERS HARD DUCT ELBOW TOTAL FLEX DUCT - LENGTH SHALL NOT EXCEED 6 FEET DUCT COLLAR---,., CONNECTING STRAP - DIFFUSER CONICAL SPIN IN WITH DAMPER SUPPLY DUCT MAIN f MINIMUM OF ONE DUCT DIAMETER OF STRAIGHT DUCT TO INLET OF DIFFUSER, OR PROVIDE EQUALIZING GRID AT DIFFUSER DIFFUSER FLEXIBLE DUCT CONNECTION NOT TO SCALE ❑1 REBALANCE EXISTING UNIT TO NEW CFM. CHITECT: 1220 ONE FINANCIAL" PLAZA DAVID WILSON 120 South Sixth Street ARCHITECT— MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical Gausman 700Rrs 700 Rosedale Towers 1700 West Highway 36 &Moo ir e Roseville Minnesota 55113 1651?639-9606 Fax 639-9618 Project No.:81844 ♦�♦ �� EIV A (WN * e 012IPOF - 2 2-22 s TARG ET DATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS s04 V06A 02-22-12 EXISTING ROOFTOP UNIT SCHEDULE RRHVAC DRAWN BY T. STOUTENBURG CHECKED BY B. PARKOS ALTITUDE: 105 FT SYSTEM FAN DATA GAS HEATING DATA COOLING DATA ADP PROJECT # 11100I GAS HEATING CONTENT: 1000 BTU/CF i I ECONO- COILS SIZED FOR 950 AMBIENT ROOF TEMPERATURE. UNIT AREA MANUF. / CFM MIN OA EXTERNAL TOTAL FAN MOTOR ELEC MOTOR GAS INPUT GAS OUTPUT UNIT DISCHARGE UNIT ENTERING STAGES ENTER AIR TEMP. (DEG F) COIL DISCHARGE COIL CAPACITY MIN EER/ DB WB TOTAL (MBH) SENS (MBH) STAGES HGRH NO SERVED MODEL # (CFM) SP ("WG) SP ("W G) RPM BHP (MBH) (MBH) TEMP. (' F) TEMP. (OF) TEMP. (OF) *SEER MIZER REMARKS R7U-22 GROCERY 4911CZ9_ 48HG0-014 5000 ❑1 600 ❑1 0.60 0.67 793 460/3 ' 2.9 799.00/250.00 205.00 99.00 67.2 2 75.5 62.6 55.0 163.61 132.23 - - YES 1160 IVO ❑1 STOCK ❑1 REBALANCE EXISTING UNIT TO NEW CFM. CHITECT: 1220 ONE FINANCIAL" PLAZA DAVID WILSON 120 South Sixth Street ARCHITECT— MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical Gausman 700Rrs 700 Rosedale Towers 1700 West Highway 36 &Moo ir e Roseville Minnesota 55113 1651?639-9606 Fax 639-9618 Project No.:81844 ♦�♦ �� EIV A (WN * e 012IPOF - 2 2-22 s TARG ET DATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS s04 V06A 02-22-12 PERMIT/CONSTRUCTION 7201 WP BALL BLVD SANFORD, FL 32771 RRHVAC DRAWN BY T. STOUTENBURG CHECKED BY B. PARKOS ADP PROJECT # 11100I i I 23—FEB-2012 14:28 i2� MECHANICAL HVAC PLAN V4" = 1'-0" nvet TARGET TRAINING RM SANFORDXtiSONDEMOLITION sroxe -n966 s04 V06A TITLE -MECHANICAL & NEW CONFIGURATION 7201 WP BALL BLVD SANFORD, FL 32771 RRHVAC PLANS 0 0 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00 ActiveCAD\l966F111.dgn RCHITECT: 1220 ONE FINANCIAL PLAZA DAVID WILSON 120 South Sixth Street � ARCHMCT- MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical Gausman Engineers 700 Rosedale Towers &Moore 1700 West Highway 36 Rose)iI!e, �Iir ax 63 55113 (651)639-9606 Fax 639-9618 Project No.:81844 A. �w$ . 0047 wo •i STATE O �• � � e I li 1111 02-22-2012 'k 0 211do a , 4 1 FIRE PROTECTION PLAN 1 16 = Y-0" HYDRAULIC DESIGN CRITERIA SYSTEM/ OCCUPANCY OR STORAGE BASIS OF HOSE SPRINKLER TEMP AREA DENSITY COMMODITY ARRANGEMENT SPRINKLER STREAM TYPE AND (0 F) RR CLASSIFICATION SANFORD; FL DESIGN ALLOWANCE SPACING 32771 TRAINING .10 GPM OVER LIGHT HAZARD N/A NFPA 13 AREA/DENSITY 100 GPM RECESSED 165*17 MOST REMOTE CURVE FOR LIGHT STANDARD SPKLRS 1500 SQ FT HAZARD SPRAY STANDARD SPACING STOCK .45 GPM OVER SHELF STORAGE 15'STORAGE ON 2000 UL FIRE TEST 500 GPM K-25 165°F MOST REMOTE OF CLASS IV 12' HIGH 24" DEEP OF TARGET SHELVING UPRIGHT SPKLRS 2000 SQ FT COMMODITIES BACK TO BACK ARRANGEMENT.TEST EXTENDED GPM/SQ FT SHELVING UNITS RESULTS INCORPORATED COVERAGE .55 FOR 4 MOST 37" AISLES INTO 2002 NFPA 13 MAXIMUM HYDRAULICALLY SECTION 12.7.2.4 SPACING DEMANDING 14'x14' SPRINKLERS DATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS 02-22-12 SANFORDtisoL PERMIT/CONSTRUCTION s04 FIRE PROTECTION RM E DRAWN BY T. STOUTENBURG V06A CONFIGURATION 1201 WP BALL BLVD PARTIAL PLAN RR SANFORD; FL CHECKED BY B. PARKOS 32771 ADP PROJECT # 11100 23—FEB-2012 14:28 GENERAL FIRE PROTECTION NOTES: A. SEE SHEET PM01 FOR REQUIRED FIRE PROTECTION SYMBOLS AND PIPE HANGER AND SPACING DETAILS. PIPING HUNG CONTRARY TO DETAILS WILL BE REJECTED. B. REFER TO SPECIFICATION SECTION 15300 FOR SPRINKLER PLACEMENT CRITERIA. C. COORDINATE PIPING AND HEAD INSTALLATION WITH STRUCTURAL, MECHANICAL AND ELECTRICAL TRADES, AND CEILING LAYOUT. SEE ARCHITECTURAL DRAWINGS FOR REFLECTED CEILING PLAN AND CEILING HEIGHTS. D. SPRINKLER CONTRACTOR DESIGN SHALL COMPLY WITH REQUIREMENTS OF LOCAL CODE, TARGET'S HYDRAULIC DESIGN CRITERIA AND ANY OTHER AUTHORITY HAVING JURISDICTION. E. SPRINKLER PIPING TO DRAIN BACK TO THE FIRE PROTECTION RISER. F. ALL EXISTING FIRE SPRINKLER MAINS TO REMAIN. ALTER EXISTING BRANCH PIPING AND SPRINKLER HEADS LOCATIONS AT NEW FLOOR TO CEILING WALLS AS REQUIRED. 11966 TARGETTING SPORE ilitE SANFORDtisoL X966 s04 FIRE PROTECTION RM E V06A CONFIGURATION 1201 WP BALL BLVD PARTIAL PLAN RR SANFORD; FL 32771 SHEET fi ELECTRICAL SHEET INDEX ELECTRICAL SYMBOL LIST SHEET SHEET ELECTRICAL SYMBOL LIST, � KEY NOTE NUMBER NAME O DESIGNATES OWNER SUPPLIED EQUIPMENT. D DUCT SMOKE DETECTOR E001 ELECTRICAL SYMBOL LIST, SITE PLAN, AND PARTIAL 32771 Fm FIRE ALARM MANUAL PULL STATION ONE LINE DIAGRAM I] MULTIPLE SYMBOLS ON BRACKET INDICATE E111 LIGHTING PLANS ALL DEVICES UNDER ONE COVER PLATE. FM< FIRE ALARM HORN E211 POWER AND SYSTEMS PLANS l'-0 Q INCANDESCENT OR HID LUMINAIRE qrp FIRE ALARM VISUAL (STROBE) E501 ELEVATIONS AND DETAILS qEo a FIRE ALARM AUDIO VISUAL (HORN/STROBE) E601 SCHEDULES � � ® FLUORESCENT LUMINAIRE E901 SPRINKLER SUPERVISORY SYSTEM PLANS O FIRE ALARM DOOR HOLDER D INDICATES EMERGENCY LIGHTING BUZZER - 90" AFF UNO ILLUMINATED EXIT SIGN - CEILING/WALL (SHADED QUADRANT NAICATES ). PROVIDEINDICATED. TELEPHW WITH %a NE TL EMPTY CONDUIT TO ABOVE DIRECTIONAL RROWS WHERE SUSPENDED CEILING OR TO JOIST SPACE IN UNFINISHED SPACES, I J� WALL MOUNT JUNCTION BOX - 18" AFF UNO W INDICATES - 48' AFF LINO XX OR CABINET MOUNT JUNCTION BOXDATA �W OUTLET - 18" AFF UNO ROOM NAME& NUMBER WITH 3/4" EMPTY CONDUIT TO ABOVE CI -Q XX FURNITURE OR FIXTURE MOUNTED JUNCTION BOX SUSPENDED CEILING OR TO JOIST SPACE IN UNFINISHED SPACES, ROOM W INDICATES - 48" AFF UNO NO ROOM NAME O CEILING MOUNT JUNCTION BOX ����II XX F = FIRE ALARM SYSTEM ��I 3 ELEPHONE & DATA OUTLET - 18" UNO WITH /4 EMPTY CONDUIT TO ABOVE SUSPENDED 182 OPEN OFFICE S = SECURITY SYSTEM CEILING OR TO JOIST SPACE IN UNFINISHED T = LOW VOLTAGE THERMOSTAT - 96" AFF UNO SPACES. 182A COPY/FAX 182B HRMO T LINE VOLTAGE THERMOSTAT - 48" AFF UNO CONTROL PANEL 182C GAPTL 182D GVP TS TEMPERATURE SENSOR,96'AFF UNO LP PANELBOARD 182E CNF 182F VEST TH TEMPERATURE AND HUMIDITY SENSOR, 96' AFF UNO ® HL PANELBOARD 183 GROCERY STOCK IT TRANSFORMER F -e SINGLE RECEPTACLE - 18° AFF UNO D SAFETY SWITCH (POLES NOTED, F INDICATES E0 DUPLEX RECEPTACLE - 18' AFF LINO FUSED, SIZE AS NOTED). (SSR - DENOTES SURGE SUPPRESSION) (GFI - GROUND FAULT INTERRUPTER) PUSH BUTTON STATION QUADRUPLEX RECEPTACLE - 18' AFF UNO MOTOR CONNECTION WIRING METHOD AND IDENTIFICATION (NOTE: WITHOUT FURTHER IDENTIFICATION SYMBOL INDICATES 1/2" SPECIAL-PURPOSE RECEPTACLE - 18' AFF LINO CONDUIT WITH 2#12 AWG CONDUCTORS. CROSS LINES INDICATE QUANTITY OF #12 AWG CONDUCTORS AND EXTENDED CROSS LINE W/O DOT INDICATES NEUTRAL FPS T MULTIOUTLET ASSEMBLY, ARROWS DEFINE THE CONDUCTOR, W/DOT INDICATES SEPARATE GROUND, LIMITS THE INSTALLATION. T ALL IN CODE SIZED CONDUIT, NS INDICATES A NON - RECEPTACLES 1IN UNO SWITCHED CIRCUIT FOR EMERGENCY OPERATION.) �J CLOCK HANGER RECEPTACLE - 84' AFF LINO CONDUIT CONCEALED IN CEILING OR WALL CONDUIT EXPOSED SINGLE -POLE SINGLE -THROW SWITCH - 48" AFF LINO CONDUIT CAPPED OR BUSHED bq K KEY -OPERATED SWITCH - 48' AFF LINO LP -1 MSS = MOTOR STARTER SWITCH 123 BRANCH CIRCUIT HOME RUN TO PANELBOARD OS = OCCUPANCY (MOTION) SENSOR SWITCH .. (UPPER CODE - PANEL ID, LOWER NUMERALS IDENTIFY CIRCUIT NUMBERS) GROUND CONNECTION AS NOTED i LOW VOLTAGE CABLE NOTE: DIMENSIONS ARE TO CENTERLINE OF DEVICE OR BOX UNO. 0 A ED 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00—ActiveCAD\1966eOOl.dgn RCHITECT: 1220 ONE FINANCIAL PLAZA DA WI ON 120 South Sixth Street AxCETMCT MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 a c m a Mechanical and Electrical G a u V 1 1 1 a n Engineers 700 Rosedale Towers 1700 West Highway 36 Roseville, Minnesota &Moore (651 )639-9606 Fax 6395113 59618 Project No.:81844 �. STATE OF ; kJ` ,1l P i } t11ii1 02-22-2012 GENERAL NOTES A. MATERIALS, PRODUCTS, DEVICES, FIXTURES, FORMS OR TYPES OF CONSTRUCTION INCLUDED IN THESE SPECIFICATIONS SHALL MEET OR EXCEED THE REQUIREMENTS OF NATIONAL ELECTRICAL CODE (NEC), AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) AND NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA). B. MATERIALS AND EQUIPMENT SHALL BE LISTED AND APPROVED BY A NATIONALLY RECOGNIZED INDEPENDENT TESTING LABORATORY AS CONFORMING TO THEIR STANDARDS. C. WIRE, CABLES, AND INSULATIONS SHALL CONFORM TO ICEA-NEMA AND NATIONAL ELECTRICAL CODE STANDARDS AND SPECIFICATIONS. USE NEW WIRE AND DELIVER TO THE JOB SITE IN COILS OR ON REELS. EACH COIL/OR REEL SHALL HAVE A LABEL WITH THE MANUFACTURER'S NAME, TRADE NAME OF WIRE, SIZE OF WIRE AND UL LABEL. D. DASHED EQUIPMENT DEPICTS EXISTING. SOLID EQUIPMENT DEPICTS NEW TO BE INSTALLED. E. ALL EXISTING EQUIPMENT IS SQUARE D UNLESS NOTED OTHERWISE. BRUARY 2012 ISSUES AND REVISIONS 02-22-12 ANFORD,FL PERMIT/CONSTRUCTION soa voen ELECTRICAL SYMBOL LIST, TRAINING RM EXPANSION YTENBERGER CONFIGURATION AND SITE PLAN 1201 WP BALL BLVD RR SANFORD,FL [DATEED BY KLEY 32771 CT # 11100 23—FEB-2012 10:15 nvsa TARGET noxi TITLE ANFORD,FL r�966 soa voen ELECTRICAL SYMBOL LIST, TRAINING RM EXPANSION CONFIGURATION AND SITE PLAN 1201 WP BALL BLVD RR SANFORD,FL 32771 SHEET E001 n 10 > l 0 F— V) 0 O O � ED 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00—ActiveCAD\1966el1l.dgn RCHITECT: 1220 ONE FINANCIAL PLAZA DAV ON 120 South Sixth Street ARCHITECT MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical G u s m a n Engineers G 700 Rosedale Towers L.7C Rose West Highway 36 Moore Roseville. Minnesota 551111 3 (651.)639-96t}6 Fax 639-9618 Project No.:81844 TARGET DATE ISSUED 22 FEBRUARY 2012 GENERAL NOTES A. COORDINATE CONSTRUCTION WORK WITH TRAINING RM EXPANSION TARGET OSR FOR THE PHASING OF vo6A DEMOLITION AND NEW CONSTRUCTION. B. REFER TO ARCH PLANS FOR EXACT LOCATION OF 1201 WP BALL BLVD SANFORD, FL EXIT SIGNS. C. LIGHT FIXTURE BRANCH CIRCUIT WIRING ON 32771 NORMAL POWER SUPPLY IS NOT INDICATED ON THIS DRAWING. ONLY HOME RUNS ARE INDICATED AT THE BEGINNING OF THE CIRCUIT. 4 D. REFER TO E501 AND E501 FOR CONDUIT SUPPORT FROM ROOF STRUCTURE. E. REUSE EXISTING CIRCUITING. KEY NOTES ❑1 DISCONNECT AND REMOVE EXISTING LIGHT FIXTURES AND ASSOCIATED OCCUPANCY SENSORS IN THIS AREA. REFER TO 2/E111 FOR NEW LIGHTING REQUIREMENTS. MAINTAIN LIGHT FIXTURES TO BE RELOCATED AS SHOWN IN 2/E211. ❑2 MOUNT J -BOX ON STRUCTURE ABOVE CEILING. INSTALL MANUFACTURED WIRING SYSTEM BETWEEN JUNCTION BOX AND TYPE "A" LIGHT FIXTURES ONLY. R CONNECT NEW EMERGENCY LIGHT FIXTURE TO EXISTING AREA EMERGENCY LIGHTING BRANCH CIRCUIT. ® DISCONNECT AND REMOVE EXISTING SWITCHING/CONTROL TO FACILITATE DEMOLITION IN THIS AREA. VERIFY EXACT REQUIREMENTS PRIOR TO DEMOLITION. DISCONNECT AND RELOCATE 72' LINEAL FEET OF LIGHT FIXTURES AND ASSOCIATED OCCUPANCY SENSORS. REFER TO 2/E111 FOR NEW LOCATION. ® RELOCATED EXISTING 72' LINEAL FEET LIGHT - -FIXTURES (AS INDICATED IN KEY NOTE 5). RECONNECT TO EXISTING CIRCUITING. n 10 > l 0 F— V) 0 O O � ED 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00—ActiveCAD\1966el1l.dgn RCHITECT: 1220 ONE FINANCIAL PLAZA DAV ON 120 South Sixth Street ARCHITECT MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical G u s m a n Engineers G 700 Rosedale Towers L.7C Rose West Highway 36 Moore Roseville. Minnesota 551111 3 (651.)639-96t}6 Fax 639-9618 Project No.:81844 TARGET DATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS SO4 02-22-12 TRAINING RM EXPANSION PERMIT/CONSTRUCTION vo6A LIGHTING PLANS DRAWN BY L. HATTENBERGER 1201 WP BALL BLVD SANFORD, FL RR 32771 CHECKED BY B. BINKLEY ADP PROJECT # 11100 27—FEB-2012 10:45 T1966 TARGET SANFORD, FL STORE T19b6 SO4 TITLE TRAINING RM EXPANSION vo6A LIGHTING PLANS CONFfGURATION 1201 WP BALL BLVD SANFORD, FL RR 32771 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00-ActiveCAD\1966e2ll.dgn — -—De3 CHITECT: 1220 ONE FINANCIAL PLAZAl/,/ L., D7iv W1 ON 120 South Sixth Street �Q�s.CEW$F•,®,�,`i' ARCH[TECT MINNEAPOLIS, MN 55402 Q,' •� (612) 344-1975 Fax (612) 344-1183' Mechanical and Electrical Engineers , au S I 1 1 a n 700 Rosed01 e Towers �►,0 :! STATE OF��` Rosev West H i ghway 36 ��" S, t©R1t3P.�,�y'��`�� �[ M Roseville, Minnesota 55113 O O r e Pro1 )639ect No60 F81ax 639-9618 '� ��s/ONAL 844. -22-2012 : )TARGET LP -14 O — D.3 t L� POWER & SYSTEMS PLAN UARY 2012 ISSUES AND REVISIONS 02-22-12 SANFORD,FL PERMIT/CONSTRUCTION so4 �06A POWER & SYSTEMS POWER TRAINING RM EXPANSION NBERGER CONFIGURATION 1201 WP BALL BLVD. RR SANFORD, FL 32771 Y [PROJECT # 11100 24—FEB-2012 07:53 V4" = V -O" -- O — Be6 -- o GENERAL NOTES A. COORDINATE CONSTRUCTION WORK WITH TARGET OSR FOR THE PHASING OF DEMOLITION AND NEW CONSTRUCTION. B. COORDINATE ROUGH -IN LOCATIONS WITH ALARMS DRAWINGS - SHEET E901. KEY NOTES 0 DISCONNECT AND REMOVE ELECTRICAL DEVICES ON WALLS TO BE DEMOLISHED. ❑2 NO NEW WORK IN THIS AREA. ❑3 RECONNECT TO EXISTING PUSHBUTTON AT ADMINISTRATION DESK. VERIFY EXACT REQUIREMENTS. ® RELOCATE TRANSFORMER (EDWARDS #592) AND BUZZER (EDWARDS #1064-G5) ABOVE CEILING ASSOCIATED WITH DISTRICT OFFICE. VERIFY EXACT LOCATION PRIOR INSTALLATION. ❑5 EXISTING PUSH BUTTON AT ADMINISTRATION DESK. © RECONNECT TO EXISTING ELECTRIC LATCH. ❑7 RELOCATE DOORBELL PB (EDWARDS #852) ASSOCIATED WITH DISTRICT OFFICE AS INDICATED. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. F8 -]RECONNECT TO EXISTING EXTERIOR DOORBELL. ❑9 EXISTING EXTERIOR DOORBELL AND ELECTRIC DOOR LATCH. 10 DISCONNECT AND RELOCATE ELECTRICAL DEVICES) AND CONNECTIONS ASSOCIATED WITH DISTRICT OFFICE ENTRANCE TO FACILITATE DOOR REPLACEMENT/RELOCATION. REFER TO DETAIL 2/E211. 11 INSTALL RELOCATED AI PHONE INTERCOM. CONNECT TO EXISTING SYSTEM. VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH -IN. 12 CONNECT NEW EXIT SIGN TO EXISTING EXIT SIGN CIRCUITRY. 13 CONNECT RELOCATED EXIT SIGN TO EXISTING EXIT SIGN CIRCUITRY. 14 DISCONNECT EXIT SIGN. REFER TO 2/E211 FOR NEW LOCATION. Pgby TARGET STORE TITLE SANFORD,FL r�966 so4 �06A POWER & SYSTEMS POWER TRAINING RM EXPANSION CONFIGURATION 1201 WP BALL BLVD. RR SANFORD, FL 32771 SHEET CABLES) ARE ALLOWED TO BE SUPPORTED FROM TOP JOIST SPAN ISSUES AND REVISIONS CHORD OF JOIST (DO NOT 02-22-12 EXCEED 100 LBS PER PERMIT/CONSTRUCTION POINT LOAD AT TOP ELEVATIONS CHORD OF JOIST) // / DRAWN BY L. HATTENBERGER MINIMUM 4" CLEAR FROM BOTTOM OF (10) 1' CONDUIT OR 1" DIA ROOF DECK TO TOP TYPE MC CABLES ��\ OF CABLES CABLE(S) ARE ALLOWED TO BE PAGING, EMS, COAX & CONDUIT(S) & CABLE(S) ARE CONTROL CABLES MAY ALLOWED TO BE ATTACHED BE SUPPORTED ON TO BOTTOM CHORD OF JOIST JOIST FLANGE OR (REFER TO LOAD REQUIREMENTS) TOP OF BOTTOM GENERAL NOTES: (2) BUNDLES OF 50 A. MAXIMUM OF 100 LBS TOTAL LOAD OF EQUIPMENT IS ALLOWED TO BE ATTACHED LOW VOLTAGE CABLES TO EACH JOIST SPAN BOTTOM CHORD. WHEN LOAD REQUIREMENTS LISTED BELOW ARE ATTAINED, ATTACH ADDITIONAL CONDUIT(S) AND CABLE(S) TO JOIST TOP CHORD. ADP PROJECT 11100 B. LOAD REQUIREMENTS: MAXIMUM OF (10) 1" CONDUITS OR MAXIMUM OF (10) 1" DIA TYPE MC CABLES ARE ALLOWED TO BE ATTACHED TO EACH JOIST SPAN BOTTOM CHORD AND MAXIMUM OF (2) BUNDLES OF LOW VOLTAGE CABLES ARE ALLOWED TO BE ATTACHED TO EACH JOIST SPAN BOTTOM CHORD AND MAXIMUM OF (20) SINGLE LOW VOLTAGE CABLES ARE ALLOWED TO BE ATTACHED TO EACH JOIST SPAN BOTTOM CHORD C. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. NOT USED 2 LOW VOLTAGE CABLE SUPPORT LOCATION c'rni inr r%l i A AiK]ri A T r A rri i r -KIM CONDUIT HANGER DETAIL (PLAN VI BAR JOIST 1-1 /2' X 1-1 /2' X 12 GA STEEL CHANNEL WITH 1 /2",d HOLES ON 1-1 /2" CENTERS ATTACH THREADED RODS TO CHANNEL W/SELF HOLDING CHANNEL NUTS AND DOUBLE NUTS AND WASHERS BAR JOIST CONDUITS NOTES: A. MOUNT ASSEMBLY AS HIGH AS POSSIBLE, BUT MAINTAIN MIN 4" BELOW ROOF DECK. DO NOT INTERFERE W/WORK OF OTHER TRADES, BLOCK AIR DIST, FIRE PROTECTION OUTLETS OR LIGHT FIXTURES. DO NOT EXCEED 100 LBS PER POINT LOAD AT TOP CHORD OF JOIST CONDUIT HANGER SECTION CHANNEL PIPE STRAP SIZE AS REQUIRED MAXIMUM OF 1" CONDUIT(S) ARE ALLOWED TO BE ATTACHED TO JOIST BOTTOM CHORD. REFER TO DETAIL 9/11511 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. NOTES: A. DO NOT EXCEED 100 LBS PER POINT LOAD AT TOP CHORD OF JOIST — SECURE THREADED ROD WITH SELF HOLDING CHANNEL NUT, SIZE AS REQUIRED — CONTINUOUS THREADED ROD -3/8"jg MINIMUM, SIZE AS REQUIRED MAXIMUM OF 1" CONDUIT(S) ARE ALLOWED TO BE ATTACHED TO JOIST BOTTOM CHORD. REFER TO DETAIL 9/E511 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS HANGER LOAD SUPPORT SECTION NOT TO SCALE 11501 DETAIL —PERPENDICULAR NOT TO SCALE 11501 NOT TO SCALE 11501 NOT TO SCALE E501 NOT TO SCALE NOTES: A. MOUNT TRAPEZE ASSEMBLY AS HIGH AS POSSIBLE, BUT MAINTAIN CABLE(S) ARE ALLOWED TO BE SUPPORTED MIN 2" BELOW ROOF DECK. DO NOT FROM TOP CHORD OF JOIST (DO NOT EXCEED INTERFERE W/WORK OF OTHER 100 LBS PER POINT LOAD AT TOP CHORD OF TRADES, BLOCK AIR DISTRIBUTION, JOIST) FIRE PROTECTION OUTLETS OR 5 LIGHT FIXTURES. II DO NOT SUPPORT CABLES FROM WEB 11501 I B. HANG FROM TOP CHORD PANEL OF JOIST I POINT OF BAR JOIST. DO NOT FIRE ALARM, INSTRUSION, PAGING, EMS, COAX EXCELOADEAT10 0P LBS PER 0 OINOIST & CONTROL CABLES CAN BE INSTALLED ON - - - - - - - - - - - - - - JOIST FLANGE OR TOP OF BOTTOM CHORD C. MAXIMUM OF 1" CONDUIT(S) ARE (REFER TO GENERAL NOTES) ALLOWED TO BE ATTACHED TO CABLE(S) ARE ALLOWED TO BE SUPPORTED JOIST BOTTOM CHORD. REFER FROM BOTTOM CHORD OF JOIST (REFER TO TO DETAIL 9/E511 FOR CONDUIT/CABLE JOIST BOTTOM GENERAL NOTES) CHORD LOAD REQUIREMENTS. GENERAL NOTES: JL I A. REFER TO DETAIL 2/E501 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. SECURE CHANNEL AT EACH END B. MINIMUM OF 3" SEPARATION BETWEEN DATA CABLES AND ALL OTHER LOW VOLTAGE CABLES. TO TOP CHORD OF BAR JOIST O 0 AT PANEL POINT W/CHANNEL I CLIP AND SET SCREW C. INSTALLATION OF LOW VOLTAGE CABLES SHALL COMPLY WITH NEC 760.8 & 800.24 MECHANICAL EXECUTION OF WORK. 1-1/2" X 1-1/2" X 12 GA STEEL D. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE CHANNEL WITH 1/2')2f BOLT METAL DECKING. HOLES ON 1-1/2" CENTERS CHANNEL PIPE STRAP SIZE AS REQUIRED 6 HANGING LOAD SUPPORT DETAIL LOW VOLTAGE CABLE SUPPORT LOCATION 11501 NOT TO SCALE E5o1 DETAIL — PARALLEL & PERPENDICULAR NOT TO SCALE 5 3 11501 I SECURE CHANNEL AT EACH END TO 11501 SECURE CHANNEL AT EACH END TOP CHORD OF BAR JOIST AT PANEL TO TOP CHORD OF BAR JOIST POINT WITH CHANNEL CLIP & SET AT PANEL POINT WITH CHANNEL SCREW. TYPICAL. CLIP & SET SCREW. TYPICAL. MULTI CONDUCTOR I DO NOT SUPPORT TYPE MC 4/// � MOUNT TYPE MC CABLE ASSEMBLY TYPE MC CABLE. { I j I� CABLES FROM WEB OF JOIST / / AS HIGH AS POSSIBLE. MAINTAIN MIN 4" BELOW ROOF DECK. DO NOT II000000$000000 MOUNT TYPE MC CABLE ASSEMBLY INTERFERE W/ WORK OF OTHER {) AS HIGH AS POSSIBLE. MAINTAIN TRADES, BLOCK AIR DISTRIBUTION, MIN 4" BELOW ROOF DECK. DO NOT FIRE PROTECTION OUTLETS OR I INTERFERE W/ WORKOF OTHER! LIGHT FIXTURES. STANDARD STRUT CHANNEL--JTRADES, BLOCK AIR DISTRIBUTION, WITH TYPE MC SADDLE CLAMP. FIRE PROTECTION OUTLETS OR LIGHT 6'-0" 6'-0" MULTI CONDUCTOR TYPE MC CABLE FIXTURES. GENERAL NOTES: PROVIDE SUPPORT 6'-0" OC DO NOT SUPPORT TYPE MC TYPE MC CABLES CAN BE SUPPORTED CABLES FROM WEB OF JOIST A. TYPE MC CABLE ASSEMBLY SUPPORT IS ON JOIST FLANGE OR TOP OF GENERAL NOTES: REQUIRED FOR MC CABLE EXITING EDC BOTTOM CHORD (REFER TO GENERAL STANDARD STRUT CHANNEL AND ENTERING SALES FLOOR. NOTES) A. TYPE MC CABLE ASSEMBLY SUPPORT IS REQUIRED WITH TYPE MC SADDLE CLAMP. FOR MC CABLE EXITING EDC AND ENTERING B. MAXIMUM OF 1" DIA TYPE MC CABLE(S) ARE TYPE MC CABLES ALLOWED TO BE SALES FLOOR. TYPE MC CABLES ARE ALLOWED ALLOWED TO BE ATTACHED TO JOIST SPAN SUPPORTED FROM BOTTOM CHORD TO BE SUPPORTED FROM BOTTOM BOTTOM CHORD. REFER TO DETAIL 9/E511 OF JOIST (REFER TO GENERAL NOTES) B. MAXIMUM OF 1" DIA TYPE MC CABLE(S) ARE ALLOWED CHORD OF JOIST (REFER TO FOR CONDUIT/CABLE JOIST BOTTOM CHORD TO BE ATTACHED TO JOIST SPAN BOTTOM CHORD. GENERAL NOTES) LOAD REQUIREMENTS. REFER TO DETAIL 9/E511 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. C. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE C. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE METAL DECKING. TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. to TYPE MC CABLE SUPPORT DETAIL11 TYPE MC CABLE SUPPORT DETAIL PARALLEL & PERPENDICULAR GROUND(GRN) HOT (BLACK) SINGLE—LEVEL WIRING LOAD GENERAL NOTES: A. REFER TO DETAIL 2/E501 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. B. MINIMUM OF 3" SEPARATION BETWEEN DATA CABLES AND ALL OTHER LOW VOLTAGE CABLES. C. INSTALLATION OF LOW VOLTAGE CABLES SHALL COMPLY WITH NEC 760.8 & 800.24 - MECHANICAL EXECUTION OF WORK. D. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. 8� LOW VOLTAGE CABLE SUPPORT LOCATION CABLE(S) ARE ALLOWED TO BE ISSUES AND REVISIONS SUPPORTED FROM TOP CHORD 02-22-12 OF JOIST (DO NOT EXCEED PERMIT/CONSTRUCTION 100 LBS PER POINT LOAD AT ELEVATIONS TOP CHORD OF JOIST) DRAWN BY L. HATTENBERGER MINIMUM 4" CLEAR FROM BOTTOM OF ROOF DECk DO NOT SUPPORT CABLES TO TOP OF CABLE FROM WEB OF JOIST FIRE ALARM, INSTRUSIOl' CABLE(S) ARE ALLOWED TO BE PAGING, EMS, COAX & SUPPORTED FROM BOTTOM CONTROL CABLES MAY CHORD OF JOIST (REFER TO BE SUPPORTED ON GENERAL NOTES) JOIST FLANGE OR TOP OF BOTTOM VOICE, DATA, BACKBONE & CHORD (REFER TO CCTV CABLES GENERAL NOTES) FIRE ALARM, INSTRUSION, PAGING, EMS, COAX & ADP PROJECT 11100 CONTROL CABLES MAY BE SUPPORTED ON JOIST FLANGE OR TOP OF BOTTOM CHORD (REFER TO GENERAL NOTES) CABLES) ARE ALLOWED TO Dr- SUPPORTED ESUPPORTED FROM TOP CHORD OF JOIST (DO NOT EXCEED 100 LBS PER POINT LOAD AT TOP CHORD OF JOIST) DO NOT SUPPORT CABLES FROM WEB OF JOIST CABLE(S) ARE ALLOWED TO BE SUPPORTED FROM BOTTOM CHORD OF JOIST (REFER TO GENERAL NOTES) ONLY VOICE, DATA, BACKBONE & CCTV CABLES GENERAL NOTES: A. REFER TO DETAIL 2/E501 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. B. MINIMUM OF 3" SEPARATION BETWEEN DATA CABLES AND ALL OTHER LOW VOLTAGE CABLES. C. INSTALLATION OF LOW VOLTAGE CABLES SHALL COMPLY WITH NEC 760.8 & 800.24 - MECHANICAL EXECUTION OF WORK. D. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. LOW VOLTAGE CABLE SUPPORT LOCATION DETAIL — PERPENDICULAR NOT TO SCALE 11501 DETAIL — PARALLEL 12 POWER PACK 71 HIGH VOLTAGE (277V OR 120V) CONNECTION MADE INSIDE BOX POWER PACK NOTES: A. POWER PACK SHOULD NOT BE MOUNTED WITHIN FOUR FEET OF THE SENSOR B. ALL SWITCHES ARE LOCATED ON THE LOAD SIDE OF THE POWER PACK NOT USED NOT TO SCALE NOT USED NOT TO SCALE 11501 PARALLEL JOIST NOT TO SCALE 11501 NOT TO SCALE 11501 NOT TO SCALE 11 11501 NOT TO SCALE NOT TO SCALE DATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS 02-22-12 SANFORD,SNING o� PERMIT/CONSTRUCTION so4 ELEVATIONS RM �a� DRAWN BY L. HATTENBERGER ..AND CONFIGURATION ETAILS 1201 WP BALL BLVD RR D SANFORD, FL CHECKED BY B. BINKLEY 32771 ADP PROJECT 11100 T1966 TARGET STORE TITLE SANFORD,SNING o� r�966 so4 ELEVATIONS RM �a� ..AND CONFIGURATION ETAILS 1201 WP BALL BLVD RR D SANFORD, FL 32771 SHEET ED r 10 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 | � - LIGHT FIXTURE SCHEDULE - OWNER FURNISHED TYPE FIXTURE TYPE MOUNTING LAMPS BALLAST LIGHT CONTROL WATTS VOLTS MANUFACTURER MANUFACTURER'S CATALOG NUMBER KEY NOTES A14 2'X4'INDIRECT RECESSED GE (3) F28T81XLSPX35ECO GE 332 277N PERFORATED 70 277 LITHONIA 2AVG 3 32 MDR 277 1/3 GEPIS BDP QFC213A CHECKED BY B. BINKLEY MN|- FLUORESCENT TROFFER LAY -IN INDICATES NUMBER OF CENTER BASKET FEEL CONNECTIONS TO CIRCUIT GE835EXL28 NATS 111, 1/2 1,7,12 ADP PROJECT # 1,100 STRIP DESCRIPTION El EXIT SIGN -GREEN UNIVERSAL LED GREEN NA STENCIL GREEN 1.2 120/ 277 LITHONIA LQCW I G DESCRIPTION KVA CITY TYPE AMP/ POLE LETTERS W1 PRISMATIC DIFFUSER DESCRIPTIONKVA # AMP/ POLE TYPE CITY KEY NOTES: I CONTACT ACUITY LIGHTING VALERIE BORING (770) 860-2981'(800) 545-6o17,vowxe.bonng@ocuityumndo.com o TANDEM FIXTURES , PROVIDE MANUFACTURER'S FLEXIBLE WIRING SYSTEM. OWNER FURNISHED, CONTRACTOR INSTALLED 12 FIXTURES FURNISHED WITH LAMPS INSTALLED RCHITECT: 1220 ONE FINANCLAL PLAZA ARCHFMCT MINNIF-A-POLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical Engineers Gausman 700 Rosedale Towers �M_ 1700 West Highway 36 Roseville, Minnesota 55113 oore (651)639-9606 Fax 639-9618 Project No.:81844 LP- 14 EXISTING EXISTINGR00A11"S18DESCRIPTION 02-22-12 RECEPTACLE PERMIT/CONSTRUCTION MOTORS WINTER L - LIGHTING R "I aS I ? 78 KITCHEN PN - POWER NON -SEASONAL 3R - SPARE PW- POWER WINTER 3C - SPACE WN- MOTORSNON-SEASONAL * - CHECKED BY B. BINKLEY MN|- MOTORS NON -SEASONAL ( ) - INDICATES NUMBER OF INTERMITTENT FEEL CONNECTIONS TO CIRCUIT 2126A BUS ADP PROJECT # 1,100 DESCRIPTION LOAD LOAD BREAKER BREAKER LOAD LOAD LOAD DESCRIPTION KVA CITY TYPE AMP/ POLE # DESCRIPTIONKVA # AMP/ POLE TYPE CITY KVA AMP/ POLE # # AMP/ POLE TYPE CITY KVASPA FANSREF.R H030-EVAP 0.6 (1) PN 20V1 39 3 40 2011 R (5) 1 RECEPTACLE CE 0 IVNI 37 A 318 20111 SR 0 Demand Load KVA AMPS Type KVA Factor KVA 0 kIN 1 41 C 4,,? 201111 SR _0 SPAREDemand Load KVA AMPS Type KVA Factor KVA*Spares *Spares not included MNI 0.0 X1 = 0.0 MW 0.0 X1 = 0.0 27.4 Total Connected KVA MNI KT 0.0 X1 = x 0.65: 0.0 26.4 Total Demand KVA Total 27.4 26.4 73.3 Total Demand Amps FDATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS EXISTINGR00A11"S18DESCRIPTION 02-22-12 RECEPTACLE PERMIT/CONSTRUCTION MOTORS WINTER L - LIGHTING RAVVNBY L. HATTENBERGER KITCHEN PN - POWER NON -SEASONAL 3R - SPARE PW- POWER WINTER 3C - SPACE WN- MOTORSNON-SEASONAL * - CHECKED BY B. BINKLEY MN|- MOTORS NON -SEASONAL ( ) - INDICATES NUMBER OF INTERMITTENT CONNECTIONS TO CIRCUIT ADP PROJECT # 1,100 ' 23—FEB-2012 10]6 ` HL -5 STORE EXISTINGR00A11"S18DESCRIPTION R - RECEPTACLE WW- MOTORS WINTER L - LIGHTING KT- KITCHEN PN - POWER NON -SEASONAL 3R - SPARE PW- POWER WINTER 3C - SPACE WN- MOTORSNON-SEASONAL * - CFC|BREAKER MN|- MOTORS NON -SEASONAL ( ) - INDICATES NUMBER OF INTERMITTENT CONNECTIONS TO CIRCUIT LOAD LOAD BREAKER BREAKER LOAD LOAD DESCRIPTIONKVA CITY TYPE AMP/ POLE # # AMP/ POLE TYPE CITY KVASPA CE 0 IVNI 37 A 318 20111 SR 0 SPARESPACE 0 kIN 1 41 C 4,,? 201111 SR _0 SPAREDemand Load KVA AMPS Type KVA Factor KVA*Spares not included MNI 0.0 X1 = 0.0MW 0.0 X1 = 0.0 49.7 Total Connected KVAKT 0.0 x 0.65 0.0 62.1 Total Demand KVATotal 49.7 62.1 74.8 Total Demand Amps PANELBOARD LOAD LEGEND STORE R - RECEPTACLE WW- MOTORS WINTER L - LIGHTING KT- KITCHEN PN - POWER NON -SEASONAL 3R - SPARE PW- POWER WINTER 3C - SPACE WN- MOTORSNON-SEASONAL * - CFC|BREAKER MN|- MOTORS NON -SEASONAL ( ) - INDICATES NUMBER OF INTERMITTENT CONNECTIONS TO CIRCUIT T1966 TARGET STORE TITLE SANFORD, FL T1966 SO4 TRAINING RM EXPANSION V06A SCHEDULES CONFIGURATION 1201 WP BALL BLVD RR SANFORD, FL 32771 � SPRINKLER SUPERVISORY SYSTEM ALARM SYMBOL LIST SCOPE OF WORK 02-22-12 SCOPE- EMMP1kUe [14311 l0N EXCEED 100 LBS PER SPRINKLER SUPERVISORY A. DISCONNECT AND REMOVE ALL SIGNALING AND INITIATING DEVICES IN AREA ® CEILING HORN/STROBE WITH CD RATING OF 'LIMITS OF CONSTRUCTION' AS DEFINED IN DETAIL 1/E001. XX B. PROVIDE SIGNALING DEVICES AS SHOWN. MODIFY NAC CIRCUITS AS REQUIRED. D STROBE WITH CD RATING C. ALARM CONTRACTOR TO PROVIDE DEVICES COMPATIBLE WITH EXISTING FIRE ALARM XX SYSTEM. IT SHALL BE PERMISSIBLE TO REUSE EXISTING DEVICES. ALL DEVICES SHALL HORN/STROBE WITH CD RATING BE WHITE. CHORD OF JOIST) XX D. CONTACT TARGET ALARM CENTER AT 1.800.622.0650 PRIOR TO ANY MODIFICATIONS. E:J WALL STROBE WITH CD RATING *"-- XX ALARM WIRE LEGEND A. NOTIFICATION CIRCUIT SHALL BE 12/2 AWG TWISTED PAIR FPL. NOTE: FIRE ALARM CONDUCTORS SHALL BE SOLID. MINIMUM 4" CLEAR FRC BOTTOM OF ROOF DEC TO TOP OF CABLE FIRE ALARM, INSTRUSIC PAGING, EMS, COAX & CONTROL CABLES MAY BE SUPPORTED ON JOIST FLANGE OR TOP OF BOTTOM CHORD (REFER TO GENERAL NOTES) O � ED 1000 NICOLLET MALL MINNEAPOLIS, MINNESOTA 55403 P:\81844\00—ActiveCAD\1966e9Ol.dgn CABLES) ARE ALLOWED TO BE SUPPORTED FROM TOP CHORD OF JOIST (DO NOT EXCEED 100 LBS PER POINT LOAD AT TOP CHORD OF JOIST) DO NOT SUPPORT CABLES FROM WEB OF JOIST CABLE(S) ARE ALLOWED TO BE SUPPORTED FROM BOTTOM CHORD OF JOIST (REFER TO GENERAL NOTES) ONLY VOICE, DATA, BACKBONE & CCTV CABLES GENERAL NOTES: A. REFER TO DETAIL 5/E901 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. B. MINIMUM OF 3" SEPARATION BETWEEN DATA CABLES AND ALL OTHER LOW VOLTAGE CABLES. C. INSTALLATION OF LOW VOLTAGE CABLES SHALL COMPLY WITH NEC 760.8 & 800.24 - MECHANICAL EXECUTION OF WORK. D. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. (�I� LOW VOLTAGE CABLE SUPPORT LOCATION DETAIL - PARALLEL RCHITECT: 1220 ONE FINANCIAL PLAZA DAVID WILSON 120 south sixth street AxCHMCT MINNEAPOLIS, MN 55402 (612) 344-1975 Fax (612) 344-1183 Mechanical and Electrical Gausman Engineers 700 Rosedale Towers 1700 West Highway 36 &Moo rr e (651)111-9 Minnesota 55113 (651)639-9606 Fax 639-9618 Project No..:81844 CABLE(S) ARE ALLOWED TO ISSUES AND REVISIONS BE SUPPORTED FROM TOP 02-22-12 CHORD OF JOIST (DO NOT EMMP1kUe [14311 l0N EXCEED 100 LBS PER SPRINKLER SUPERVISORY TRAINING RM EXPANSION DRAWN BY L. HATTENBERGER CONFIGURATION POINT LOAD AT TOP SYSTEM PLANS 1201 WP BALL BLVD RR SANFORD,PL CHORD OF JOIST) CHECKED BY B. BINKLEY *"-- MINIMUM 4' CLEAR ADP PROJECT # »ioo FROM BOTTOM OFROOF (10) 1" CONDUIT OR 1" DIA DECK TO TOP TYPE MC CABLES OF CABLES CONDUIT(S) & CABLE(S) ARE ALLOWED TO BE ATTACHED TO BOTTOM CHORD OF JOIST (REFER TO LOAD REQUIREMENTS) GENERAL NOTES: (2) BUNDLES OF 50 A. MAXIMUM OF 100 LBS TOTAL LOAD OF EQUIPMENT IS ALLOWED TO BE ATTACHED LOW VOLTAGE CABLES TO EACH JOIST SPAN BOTTOM CHORD. WHEN LOAD REQUIREMENTS LISTED BELOW ARE ATTAINED, ATTACH ADDITIONAL CONDUIT(S) AND CABLE(S) TO JOIST TOP CHORD. B. LOAD REQUIREMENTS: MAXIMUM OF (10) 1" CONDUITS OR MAXIMUM OF (10) 1" DIA TYPE MC CABLES ARE ALLOWED TO BE ATTACHED TO EACH JOIST SPAN BOTTOM CHORD AND MAXIMUM OF (2) BUNDLES OF LOW VOLTAGE CABLES ARE ALLOWED TO BE ATTACHED TO EACH JOIST SPAN BOTTOM CHORD AND MAXIMUM OF (20) SINGLE LOW VOLTAGE CABLES ARE ALLOWED TO BE ATTACHED TO EACH JOIST SPAN BOTTOM CHORD C. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. LOW VOLTAGE CABLE SUPPORT LOCATION DETAIL - PERPENDICULAR NOT TO SCALE ,tt+� i a s 0% STATE OF TAR A, tOR1 02-22-2012 GET V8" =1'-0" CABLE(S)ARE ALLOWED TO BE SUPPORTED FROM TOP CHORD OF JOIST (DO NOT EXCEED 100 LBS PER POINT LOAD AT TOP CHORD OF JOIST) DO NOT SUPPORT CABLES FROM WEB OF JOIST FIRE ALARM, INSTRUSION, PAGING, EMS, COAX & CONTROL CABLES CAN BE INSTALLED ON JOIST FLANGE OR TOP OF BOTTOM CHORD (REFER TO GENERAL NOTES) CABLEtS) AR.E ALLOWED TO BE SUPPORTED FROM BOTTOM CHORD OF JOIST (REFER TO GENERAL NOTES) GENERAL NOTES: A. REFER TO DETAIL 5/E901 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. B. MINIMUM OF 3" SEPARATION BETWEEN DATA CABLES AND ALL OTHER LOW VOLTAGE CABLES C. INSTALLATION OF LOW VOLTAGE CABLES SHALL COMPLY WITH NEC 760.8 & 800.24 - MECHANICAL EXECUTION OF WORK. D. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. r -6"'N LOW VOLTAGE CABLE SUPPORT LOCATION DETAIL - PARALLEL & PERPENDICULAR NOT TO SCALE DATE ISSUED 22 FEBRUARY 2012 ISSUES AND REVISIONS 02-22-12 BP -3.0 EMMP1kUe [14311 l0N so4 V06A SPRINKLER SUPERVISORY TRAINING RM EXPANSION DRAWN BY L. HATTENBERGER CONFIGURATION SYSTEM PLANS 1201 WP BALL BLVD RR SANFORD,PL CHECKED BY B. BINKLEY ADP PROJECT # »ioo . 23—FEB-2012 10:16 z ROOF DECK ULINLKAL INU I t: THIS IS A TYPICAL TERMINATION DETAIL SHEET. SOME APPLICATIONS MAY APPEAR ON THIS SHEET AND MAY NOT BE REFERENCED ON THE FLOOR PLAN CEILING HORN /STROBE UNIT WIRING COMPRESSION FITTING 4' SQUARE X 2" DEEP BACKBOX WITH 2" DEEP EXTENSION RING AS REQUIRED T -BAR CLIP T -BAR REMOVABLE CEILING TILES HORN/STROBE UNIT E901 NOT TO SCALE ACCEPTABLE HERE SMOKE DETECTOR 000 CEILING NEVER HERE NOTE: NEASUREMENTS SHOW ARE TO THE CLOSEST EDGE OF THE DETECTOR. TOP OF DETECTOR NFPA 72. ACCEPTABLE HERE. DEVICE TO PROTRUDE NO MORE THAN 4 IF IN CORRIDORS AND WALKWAYS. WALL MOUNTED VISUAL DEVICES SHALL BE SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80"AND NOT GREATER THAN 96' AFF. THE OPERABLE PART OF EACH MANUAL PULL STATION SHALL BE NOT LESS THAN 42"AND NOT MORE THAN 52' AFF. F 0 WALL MOUNTED VISUAL DEVICE. 0 1( 3 1 MOUNTING HEIGHTS NUAL PULL ATION. =ER TO ELECTRICAL NNS FOR SPECIFIC UNTING HEIGETS. FINISH FLOOR NOT TO SCALE GENERAL NOTES: A. REFER TO DETAIL 5/E901 FOR CONDUIT/CABLE JOIST BOTTOM CHORD LOAD REQUIREMENTS. B. MINIMUM OF 3" SEPARATION BETWEEN DATA CABLES AND ALL OTHER LOW VOLTAGE CABLES. C. INSTALLATION OF LOW VOLTAGE CABLES SHALL COMPLY WITH NEC 760.8 & 800.24 - MECHANICAL EXECUTION OF WORK. D. DO NOT RUN ANY TYPE OF CABLE BETWEEN THE TOP CHORD OF THE BAR JOIST AND THE METAL DECKING. LOW VOLTAGE CABLE SUPPORT LOCATION DETAIL - PERPENDICULAR NOT TO SCALE CABLE(S) ARE ALLOWED TO BE SUPPORTED FROM TOP CHORD OF JOIST (DO NOT EXCEED 100 LBS PER POINT LOAD AT TOP CHORD OF JOIST) DO NOT SUPPORT CABLES FROM WEB OF JOIST CABLE(S) ARE ALLOWED TO BE SUPPORTED FROM BOTTOM CHORD OF JOIST (REFER TO GENERAL NOTES) VOICE, DATA, BACKBONE & CCTV CABLES FIRE ALARM, INSTRUSION, PAGING, EMS, COAX & CONTROL CABLES MAY BE SUPPORTED ON JOIST FLANGE OR TOP OF BOTTOM CHORD (REFER TO GENERAL NOTES) T1966 TARGET STORE TITLE SANFORD, FL n966 so4 V06A SPRINKLER SUPERVISORY TRAINING RM EXPANSION CONFIGURATION SYSTEM PLANS 1201 WP BALL BLVD RR SANFORD,PL 32771 SHEET E901