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Home My WebLink About15060174 Building PlansI��CNAI�ICA� EAI� SCHED�� ST�lIC PRESSURE �IOTOR D�T� E�ECTRICA� D/�TA M/�XIMI�M F�OW RAlE BASIS OF DESIGI� WEIGHT TAG EXTERI�AI_ I�v FI_OVV I_OAD SPEED I�CA i�OCP I.OUDI�ESS I�OTFS V01_TAG E C�M II� WG II� WG NP RPM ,�MPS AMPS SONCS N1A�I�JEACTI�RER MODC� OR SERICS �BS EX-1 100 0.1 — — 1,380 0.5 20 120 d.1 Brcan ND80 7.0 I�ECHANICAL GENERAL NOTES 1. A�L WORK SHA�L COMPLY WITH ALL NATIONAL STATE LOCA� CODES AND ORDINANCES PERTAINING TO THE WORK IN THIS PROJECT. 2. COORDINATE WORK WITH A�L OTHER TRADES INCLUDING, BIJT NOT LIMITED T0, CIVIL, ARCHITECTURAL, STRl1CTl1RAL, PLUMBING, AND ELECTRICAL. � II 3. PROVIDE A MINIMUM OF 10-0 BETWEEN EXHAUST OtJTLETS PLUMBING VENTS AND ALL OIITSIDE AIR INTAKES. 4. CONTRACTOR SHALL NOT �OCATE ANY DUCT OR PIPIN� DIRECTLY OVER ANY ELECTRICAL PANEI., SWITCHGEAR, TRANSFORMER, ETC. COORDINATE LOCATIONS OF DUCTS AND PIPING WITH THE ELECTRICAL CONTRACTOR TO AVOID THESE CONFLICTS. 5. THESE DRAWINGS INDICATE REQl11RED SIZES AND POINTS OF TERMINATION FOR PIPING DUCTWORK CONDl11T ETC, ROUTING NOT SHOWN CONTRACTOR IS RESPONSIBLE FOR PROVIDIN6 THE APPROPRIATE OFFSETS AND FITTING, AS REQUIRED. CONTRACTOR SHALL INSTA�L HIS WORK IN A MANNER THAT WILL CONFORM WITH THE STRUCTURE. CONTRACTOR SNALL AVOID OBSTRUCTIONS, PRESERVE HEAD ROOM AND MAINTAIN MAXIMUM CLEARANCE WITHOUT ADDITIONA� COST TO THE OWNER. 6. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE. 7. WORK SHAL� INC�l1DE STARTl1P OF ALL SYSTEMS, FURNISHING OF OPERATING AND MAINTENANCE INSTRIJCTIONS AND ONE (1) YEAR �UARANTEE, COMMENCING ON DATE OF ACCEPTANCE BY TNE OWNER. 8. TESTING, ADJIJSTING, AND BALANCING OF COMPLETED SYSTEM SHA�L BE PERFORMED PER ASSOCIATED AIT BALANCE CONTROL (AABC) STANDARDS. 9. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALI.S AND CEILINGS, WHERE REQUIRED, TO SERVICE DAMPERS, AND OTHER CONCEALED MECHANICAL EQUIPMENT. ACCESS PANELS IN RATED CONSTRUCTION SHALI. BE RATED AS REQUIRED BY THE APPLICABLE RATED ASSEMB�Y. THIS INCLUDES ANY DAMPERS INSTALLED AT THE SECOND FLOOR UNITS TNAT ARE NOT ACCESSIB�E FROM THE ATTIC (IE DAMPERS INSTAI.LED AT THE LOW ATTIC PORTION ON THE WEST END OF THE BUILDING). 10. AL� AIR CONDITIONING CONDENSATE DRAIN LINES FROM EACH AIR NANDLING UNIT 11 Ii SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET WITH P TRAP AND ROUTED TO AN APPROPRIATE DRAINAGE LOCATION. DRAINAGE LOCATION SHAL� BE �OCATED SUCN THAT ANY DRAINAGE DOES NOT STAIN EXTERIOR SURFACES OF THE BUILDING, IF DRAINED DIRECT�Y TO THE EXTERIOR. REFER TO THE MANUFACTURER'S INSTR�CTIONS FOR APPROPRIATE DEPTH OF CONDENSATE TRAPS. 11. 11NLESS OTHERWISE NOTED, AL� LOW VOLTAGE WIRING (24 VOLTS AND LESS) SHALL BE PROVIDED AND INSTA�LED BY THE MECHANICAL CONTRACTOR FOR AL� MECHANICAL E UIPMENT INDICATED AND INFERRED ON TNE MECHANICAL Q DRAWINGS. TNIS INC�l1DES FAN COIL UNITS, AIR COOLED CONDENSING 11NITSIHEAT PUMPS, FANS, E�ECTRIC WA�L HEATERS, ETC. UNLESS NOTED OTHERWISE, LINE VOLTAGE WIRING (120 VOLTS AND GREATERj SHALL BE PROVIDED AND INSTAL�ED BY THE ELECTRICAL CONTRACTOR. 12. COORDINATE WITN GENERAL CONTRACTOR FOR FLASHING OF ANY ROOF PENETRATIONS. 13. CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL BE SIZED, LOCATED, AND INSTALLED BY THE MECHANICAL CONTRACTOR, AS NEEDED. MINIMIJM CONCRETE PAD THICKNESS SHALL BE 3112". PAD SHALL EXTEND BEYOND THE E QUIPMENT A MINIMUM OF 6" ON EACH SIDE. COORDINATE WITH THE �ENERAL CONTRACTOR PRIOR TO BEGINNING WORK. 1. THERMOSTAT FOR EXISTING SPLIT SYSTEM. 18 - 8 AWG WIRE TO BE USED. 2. RECESSED CEILING EXHAUST FAN, EXHAUST TO ROOF. WIRE TO RUN CONTINUOUSLY, 50 CFM MIN. 3. EXISTING AIR HANDLER S�SPENDED ABOVE LAY-IN CEII.ING. ADJIJST UNITS TO PROVIDE A TOTAL OF 945 CFM OF Ol1TSIDE AIR A6GREGATE BETWEEN BOTH EXISTING UNITS. 3-6 / 7-0 - ` � - - � , _ � '� -- -- - � -- , ; � - ., ; �a =,�, - --, ; ��- � a �F = �,� '�, �� -� - r �r = _�� , � , �� " J �r� -�� '' � ', ' � �� =_ , � ��, ' q -- -- — -- I-, .--.-...- ____ ____ ___=:r _.-.- ...-.--IJ. p ni4 i;r 4 p .�iL�.�.`_ _____ _��s, ___ ___ ___ ___ ___ __- � r - ,ni._._ __�.�II .�,_ r�_ , .. _ .... ....._ .. .... ..... __.... .....__ .... ....._ ..... _.... ..... _ ... ......_ . ..... ..... - - f '_ � � ir , i iiiLL __ __ __ r_ __ _JJ Ii iLL..... - _ __ _�Jji fl i�L _-- -- �-- -_ --_ --_ -- -- -y � � -- -- -- .....-.-�..e. .-1, :t:,,. 11�-{ -- � — — �-= _= ==� � �-� -- --� ��i � � -- -- - -- -- -- -- -- =_� € -- --- -- -� � __ _=��__ ' i �-i- - - - - - �J — — — _ = i i i � -- � --- - -' iii � i -. :. ... ......--..... .....-- �� - - .. - -- -- --__- -__ -__ .. _.:._ ..:..__ --- .. .. ---- � �-- �.li �.:. i � --�-. .i� ....._ �.:..r_ �.� -�. ..:"_� ..:.-I I ______ _�_____ __....._ ...� T . ..'. . .�..,__'_.. 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ALL Ol1TLETS IN SERVING AND RESTROOM AREAS TO BE ON GROUND FAULT 10. CONTRACTOR SHAL� COORDINATE WITH THE MECHANICA� AND PLUMBING CIRCUITS. CONTRACTORS FOR EXACT LOCATIONS OF EQUIPMENT PRIOR TO ROUGH-IN. 2. ALL SWITCNES TO BE MOUNTED AT 48" A.F.F. TO CENTER OF SWITCH, U.0.1. REFER TO KITCHEN DRAWIN�(S) FOR ADDITIONAL EQl11PMENT REQl11REMENTS 11 3. ALL OIITLETS TO BE MOl1NTED AT 18 A,F.F. TO CENTER OF OUTLET tJ.O.I. FOR SERVING AND PREPARATION AREAS. 4. ALL ELECTRICAI. WORK TO COMP�Y WITH Cl1RRENT ELECTRICAL CODE, WHETHER 11. COORDINATE WITH OWNER FOR FINA� FIXTl1RE SELECTIONS PRIOR TO OR NOT INDICATED ON DRAWINGS. PURCHASING FIXTURES INDICATED ON fIXTl1RE SCHEDULE. 5. COORDINATE EQl11PMENT I APPLIANCE / FIXTtJRE LOCATIONS AND REQUIREMENTS 12. COORDINATE ACTUA� DATA OUTLET LOCATIONS WITH OWNER. PRIOR TO INSTA�LATION. 13. E�ECTRICAL BREAKER BOX SHA�L BE F�IJSH I RECESSED MOUNTED. 6. OUTLETS IN KITCHEN AND BATHROOM AT COUNTERTOPS SHAL� BE MOUNTED AT 14. Ml1�TIPLE SWITCHES SHOWN ADJACENT IN PLAN SHA�I BE INSTALLED IN A SINGLE 48" A.F.F. TO THE CENTER OF THE OtJTLET, tJ.O.I. Ml1�Tl-GANG SWITCH BOX, U.0.1. MULTIPLE SWITCHES LOCATED IN A Ml1�Tl-GANG 7. ALL 120V., 20 AMP CIRCUITS OVER 100'-0" IN LEN6TH SHALL BE #10 AWG. SWITCH BOX SHALL BE WIRED IN THE ORDER SHOWN ON THE PLANS. 8. CONTRACTOR SHA�L COORDINATE WITH A�L OTHER TRADES TO AVOID CONFLICTS 15. COORDINATE FINAL �IGHTING LAYOUT WITH FINAL MECHANICA� DUCTWORK. OF SPACE. 9. CONTRACTOR SHA�L COORDINATE THE EXACT LOCATION OF ALL DEVICES WITH ALL OTHER TRADES PRIOR TO ROtJGN-IN. EXACT �OCATION TO BE DETERMINED IN TNE FIELD, tJN�ESS NOTED OTHERWISE. 1. APPLIAN E W TNIN I NT F BRAN H- I IT W T H IR T B E KER . RDINATE RE EPTA E TL T M T N NEI NT AND RIENTATI WITH C I S � 0 C C RCU S I C 1 C CUI R A 5 C00 C C� 1 OU E Ol1N I G G 0 ON THEREFORE DISCONNECT MAY BE E�IMINATED. COORDINATE WITH �OCAI FIE�D CONDITIONS AND EQtJIPMENT REQIJIREMENTS. INSPECTOR. 6. EXISTING AIR HANDLING tJNIT LOCATED ABOVE �AY-IN CEILING. ADJUST CEILING 2. PROVIDE SECURITY COVER FOR THERMOSTAT OR PROVIDE REMOTE TNERMOSTAT HEIGHT AS NEEDED TO PROVIDE SUFFICIENT CLEARANCE FOR RECESSED SENSOR CONNECTED TO CONTROLLER LOCATED IN SECURE AREA. COORDINATE FIXTURES INDICATED. REFER TO MECHANICAI. DRAWINGS FOR ADDITIONAL WITH MECHANICAL CONTRACTOR. RE UIREMENTS. Q 3. RECEPTACLE FOR MICROWAVE. COORDINATE MOUNTING HEIGHT WITH 7. CENTER FIXTURE ON DOOR OPENWG. MICROWAVE SHELF. 8. FIXTURE CONNECTED TO PNOTOCE�I SENSOR. ALTERNATIVELY, FIXTURES WITH 4. APPROXIMATE DISTANCE FROM EXISTING WALL TO CENTER OF NEW WALL 1 INTE�RA� PHOTOCE�L SENSORS MAY BE SUBSTITIJTED. CASEWORK. COORDINATE ROUGH-IN WITH FIELD CONDITIONS. ELECTRICAL SYNIBOL LEGEND � CEILING MOl1NTED FIXTURE WALL MOIJNTED FIXTURE CEILING HUNG PENDANT FIXTURE WA�L MOIJNTED VANITY FIXTIJRE CEILING HUNG CHANDELIERILARGE PENDANT RECESSED CAN FIXTURE RECESSED DIRECTIONAL CAN FIXTURE -��- TRACK LIGHTING FIXTIJRE 2X4 �AY-IN FIXTURE � SINGLE POLE SWITCH �3 3-WAY SWITCH �4 4-WAY SWITCH �F FAN SWITCN D�SINGLE POLE SWITCH WITH DIMMER D�3 3-WAY SWITCH WITH DIMMER � PHOTOCELL SWITCH � MOTION SENSOR SWITCN QJ JUNCTION BOX QT THERMOSTAT FOR SP�IT SYSTEM QM MOTOR CONNECTION � SPECIAL EQUIPMENT CONNECTION DUPLEX RECEPTACLE � Ground Fault Interupter � DUPLEX RECEPTACLE SWITCNED DUPLEX RECEPTAC�E �(1) receptacle to be switched, (1) receptacle always on � APPLIANCE RECEPTAC�E � N = DATA OUTIET Q-� EQUIPMENT SHUTOFF UB DOORBEL�BUTTON Q UNIT INTERCOM PANE� BATHROOM EXHAl1ST FAN �F Recessed Ceiling Mounted BATHROOM EXHAl1ST FAN � F Recessed Wall Mounted � ELECTRIC PANEL � CABLE TV DISTRIBUTION PANEL e CEILING MOUNTED EXIT SIGN Arrows indicate directional (if included) WALL MOUNTED EXIT SIGN Arrows indicate directional (if included) � EMERGENCY LIGHT Wl BATTERY BACKUP g REMOTE EGRESS EMERGENCY LIGHT F SMOKE DETECTOR ❑ SD � � FIRE A�ARM PIJLL STATIdN FIRE A�ARM HORN 3-6 - 8 �--__ '' 7 \� � _ - __ - � ', '�. , ;,, � ' � �T-8 ' ' ' - , � ,, , � �-- , � .._ ,o - - - � � �r - � o �F - -��, ��; � _- � , � -- a - � - � � -__ � � ` _ , �,� � �'� �� .�� EX-2 ', ---- -� r' -��1 � ' � �>, �� i .... -_ .. � � i i i i �r�z ____ ____ ____ ____ ____' __ -=��i_______��I��__ _ __� ii'� i ___s ......-. .. ii ii� ip u �� p ii L3�_ ____ _.�, ___ _ r ___ ____ _ __ A �-y� _ ___ ___ __ ___ ___ __ ___ - __ r ___ ur- ii � r__ ____ ___ p i� r�____ __ ____ ______� q ____ ___ ____ ___ ___ ___ ___ ___ __ ____ _____ ____ ___� u ' i __ � i i L. .....__..... ___ _______ .__._ ..__..... _....._.__.I i fl i I___. _____ _� i (1 i I... ._.__._.._ .. .._._._._.. . _._._._ .. _.._.. .._._.. .._._._ .. . ._._. . _._. . ._._._.... 1 � ..__... .Ea.�.=-�. 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REB , �, __ __ _ __ ___ _.. - - - - - �, � _J�- __%_ __=_� ___ ,_------- , - __ _- =---- --------------� _ -------- " ' ' ",``\ � � � ,'� i - - - - i -�T �, � � „� � „ i � i � n��_ , � i �� i�� '�� --------'-L'�-� " � � �'-LL============- -�� " � L-------------�� a�.� � a�� a�_ _ � � , , , ��„ i � � �----------= � �� _ - �� -_ -_ ,� ��__� �� - - " `�� ELECTRICAL �; �� ; ��______________________________________________ ____________________________________________= PLANS E�ECTRICA� POWER PLA� 1 /4" = 1'-0" ■ CONNECTIONS TO BE MADE WITHIN 5' OF POINT OF ENTRANCE OF PIPE, IF AVAILABLE, OTHERWISE CONNECT DIRECTLY TO GROUND ROD METAL FRAME OF BUILDIN�, IF AVAILABLE, OTHERWISE CONNECT DIRECTLY TO �ROUND ROD. SERVICE EQtJIPMENT GROUNDING ELECTRODE CONDUCTOR METAL UNDERGROUND PIPE � � � � � ' � ♦ N.T.S. GENERAL ELECTRICAL NOTES 1. ALL OUTLETS IN SERVING AND RESTROdM AREAS TO BE ON GROUND FAl1�T CIRCtJITS. 2. ALL SWITCHES TO BE MOIJNTED AT 48" A.F.F. TO CENTER OF SWITCH, U.0.1. 3. ALL OUTLETS TO BE MOUNTED AT 18" A.F.F, TO CENTER OF OUT�ET, U.0.1. 4. ALL ELECTRICAL WORK TO COMPLY WITH CURRENT ELECTRICAL CODE, WHETHER OR NOT INDICATED ON DRAWINGS. 5. COORDINATE EQUIPMENT 1 APPLIANCE I FIXTURE LOCATIONS AND REQUIREMENTS PRIOR TO INSTAL�ATION. 6. OIJT�ETS IN KITCNEN AND BATHROOM AT COl1NTERTOPS SHALL BE MOl1NTED AT 48" A.F.F. TO THE CENTER OF THE OUTLET, U.0.1. 7. ALL 120U., 20 AMP CIRCUITS OVER 100'-0" IN LENGTH SHALL BE #10 AWG. 8. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO AVOID CONFLICTS OF SPACE. 9. CONTRACTOR SHALL COORDINATE TNE EXACT LOCATION Of AL� DEVICES WITH ALL OTHER TRADES PRIOR TO ROUGH-IN. EXACT LOCATION TO BE DETERMINED IN TNE FIELD, UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL COORDINATE WITN THE MECHANICAL AND PLUMBIN6 CONTRACTORS FOR EXACT LOCATIONS OF EQUIPMENT PRIOR TO ROUGH-IN. REfER TO KITCHEN DRAWING(S) FOR ADDITIONAL EQUIPMENT REQUIREMENTS FOR SERVING AND PREPARATION AREAS. 11. COORDINATE WITH OWNER FOR FINAL FIXTURE SELECTIONS PRIOR TO PURCHASING FIXTURES INDICATED ON FIXTURE SCNEDULE. 12. COORDINATE ACTUAL DATA OUTLET �OCATIONS WITH OWNER. 13. ELECTRICAL BREAKER BOX SHALI. BE FLUSH 1 RECESSED MOUNTED. 14. MULTIPLE SWITCHES SHOWN ADJACENT IN PLAN SHAL� BE INSTA�LED IN A SING�E MULTI-GANG SWITCH BOX,11.0.1. Ml1LTIPLE SWITCHES LOCATED IN A MULTI-GANG SWITCH BOX SHA�L BE WIRED IN THE ORDER SNOWN ON THE P�ANS. 15. COORDINATE FINA� LIGHTING LAYOIJT WITH FINAL MECHANICAL DIJCTWORK. Fixture Schedule Fixture Mount Lamp # I.ocation (Note #1) CZTY Type Watts / Lamp Manf. Mode) QTY (Mote #2) Notes LT-1 Serving Pendant 1 LED 20 W Rose City A4527 6 F32T83500 �amp LT-2 Dining Wall TBD TBD 2 Decorative fixture, Coordinate mounting height in field 11 Watt �ED A Lamp, coordinate LT-3 Restroom Wall 2 �ED 11 W Sea Gull Lighting 44061-05 2 mounting height to locate fixture above mirror LT-4 Dining, Restroom, Serving Recessed 1 Fluorescent 26 W Nora �ighting NNPT-2642EL 44 4-Pin Triple Tube �amp Ceiling LT-5 Preparation �ay-In 2 Fluorescent 32 W Simkar TY244-232B11-UNV 4 F32T83500 �amp LT-6 Dining, Serving Ceiling 3 TBD TBD 8 Track light LT-7 Exterior Entrance Wall 1 LED 25 W Custom 2 Graeter's Custom fixture LT-8 Exterior Rear Exit Wall TBD TBD 1 EM-1 q�� Recessed 2 Halogen 5 W Exitronix LL90 7 �ow profile Ceiling EX-1 Exterior Exits Wal) 2 LED 2 W Exitronix VLED-EL90-R 2 Each head 1.1 Watt EX-2 Exterior Exits Wall 1 LED 1 W Exitronix CLED-WP 2 1.1 Watt head Note: 1) If fixture weighs more than 50 Ibs, then fixture shall be supported by means other than the electrical box. 2} Quantities provided for convenience only; contractor/installer/purchaser is responsible for quantities required for actual field conditions. TRANSFORMER 200 AMP, 40 TENANT BREAKER pANEL PANEL 4 - 310 WITH #4 GND SEPARATE GROIJND MAY BE ELIMINATED IF EXISTIN6 SYSTEM GROl1ND IS DETERMINED TO BE SUFFICIENT FOR TOTAL LOAD DISCONNECT 200 EXISTING EXISTING GND METER BASE � � ' � � � � � � N.T.S. Panel P1 200 Amps 120��08 �ol��s �� Phase �Ic�ir� Br��er�� n � �� CKT. Circuit O I'1 I'1 P C� E� � � O Q C� �� Circuif CI<T. p Breaker Phase G1 Phasc� 3 Pl�ase C Breaker � e S C I'� I.� I O I'1 FlC Condensiny Unit #1 1 2P-SOA 4.0 4.�J 2P-SOA 2 AC Condensing Unit ��2 AC Condensing Unif #1 3 2P-50A 4.0 4.0 P-SOA � AC Condensing Unit //2 Fumace #7 5 1P-2�A 1.7 7J 1P-20A 6 Furnoce �/2 Water Heater 7 2P-30A 4.5 4.0 2P-30A 8 Walk-ln Freezer Water Heater 9 2F-30A 4.5 �.0 2F'-30A 70 Walk-In Freezer Extcrior Signage 17 1P-20A 1.8 7.8 7P-20A 72 Walk-In Freezer poor Heci Lts Genera( I�'urpose Receptacles 13 7P-20A 1H 1.H 7P-20A 74 Bathroom Receptades Phone/Network Equlp. Recept. 75 1P-20A 1.8 1.8 1P-20A 16 Managers Desk Receptade Microwave Oven 17 iP-20A 7.8 7.8 iP-20A 78 Prep Table W�Reach In Ice Cream Dippiny Cabinot #1 19 1P-20A 1.8 7.8 1P-20A 20 Weffle �3aker #7 Ice Cream Dipping Cabinet #2 27 7P-20A 1.8 1.8 7P-20A 22 Waffle Boker #2 Ice Cream �ipping Cabinet #3 23 1P-20A 1.8 i.8 1P-20A 24 Fudge Pump #7 Point of Sale #1 25 7P-20A L8 1.8 7P-20A 26 Fudge Pump �/f2 Point of Sale #2 27 7P-20A 7.8 7.8 7P-20A 28 Freezer Disploy Cose Blondor ffl 29 1P-20A 7.8 7.8 1P-20A 30 Manitowoc Ico Machino Blender #2 .31 iP-20A 7.8 1.8 iP-20A 32 Rear.h In Coke Cooler Reach In Freezer #? 33 1�'-20A 1.8 1.8 1�'-20A 34 Carbonator Reach In Freezer �{�2 35 7P-20A 7.8 1.8 7P-20A 3fi Soda Dispen,er Dining Room Lighting 37 1P-2�JA i.8 1.8 1P-2�JA 38 7rack Liyhting Dlning Roc�m Lighting 39 7P-20A 7.8 7.8 7P-20A 40 Track Ligh2ing Prep Area L'rgh'ting 47 1P-20A 7.8 7.8 1P-20A 42 Ernergency Lighting Bathroom Lighting 43 1P-20A 1.8 44 Spaco Space 45 �6 Space Spaco 47 48 Spaco Space 49 50 Space Space 57 52 Space Space 53 54 Space Space 55 So Space Sp�ce 57 58 Space Space 59 58 Space To��ta� Conne��tecl Loacl 94,8 35�3 3��,5 r 5.0 229000 /�IC `��°o�\"�� B. G/gs''�•°��% .� oP,.��sTFRF.��'; No. * :AR19300148: * . STATE OF , yR.�• -, .,.T � �' �' �' U Z � H � � U tn W 0 PROJECT #: �' � LJ � • i � i • . �' . �' '` • � . 1 � 'i 1 .• ELECTRICAL SCHEDS & DTLS UPDN AB B R E V I A T I O N S DIA M E T E R B L K G . B L O C K I N G DS . D O W N S P O U T F. H . F I R E H Y D R A N T H T . H E I G H T M F R . / M A N U F . M A N U F A C T U R E R PA R T ' N . P A R T I T I O N S . S O U T H T E L . T E L E P H O N E W . H . W A T E R H E A T E R SQ U A R E F O O T / F E E T DW G . D R A W I N G F. O . F . F A C E O F F I N I S H H . M . H O L L O W M E T A L M . H . M A N H O L E P . L . P R O P E R T Y L I N E S . A . N . S C A L E A S N O T E D T & G T O N G U E A N D G R O O V E W / O W I T H O U T @ A T C / J C E I L I N G J O I S T F.O . M . F A C E O F M A S O N R Y H O R . / H O R I Z . H O R I Z O N T A L M I N . M I N I M U M P L A S . P L A S T E R S . A . T . S U S P E N D E D A C O U S T I L E T H K . T H I C K N E S S W . R . W A T E R R E S I S T A N T CE N T E R L I N E CL G . C E I L I N G E . E A S T F . O . S . F A C E O F S T U D H D W D . H A R D W O O D M I S C . M I S C E L L A N E O U S P L B G . P L U M B I N G S . C . S O L I D C O R E T . O . C . T O P O F C U R B # P O U N D O R N U M B E R CL R . C L E A R E A . E A C H F / S F L O O R S I N K H V A C HE A T I N G , V E N T I L A T I O N A N D AIR C O N D I T I O N I N G M.O . M A S O N R Y O P E N I N G P L W D . / P L Y W D . P L Y W O O D S C H E D . S C H E D U L E T . O . P . T O P O F P A R A P E T (E ) E X I S T I N G C . M . C O N S T R U C T I O N M A N A G E R E L E C . E L E C T R I C A L F . S . R . F I R E S P R I N K L E R R I S E R MT . / M N T ' D M O U N T E D P . T . P R E S S U R E T R E A T E D S E C T . S E C T I O N T . O . S . T O P O F S H E A T H I N G (N ) N E W C . M . U . C O N C R E T E M A S O N R Y U N I T E L . E L E V A T I O N F T . F O O T / F E E T I . D . I N S I D E D I A M E T E R M U L . M U L L I O N SH T . S H E E T T . O . W . T O P O F W A L L C/O C L E A N O U T E . P . E L E C T R I C A L P A N E L F T G . F O O T I N G I N . I N C H Q.T . Q U A R R Y T I L E S H T G . S H E A T H I N G T Y P . T Y P I C A L A.B . A N C H O R B O L T C O N C . C O N C R E T E E Q . E Q U A L F U T . F U T U R E I N S U L . I N S U L A T I O N N . N O R T H SIM . S I M I L A R U B C U N I F O R M B U I L D I N G C O D E A/C A I R C O N D I T I O N I N G C O N N . C O N N E C T I O N E Q U I P . E Q U I P M E N T IN T . I N T E R I O R N . I . C . N O T I N C O N T R A C T R . R I S E R S P E C . S P E C I F I C A T I O N U . N . O . o r U . O . N . U N L E S S O T H E R W I S E N O T E D AC O U S . A C O U S T I C A L C O N S T R . C O N S T R U C T I O N E . W . E A C H W A Y G A . G A U G E J T . J O I N T N O . N U M B E R R A D . R A D I U S S Q . S Q U A R E A. F . F . A B O V E F I N I S H F L O O R C O N T . C O N T I N U O U S E X I S . E X I S T I N G G A L V . G A L V A N I Z E D N.T . S . N O T T O S C A L E R . D . R O O F D R A I N S S K . S E R V I C E S I N K V . B . V I N Y L B A S E AL U M . A L U M I N U M C O N T R . C O N T R A C T O R E X T . E X T E R I O R G . C . G E N E R A L C O N T R A C T O R L A M . L A M I N A T E D RE F . R E F E R E N C E S S . S T A I N L E S S S T E E L V E R T . V E R T I C A L AP P R O X . A P P R O X I M A T E G.I . G A L V A N I Z E D I R O N L A V . L A V A T O R Y O.A . O V E R A L L RE F R . / R F R . R E F R I G E R A T O R S T D . S T A N D A R D V . C . T . V I N Y L C O M P O S I T I O N T I L E AR C H . A R C H I T E C T U R A L D B L . D O U B L E F. F . F I N I S H F L O O R GL . G L A S S L T . / L G T . L I G H T O/C / O . C . O N C E N T E R RE I N F . R E I N F O R C E D S T L . S T E E L V . T . R . V E N T T H R O U G H R O O F A. S . R . A U T O M A T I C S P R I N K L E R S Y S T E M D E P T . D E P A R T M E N T FI N . F I N I S H GN D . G R O U N D O.D . O U T S I D E D I A M E T E R RE Q ' D . R E Q U I R E D S T O R . S T O R A G E S T R U C T U R A L DE T . D E T A I L FI X T . F I X T U R E G R . G R A D E MA X . M A X I M U M OF D . O V E R F L O W D R A I N R E S I L . R E S I L I E N T SY M . S Y M M E T R I C A L W. W E S T BR D . B O A R D D.F . D R I N K I N G F O U N T A I N FL R . F L O O R G Y P . G Y P S U M M.B . M A C H I N E B O L T OP G . O P E N I N G R M . R O O M W/ W I T H BL D G . B U I L D I N G DIA D I A M E T E R F. L . F L O W L I N E H D R . H E A D E R ME C H . M E C H A N I C A L OP P . O P P O S I T E R . O . R O U G H O P E N I N G T . T R E A D W . C . W A T E R C L O S E T BL K . B L O C K D I M . D I M E N S I O N F L O U R . F L U O R E S C E N T H D W . H A R D W A R E MT L . / M E T . M E T A L R.O . W . R I G H T O F W A Y T . B . T O P O F B E A M W D . W O O D D.L . D E M I S I N G L I N E CONSTRUCTION PHASE NOTE ARCHITECT'S DESIGN WITHOUT CONSTRUCTION PHASE SERVICES SINCE DIRECT CONSTRUCTION OBSERVATIONS AND REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INCLUDED AS PART OF THE ARCHITECT'S BASIC SERVICES, IT IS UNDERSTOOD THAT SUCH RESPONS IBILITIES WILL BE ASSUMED BY OTHERS.DESIGN PLUS, INC. AVAILS ITSELF TO THE CLIENT, THE CONTRACTOR, AND ANY OTHER PARTIES AS NECESSARY (VIA TELEPHONE,FAX, AND EMAIL) IN ORDER TO ASSIST IN PROVIDING CLARIFIC ATIONS OR RESOLVING ISSUES AND PROBLEMS THAT MAY ARISE.ALTHOUGH MANY ISSUES CAN BE EASILY ADDRESSED WITHOUT THE ARCHITECTS IN VOLVEMENT, THER E ARE TIMES WHEN PARTICIPATION IS ADVISABLE. DETERMINATION OF WHEN IN VOLVEMENT IS APPROPRIATE IS LEFT TO THE PROFESSIONAL DISCRETION OF THE CONTRACTOR. IT IS UNDERSTOOD THAT THE CLIENT AND/OR THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE DRAWINGS, A ND ANY OTHER SUPPLEMENTAL INFORMATION, AND WHEN THE ARCHITECT IS DENIED THE OPPORTUNITY TO PROVIDE CLARIFICATIONS OR PARTICIPATE IN CHANGES TO THE DESIGN OR THE RESOLUTION OF ISSUES OR PROBLEMS, ALL PARTIES WAIVE ANY CLAIMS AGAINST THE ARCHITECT THAT MAY BE IN ANY WAY CONNECTED THERETO. DESIGN PLUS, INC. AND THE ARCHITECT IS HELD HARMLESS FROM LOSS, CLAIM, OR COSTS ARISING OR \RESULTING FROM MODIFICATIONS OR CHANGES MADE TO THE DESIGN (WITHOUT THE KNOWLEDGE OF THE ARCHITECT) DUE TO CONDITIONS OR CIRCUMSTANCES (ANTICIPATED OR NOT) BEYOND THE ARCHITECT'S CONTROL.CRITICAL PLUMBING NOTE THE RELATIONSHIP BETWEEN FLOOR SINKS AND NEW WALLS IS CRITICAL TO THE FINAL FIXTURE / EQUIPMENT LAYOUT. FLOOR SINKS AS SHOWN ON THE PLUMBING PLANS ARE DIMENSIONALLY LOCATED OFF OF NEW PARTITIONS, AND THEREFORE THE CONTRACTOR MUST COMPLETE PLAN LAYOUT ON SLAB PRIOR TO FINAL LOCATION OF FLOOR SINKS FOR ACCURATE FINAL PLACEMENT.VICINITY MAP SYMBOL LEGENDPROJECT LOCATION:CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 EX I S T I N G B U I L D I N G H E I G H T : 3- S T O R Y B U I L D I N G ( E X S T ' G ) w / P U B L I C P A R K I N G G A R A G E B E L O W EX I S T I N G B U I L D I N G A R E A ( P E R L A N D L O R D D R A W I N G S ) : AL L O W E D A R E A P E R F L O O R 42 , 5 2 1 S Q . F T . (W O R S T C A S E A 2 w / A R E A I N C R EA S E F O R S P I N K L E R E D B U I L D I N G S ) AC T U A L A R E A P E R F L O O R ( A 2 ) 9, 9 1 1 S Q . F T . EX I S T I N G C O N S T R U C T I O N : V- A ( E X S T ' G ) TE N A N T A R E A : 1, 9 6 0 S F US E : "A - 2 " R E S T A U R A N T (N O P R E V I O U S U S E - N E W R E S T A U R A N T ) OC C U P A N T L O A D : 82 LI F E S A F E T Y / F I R E P R O T E C T I O N : EX S T ' G S P R I N K L E R S Y S T E M MO D I F I C A T I O N D E S I G N B U I L D B Y G . C . - D E F E R R E D S U B M I T T A L EX S T ' G F I R E A L A R M S Y S T E M MO D I F I C A T I O N D E S I G N B U I L D B Y G . C . - D E F E R R E D S U B M I T T A L PO R T A B L E F I R E E X T I N G U I S H E R S B Y G . C . G.C . T O C O O R D . w / F I R E M A R S H A L PA N I C D E V I C E S T O B E P R O V I D E D [ > 5 0 O C C U P A N T S ] ; SIG N I S T O B E P R O V I D E D I N D I C A T I N G T H AT A L L E G R E S S E X I T D O O R S A R E T O R E M A I N U N L O C K E D D U R I N G A L L H O U R S O F O P E R A T I O N . OC C U P A N T L O A D S I G N T O B E P R O V I D E D A T M A I N E N T R Y / E G R E S S E X I T D O O R A N D G . C . T O C O O R D . w / T H E F I R E M A R S H A L . LI G H T E D E X I T S I G N S A R E T O B E P R O V I D E D F O R A L L E X I T D O O R S . S E E S H T . A 1 3 0 F O R L O C A T I O N & S C H E D U L E . D U A L H E A D E X T . M N T ' D R E M O T E LIGHTS TO BE PR O V I D E D A T E A . E X I T D O O R . DU A L H E A D E M E R G . L I G H T S A R E T O B E P R O V I D E D F O R A R E A S I N D I C A T E D I N L I G H T I N G P L A N . S E E S H T . A 1 3 0 F O R L O C A T I O N & S C H E D U L E . TA B L E 8 0 3 . 9 I N T E R I O R W A L L A N D C E I L I N G F I N I SH R E Q U I R M E N T S B Y O C C U P A N C Y ( A - 2 , S P R I N K L ER E D , R O O M S A N D E N C L OSED SPACES, < 300 OCCUP .) [CLASS C]. ME A N S O F E G R E S S : 81 O C C U P A N T S x 0 . 2 " = 1 6 . 2 " / A C T U A L E G R E S S W I D T H A L L D I N I N G R M . E X I T S = 42 " TA B L E 1 0 1 4 . 3 C O M M O N P A T H O F E G R E S S CO M M O N P A T H O F T R A V E L F O R O C C U P A N C Y " A " / > 3 0 O C C U P A N T S W I T H S P R I N K L E R S ( 7 5 ' ) [7 5 ' O K ] TA B L E 1 0 1 6 . 2 E X I T A C C E S S T R A V E L D I S T A N C E TR A V E L D I S T A N C E F O R O C C U P A N C Y " A " W I T H S P R IN K L E R S ( 2 5 0 ' ) [< 2 5 0 ' O K ] BU I L D I N G C O D E N O T E S TO T A L I N T E R I O R O C C U P A N T L O A D PA T I O S E A T C O U N T TO T A L C O U N T 82 50 % M A L E A N D 5 0 % F E M A L E = [ 6 7 ] FI X T U R E T Y P E MA L E (C U S T O M E R A R E A ) FE M A L E (C U S T O M E R A R E A ) RE Q ' D PR O V I D E D P R O V I D E D WA T E R C L O S E T 2 1 1 UR I N A L 0 1 - - - - - - - N / A - - - - - - - LA V A T O R I E S 1 1 1 SE R V I C E S I N K FI X T U R E R A T I O 1: 7 5 NR 1: 2 0 0 52 [1 3 4 ] HA N D S I N K S MI N . P L U M B I N G F I X T U R E S (P E R 2 0 1 2 I N P L U M B I N G C O D E ) EM P L O Y E E WO R K A R E A I N C L U D E D I N C U S T O M E R AR E A PR O V I D E D 22 RE Q ' D 11 (P E R T B L . 1 0 0 4 . 1 . 2 I B C ) ROOM 101 ######1A1011SIMA101#-#-#-#-1 A101SIM 1 A101SIMROOM NAME & NO.WALL TAG SHEET NOTE TAG EQUIP. & DOOR TAG ELEVATION MARKER REVISION MARKERSHEETELEVATION NO.SHEETELEVATION NO.SHEETSECTION NO.SHEETSECTIONDETAIL NO. TE N A N T S P A C E : CA R M E L C I T Y C E N T E R 83 6 S . R A N G E L I N E R D . CA R M E L , I N 4 6 0 3 2 G1 . 0 1 AR E A PL A N FI R S T F L O O R ( C O M M E R C I A L ) TM Design +,Inc.Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011Project No.SHEET TITLEDRAWN BY CHECKED BY DATE REV.DESCRIPTION The Construction Documents shall consist of all drawings,specifications, surveys, soils reports, addenda and other information as provided to the General Contractor, all acting as a whole. None of this information or drawing sheets shall be taken separately or "stand alone" from the remainder of the Construction Documents. All subcontractors shall be responsible to review the entire set of Construction Documents to determine their particular scope of work. Any discrepancies or conflicting information not brought to the attention of the Architect prior to submitting a bid shall be interpreted at the sole discretion of the Architect.DATE IDHS PN#: 378279 COVERGRAETER'S ICE CREAM JMB KRB15-067 5-27-2015CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 P E R M I T S E T COV TE N A N T F I T - U P F O R : CA R M E L C I T Y C E N T E R 83 6 S O U T H R A N G E L I N E R D . CA R M E L , I N 4 6 0 3 2 IN D E X NO . S H E E T D A T E CO V C O V E R 5- 2 7 - 2 0 1 5 G1 . 0 A R E A & E G R E S S P L A N 5- 2 7 - 2 0 1 5 A1 . 0 F L O O R P L A N 5- 2 7 - 2 0 1 5 A2 . 0 F I N I S H & F U R N I T U R E P L A N 5 - 2 7 - 2 0 1 5 A3 . 0 C E I L I N G P L A N 5- 2 7 - 2 0 1 5 A4 . 0 R E S T R O O M P L A N 5- 2 7 - 2 0 1 5 A5 . 0 I N T E R I O R E L E V A T I O N S 5- 2 7 - 2 0 1 5 P0 0 1 P L U M B I N G P L A N 5- 2 7 - 2 0 1 5 M0 0 1 H V A C P L A N 5- 2 7 - 2 0 1 5 E0 0 1 L I G H T I N G P L A N 5- 2 7 - 2 0 1 5 E0 0 2 P O W E R P L A N 5- 2 7 - 2 0 1 5 OC C U P A N T S B Y A R E A RM . NO . NA M E A R E A OC C U P A N C Y TY P E SF P E R PE R S O N PE R S O N S BY S Q F T 10 1 D I N I N G A 7 0 1 S F D i n i n g 1 5 4 7 10 2 D I N I N G B 4 3 9 S F D i n i n g 1 5 3 0 10 3 H A L L 4 4 S F R e s t r o o m s 0 10 4 M E N ' S 7 1 S F R e s t r o o m s 0 10 5 W O M E N ' S 5 0 S F R e s t r o o m s 0 10 6 K I T C H E N 3 6 2 S F K i t c h e n 2 0 0 2 10 7 S E R V I C E 2 4 7 S F K i t c h e n 2 0 0 2 10 8 K I T . W A L L S P A C E (G R O S S A R E A ) 46 S F K i t c h e n 2 0 0 1 19 6 0 S F 8 2 PR O J E C T S U M M A R Y BU I L D I N G C O D E A C C E S S I B I L I T Y C O D E E L E C T R I C A L C O D E F I R E / L I F E SA F E T Y C O D E M E C H A N I C A L C O D E P L U M B I N G C O D E S T R U C T U R A L C O D E OC C U P A N C Y CL A S S I F I C A T I O N CO N S T R U C T I O N TYPE STORIES SPRINKLERED 1 " = 3 0 ' - 0 " 1 SI T E P L A N UPDN 17 4 S F RE S T R O O M 38 4 S F KI T C H E N 282 SFKITCHEN 11 2 0 S F DI N I N G AR E A L E G E N D DI N I N G KI T C H E N RE S T R O O M (E ) 2 - H R . R A T E D ST A I R E N C L O S U R E 1-HR. RATED DEMISING WALL (BY LANDLORD)1-HR. RATED DEMISING WALL (BY LANDLORD) LI F E S A F E T Y N O T E : A P U B L I C P A R K I N G G A R A G E E X I S T S B E L O W TH E T E N A N T S P A C E ; P E R L A N D L O R D C O N S T R . DR A W I N G S , A N E X S T ' G 1 - H R . R A T E D F L O O R AS S E M B L Y I S P R O V I D E D T H A T I N C L U D E S A FI R E E X T I N G U I S H I N G S Y S T E M A T P A R K I N G GA R A G E L E V E L ; T E N A N T G . C . T O M A I N T A I N EX S T ' G R A T E D C O N D I T I O N . RE S I D E N T I A L O C C U P A N C I E S E X I S T S A B O V E TH E T E N A N T S P A C E ; P E R L A N D L O R D C O N S T . DR A W I N G S , A N E X S T ' G 1 - H R . R A T E D C E I L I N G FL O O R A S S E M B L Y I S P R O V I D E D T H A T I N C L U D E S A F I R E S P R I N K L E R S Y S T E M A T F I R S T F L O O R TE N A N T L E V E L ; T E N A N T G . C . T O M A I N T A I N EX S T ' G R A T E D C O N D I T I O N ADJ. COMMERCIAL TENANT SPACE (N.I.C.)ADJ. COMMERCIAL TENANT SPACE (N.I.C.) O .A . A R E A S E R V E D (S P R I N K L E R E D ) 7 5 ' - 1 1 1 /2 " E X I T S E P A R A T I O N D I S T A N C E (>1 /3 O .A . D I A G . D I M .)7 2 ' - 1 1 3 /4 " MA I N E N T R Y / E G R E S S (E X I T # 1 ) RE A R S E R V I C E / E G R E S S (E X I T # 2 ) DO O R T O SE R V I C E C O R R I D O R OBSTRUCTED HIGH SIDE REACH SIDE REACHUNOBSTRUCTED SIDE REACH FRONT REACHOBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACHTYPICAL ACCESSIBILITY DETAILS AC C E S S I B L E S E A T I N G - T O E & K N E E C L E A R A N C E 48" MAX.MIN.15"MAX.20"48" MAX.>20"- 25" MAX.44" MAX.NOTE:CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION.48" MAX.MIN.15"10" MAX.>10"- 24" MAX.46" MAX.34" MAX.10" MAX.48" MAX.34" MAX.CHANGES IN LEVEL21CLEAR WIDTH AT TURN 1/4" VERT.1/4" BEVEL 1/4" MAX.48" MIN.42" MIN.X < 48"42" MIN.60" MIN.36" MIN.X < 48"36" MIN.PUSH SIDENOTE: X=12" IF DOOR HAS BOTH CLOSER & LATCH FRONT APPROACHES-SWINGING DOORSNOTE:IF Y=54", THEN X=42"IF Y=60", THEN X=36"NOTE: IF DOOR HAS BOTH LATCH & CLOSER 24" MIN.NOTE: Y=54" IF DOOR HAS CLOSERNOTE: Y=48" MIN. IF DOOR HAS CLOSER HINGE SIDE APPROACHES-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIESPULLSIDEX48" MIN.MIN.18"60" MIN.X MIN.Y MIN.MIN.12"MIN.22"48" MIN.42" MIN.NOT REQUIRED IF 48"48" MIN.48" MIN.MIN.24"Y 42" MIN.Y 48" MIN.CLEAR WIDTH OF AN ACCESSIBLE ROUTE 60 IN DIAMETER SPACE SIZE OF CLEAR FLOOR SPACE T-SHAPED FOR 180° TURNSMINIMUM CLEAR WIDTH FOR PASSING SPACES 6 0 " ø M I N .48" MIN.30" MIN.MIN.32"MIN.36"MAX.24" 48" MIN.MAX.24"MIN.32"60" MIN.MIN.12" 36" MIN.MIN.12"60" MIN.MIN.36"60" MIN.MIN.36"1/2" MAX.25" MAX. 1 7 " M I N . 30 " M I N . ( T O E & K N E E C L E A R A N C E ) 2 8 " M I N . 3 4 " M A X . TB L . L E G (B E Y O N D ) 2 7 " M I N . 8" M I N . MI N . 11 " M I N . 9 " 28" MIN.34" MAX.TBL. LEG (BEYOND)CLEAR9"25" MAX.MIN.17" AD A R O O M ID E N T I F I C A T I O N SI G N - B Y V E N D O R , IN S T A L L E D B Y G . C . DO O R F R A M E P N T . P E R FI N . S C H E D U L E DO O R F I N I S H P E R FI N . S C H E D U L E LA T C H S I D E O F DO O R KI C K P L A T E O N EA . D O O R F A C E (U . O . N . ) 1 0 " 6 0 " M I N . T O B . O . H I G H E S T C H A R A C T E R 4 8 " M I N . T O B . O . L O W E S T C H A R A C T E R 18 " M I N . C L R . 1 8 " M I N . C L R . C. L . O F CH A R A C T E R S M E N W O M E N 1. CH A R A C T E R S A N D S Y M B O L S S H A L L CO N T R A S T W I T H T H E I R B A C K G R O U N D . 2. ID E N T I F I C A T I O N S Y M B O L S A R E T O BE C E N T E R E D O N D O O R 6 0 " A B O V E FL O O R A N D A R E T O B E D I S T I N C T L Y DI F F E R E N T F R O M T H E D O O R I N CO L O R A N D C O N T R A S T . 3. PR O V I D E R O O M I D E N T I F I C A T I O N SI G N O N L A T C H S I D E O F D O O R . IF N O R O O M O N L A T C H S I D E , PR O V I D E S I G N O N A D J A C E N T W A L L . 4. LE T T E R S A N D N U M B E R S O N S I G N S SH A L L B E R A I S E D 1 / 3 2 " M I N . S H A L L BE 5 / 8 " M I N . H I G H A N D S H A L L B E SA N S - S E R I F U P P E R C A S E C H A R A C T E R S AC C O M P A N I E D B Y G R A D E 2 B R A I L L E . GR A D E 2 BR A I L L E HA N D I C A P P E D S I GN A G E N O T E S AD A S I G N 6 " M I N . E X I T TM Design +,Inc.Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011Project No.SHEET TITLEDRAWN BY CHECKED BY DATE REV.DESCRIPTION The Construction Documents shall consist of all drawings,specifications, surveys, soils reports, addenda and other information as provided to the General Contractor, all acting as a whole. None of this information or drawing sheets shall be taken separately or "stand alone" from the remainder of the Construction Documents. All subcontractors shall be responsible to review the entire set of Construction Documents to determine their particular scope of work. Any discrepancies or conflicting information not brought to the attention of the Architect prior to submitting a bid shall be interpreted at the sole discretion of the Architect.DATE IDHS PN#: 378279 AREA &EGRESS PLANGRAETER'S ICE CREAM JMB KRB15-067 5-27-2015CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 P E R M I T S E T G1.0 3 / 1 6 " = 1 ' - 0 " 1 AR E A P L A N 3 / 1 6 " = 1 ' - 0 " 2 EG R E S S P L A N UPDN 2ND FLR. SAN. LINE ADJ. AS REQ'D FOR 4" CHASE WALL IF REQ'D6" CHASE WALL;SHIFT EQUIP. AS REQ'D R E T A I N W D W S . - F O R N A T . L G H T . 4" CHASE WALL IF REQ'DVERIFY SIZE OF (E) EQUIP.6' - 0 7/8"VERIFY LOC.OF (E) SAN.LINEAPPROX.1' - 4"FOR SAN. LINE ADJ. AS REQ'D U.C.MW FRONT MERCH.DISPLAY UNITKITCHEN106MEN'S 104 WOMEN'S 105 HA L L 10 3 DINING B 102 SERVICE 107DINING A 101 A4 . 0 1 6 ' - 1 1 1 / 8 " 6 " 7 ' - 0 3 / 4 " 3 5 / 8 " 4' - 5 3 / 8 " 3 5 / 8 " 7' - 7 5/8"3 5/8"4 5 .0 0 °12' - 4 1/8"2' - 6" 10 ' - 2 7 / 8 " 2 ' - 6 " 4 ' - 3 5 / 8 " 3 5 / 8 " (E)STRUCT. (2-HR)(E)1-HR.(E)1-HR.(E)CMU 2-HR.(E)CMU 2-HR.(E)CMU 2-HR.102 10 4 10 5 106B 106A 3 5/8"7' - 2"3 5/8"9 1/2"3 5/8"3 5/8"VERIFY (E) COL.;MAINTAIN (E)RATED CONDITION3 5/8"15' - 7 1/8"3 5/8"2' - 9 3/4"10' - 3 7/8"8' - 11 3/8"3 5/8"48 CLR.48x48 CLR.48 CLR.(E) STRFRT. & DOOR (BY LL)(E) STRFRT. & DOOR (BY LL)107 101A101B(E)STRUCT. (2-HR)A1 3-5/8"A2 6"B2 6" B1 3- 5 / 8 " B1 3- 5 / 8 " B1 3-5/8"B1 3-5/8" B1 3- 5 / 8 " A1 3-5/8"C1 3-5/8"C1 3-5/8"C1 3-5/8" ( E ) S T R F R T . W D W . ( E ) S T R F R T . W D W . G. C . T O P R O V I D E O P A Q U E F I L M (E ) S T R F R T . W D W . (E) STRFRT. & DOOR (BY LL)A4 3-5/8"A4 3-5/8"3' - 0 3/8"A3 3-5/8"(E)1-HR.(E)1-HR.(E)1-HR.(E)FURRING (NR)(E)FURRING (NR)(E)FURRING (NR)A5.0 1 234A5.0 5 678 2 1 333348 CLR.MIN. CLR.12"48 CLR.MIN. CLR.12"MIN. CLR.18"MIN. CLR.12"MIN. CLR.12"MIN. CLR.12"SERVICE CORRIDOR (1HR. RATED)1 2 A A. 2 A. 4 A. 5 B 3' - 10 3/4"3' - 2"VERIFY (E) COL.;MAINTAIN (E)RATED CONDITION (E) RATED DEMISING WALL; MAINTAIN (E)RATED CONDITION (E) RATED DEMISING WALL; MAINTAIN (E)RATED CONDITION(E) RATED DEMISING WALL; MAINTAIN (E)RATED CONDITION (E)STRUCT. (2-HR) FL O O R P L A N G E N E R A L N O T E S DO N O T S C A L E D R A W I N G S . 1. FL O O R P L A N K E Y N O T E S DI M E N S I O N A R E T A K E N F R O M FA C E O F S T U D S ( U . N . O . ) . 2. FR O N T C O U N T E R C A S E W O R K B Y C A S E W O R K MA N U F A C T U R E R . D I E W A L L B Y G . C . C O O R D . PO W E R A N D P L U M B I N G W I T H I N D I E W A L L . AP P R O X I M A T E L O C A T I O N F O R W A L K - I N C L R . / F R Z R . RE M O T E C O N D E N S E R T O B E I N S T A L L E D I N E X S T ' G LA N D S C A P E A R E A T H I S S I D E O F T H E B U I L D I N G . FI R E E X T I N G U I S H E R ; G . C . T O C O O R D . T Y P E & L O C A T I O N w/ F I R E M A R S H A L . PR O V I D E A C O U S T . B A T T I N S U L A T I O N I N R E S T R O O M , K I T C H E N ; A N D DE M I S I N G W A L L S I F N O N - R A T E D ( M A I N T A I N ( E ) R A T E D D E M I S I N G W A L L S ) . 5. CO O R D I N A T E S O L I D W O O D B L O C K I N G I N W A L L S F O R W A L L M O U N T E D EQ U I P M E N T , R S T R M . A C C E S S O R I E S A N D S H E L V I N G . 6. DO O R H A R D W A R E S H A L L C O M P L Y W I T H A D A A G . 3. ST O R E F R O N T E G R E S S D O O R S S H A L L R E M A I N U N L O C K E D D U R I N G BU S I N E S S H O U R S . 4. AL L N E W P A R T I T I O N S A N D S O F F I T F R A M I N G S H A L L B E 3 - 5 / 8 " MT L . S T U D @ 1 6 " O . C . W I T H T H E E X C E P T I O N O F P L U M B I N G W A L L I N RE S T R O O M W H I C H S H A L L B E 6 " M T L . S T U D S 2. AL L N E W G Y P S U M B O A R D S H A L L B E 5 / 8 " . N E W G Y P S U M IN S T A L L E D A T W E T L O C A T I O N S A N D W I T H I N 3 F E E T O F P L U M B I N G FI X T U R E S S H A L L B E M O I S T U R E R E S I S T A N T T Y P E . 3. DE M I S I N G W A L L S A N D K I T C H E N P A R T I T I O N S S H A L L B E I N S T A L L E D WI T H C E M E N T I T I O U S B A C K E R B O A R D F R O M F . F . T O 2 4 " A . F . F T H E N TR A N S I T I O N T O G Y P S U M B O A R D , T Y P . 4. PA R T I T I O N N O T E S SH A D E D A R E A S I N D I C A T E N E W P A R T I T I O N S . 1. KI T C H E N A N D R E S T R O O M P E R I M E T E R P A R T I T I O N S S H A L L E X T E N D T O DE C K W / G Y P S U M B O A R D T O D E C K O N O N E S I D E O F P A R T I T I O N . 7. OU T L E T S A B O V E C O U N T E R S H A L L B E I N S T A L L E D H O R I Z O N T A L L Y . 5. 1 2 3 G. C . T O M A I N T A I N A L L ( E ) R A T E D D E M I S I N G W A L L S , F L O O R S & C E I L I N G AS S E M B L I E S . 8. DO O R N O T E S : EG R E S S P A N I C H D W R . R E Q ' D A T A L L E X I T D O O R S S I M . T O V O N D U P R I N 9 9 S E R I E S . EX S T ' G R A T E D D O O R & F R A M E ; G . C . T O M A I N T A I N R A T E D C O N D I T I O N . AL L L O C K S E T S S H A L L H A V E A L E V E R H A N D L E ( U . N . O . ) HD W R . S U P P L I E R S H A L L P R O V I D E S H O P D R A W I N G S A N D C U T - S H E E T S O F T H E P R O P O S E D H D W R . T O TH E O W N E R F O R R E V I E W . AL L E X S T ' G D O O R S ( N O T I N P U B L I C A R E A S ) T H E G . C . S H A L L V E R I F Y T H A T E X S T ' G H D W R . F U N C T I O N S AS R E Q ' D A N D I S I N P R O P E R W O R K I N G O R D E R . DO O R H A N D L E S , P U L L S , L A T C H E S , L O C K S A N D O T H E R D E V I C E S O N D O O R S R E Q ' D T O B E AC C E S S I B L E S H A L L N O T R E Q U I R E T I G H T G R A S P I N G , T I G H T P I N C H I N G O R T W I S T I N G O F T H E W R I S T T O OP E R A T E ( I B C 1 0 0 8 . 1 . 8 . 1 ) EX I T / E G R E S S H D W R . S H A L L B E R E A D I L Y O P E R A B L E F R O M T H E E G R E S S S I D E W I T H O U T T H E U S E O F A KE Y O R S P E C I A L K N O W L E D G E O R E F F O R T ( I B C 1 0 0 8 . 1 . 8 ) IN T E R I O R H I N G E D D O O R S S H A L L N O T E X C E E D A F O R C E O F 5 . 0 L B S F O R E I T H E R P U S H O R P U L L OP E R A T I O N S . G. C . S H A L L P R O V I D E S W E E P S T R I P @ A L L E X T . D O O R S I F N O T E X S T ' G G. C . S H A L L P R O V I D E W E A T H E R S T R I P P I N G @ A L L E X T . D O O R S I F N O T E X S T ' G G. C . T O V E R I F Y A L L D O O R & H R D W . LE A D T I M E S P R I O R T O C O N S T R U C T I O N . G. C . T O P R O V I D E & C O O R D . O C C U P A N T L O A D S I G N W I T H L O C A L F I R E M A R S H A L . 1.2.3.4.5.6. 7.8. 9. 10 . 11 . 12 . (3 ) Mc K I N N E Y H I N G E S T A 2 7 1 4 4 . 5 x 4 . 5 2 6 D (1 ) SA R G E N T P R I V A C Y S E T (1 ) SA R G N E T 1 4 3 1 P S E N . D O O R C L O S E R (3 ) IV E S S I L E N C E R S S R 6 4 G R A Y (1 ) WA L L S T O P (1 ) CO A T H O O K - M N T . @ B A C K O F DO O R & 4 8 " A . F . F . M I N . ) HD W R . G R P . 0 1 (3 ) Mc K I N N E Y H I N G E S T A 2 7 1 4 4 . 5 x 4 . 5 2 6 D (1 ) SA R G E N T P R I V A C Y S E T (1 ) SA R G N E T 1 4 3 1 P S E N . D O O R C L O S E R (3 ) IV E S S I L E N C E R S S R 6 4 G R A Y HD W R . G R P . 0 3 2 " 7 ' - 0 " 2" 3 ' - 0 " 2 " 2" 3 ' - 6 " 2 " 2 " 7 ' - 0 " SO L I D C O R E WO O D D O O R KN O C K D O W N H. M . F R A M E (P N T . ) EL I A S O N DO O R (O R S I M . ) KN O C K D O W N H. M . F R A M E (P N T . ) 01 02 A B A B 2" 3 ' - 6 " 2 " 2 " 7 ' - 0 " 03 SO L I D C O R E WO O D D O O R KN O C K D O W N H. M . F R A M E (P N T . ) A B AC O U S T . B A T T I N S U L WH E R E S C H E D U L E D H. M . F R A M E ( P N T . ) SC H E D U L E D D O O R , TY P . 5 7 / 8 " 2" CA U L K B O T H S I D E S , T Y P . 5/ 8 " G Y P . B D . ( M . R . G Y P . @ W E T A R E A S ) ; E A . S I D E 3- 5 / 8 " O R 6 " M T L . S T U D S (2 ) N E S T E D @ J A M B -A - -B - SL O T T E D T O P TR A C K MT L . S T U D (T Y P . ) SE E P L A N FA S T N E R S E A . S I D E PE R M A N U F . IN S T R U C T I O N S MI N . C L E A R A N C E P E R MA N U F . I N S T R U C T I O N S 3- 5 / 8 " O R 6 " ( 1 8 G A . ) MT L . S T U D @ 1 6 " O . C . A2 5/ 8 " C E M E N T I T I O U S BR D . E A . S I D E (E X T E N D A B V . F L O O R 2 4 " ) ( W . P . M E M B R A N E ) 2 ' - 0 " A . F . F . 6" ( 1 8 G A . ) C O N T . MT L . T R A C K C O N N E C T TO C O N C . S L A B w / H I L T I X- D N I ( 0 . 1 4 5 D I A . x 1 - 1 / 2 " ) @ 3 2 " O . C . 5/ 8 " F . R . T . P L Y W D . E A . S I D E (E X T E N D T O 6 " A B V . C L G . ) CL G . A S S C H E D U L E D (E ) W D . T R U S S S Y S T E M (G . C . T O V . I . F . ) (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (K I T . S I D E ) (K I T . S I D E ) 3- 5 / 8 " ( 2 0 G A . ) MT L . S T U D @ 1 6 " O . C . B1 5/ 8 " C E M E N T I T I O U S BR D . E A . S I D E (E X T E N D A B V . F L O O R 2 4 " ) ( W . P . M E M B R A N E ) 2 ' - 0 " A . F . F . 3- 5 / 8 " ( 2 0 G A . ) C O N T . MT L . T R A C K C O N N E C T TO C O N C . S L A B w / H I L T I X- D N I ( 0 . 1 4 5 D I A . x 1 - 1 / 2 " ) @ 3 2 " O . C . 5/ 8 " M . R . G Y P . B R D . O N E S I D E (E X T E N D 6 " A B V . C L G . ) CL G . A S S C H E D U L E D 3- 5 / 8 " S L O T T E D T O P T R A C K (S E E 5 / A 1 . 0 ) A T T A C H T O MT L . S T U D O R D I R E C T T O WD . T R U S S E S W H E N PE R P E N D I C U L A R (H A L L S I D E ) 3- 5 / 8 " O R 6 " ( 2 0 G A . ) MT L . S T U D @ 1 6 " O . C . B2 5/ 8 " C E M E N T I T I O U S BR D . E A . S I D E (E X T E N D A B V . F L O O R 2 4 " ) ( W . P . M E M B R A N E ) 2 ' - 0 " A . F . F . 3- 5 / 8 " O R 6 " ( 2 0 G A . ) C O N T . MT L . T R A C K C O N N E C T TO C O N C . S L A B w / H I L T I X- D N I ( 0 . 1 4 5 D I A . x 1 - 1 / 2 " ) @ 3 2 " O . C . 5/ 8 " M . R . G Y P . B R D . E A . S I D E (E X T E N D A B V . C L G . ) CL G . A S S C H E D U L E D (R S T R M . S I D E ) 6 " (R S T R M . S I D E ) 6 " 5/ 8 " G Y P . B R D . ON E S I D E ( E X T E N D TO 6 " A B V . C L G . ) (E ) F L O O R D E C K (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) SO U N D AT T E N . IN S U L . T O DE C K SO U N D AT T E N . IN S U L . T O DE C K 3- 5 / 8 " O R 6 " ( 1 8 G A . ) MT L . S T U D @ 1 6 " O . C . A1 5/ 8 " C E M E N T I T I O U S BR D . E A . S I D E (E X T E N D A B V . F L O O R 2 4 " ) ( W . P . M E M B R A N E ) 2 ' - 0 " A . F . F . 6" ( 1 8 G A . ) C O N T . MT L . T R A C K C O N N E C T TO C O N C . S L A B w / H I L T I X- D N I ( 0 . 1 4 5 D I A . x 1 - 1 / 2 " ) @ 3 2 " O . C . (D I N I N G S I D E ) 6 " G. C . T O P R O V I D E B L O C K I N G A S RE Q ' D T O S U P P O R T A L L W A L L MO U N T E D R A C K S , W A L L CA B I N E T S & M I L L W O R K 5/ 8 " G Y P . B R D . O N E S I D E (E X T E N D T O 6 " A B V . C L G . ) TY P . D I N I N G / B O H W A L L T Y P E S TY P . R E S T R O O M W A L L T Y P E S TY P . W A L L F U R R I N G & M I S C . (R S T R M . S I D E ) (K I T . S I D E ) 5/ 8 " F . R . T . PL Y W D . E A . SI D E ( E X T E N D TO 6 " A B V . CL G . ) CL G . A S SC H E D U L E D 6 " A4 5/ 8 " C E M E N T I T I O U S BR D . O N E S I D E (E X T E N D A B V . F L O O R 2 4 " ) ( W . P . M E M B R A N E ) 2 ' - 0 " A . F . F . 3- 5 / 8 " ( 2 0 G A . ) M T L . ST U D S @ 1 6 " O . C . GR A E T E R ' S (T E N A N T S I D E ) (A D J . T E N A N T S I D E ) 3- 5 / 8 " ( 2 0 G A . ) M T L . ST U D S @ 1 6 " O . C . 5/ 8 " M . R . G Y P . B R D . O N E S I D E (E X T E N D T O A B V . C L G . ) CL G . A S S C H E D U L E D 6 " 3- 5 / 8 " O R 6 " ( 2 0 G A . ) C O N T . MT L . T R A C K C O N N E C T TO C O N C . S L A B w / H I L T I X- D N I ( 0 . 1 4 5 D I A . x 1 - 1 / 2 " ) @ 3 2 " O . C . 3- 5 / 8 " S L O T T E D T O P T R A C K (S E E 5 / A 1 . 0 ) A T T A C H T O MT L . S T U D O R D I R E C T T O WD . T R U S S E S W H E N PE R P E N D I C U L A R 3- 5 / 8 " S L O T T E D T O P T R A C K (S E E 5 / A 1 . 0 ) A T T A C H T O MT L . S T U D O R D I R E C T T O WD . T R U S S E S W H E N PE R P E N D I C U L A R 3- 5 / 8 " S L O T T E D T O P T R A C K (S E E 5 / A 1 . 0 ) A T T A C H T O MT L . S T U D O R D I R E C T T O WD . T R U S S E S W H E N PE R P E N D I C U L A R SO U N D AT T E N . IN S U L . T O DE C K (E ) 2 N D F L R . D E C K (E ) 2 N D F L R . D E C K (E ) 2 N D F L R . D E C K (E ) 2 N D F L R . D E C K (E ) 1 - H R . R A T E D DE M I S I N G W A L L ; G. C . T O M A I N T A I N RA T E D C O N D I T I O N 3- 5 / 8 " ( 2 0 G A . ) MT L . S T U D @ 1 6 " O . C . A3 5/ 8 " C E M E N T I T I O U S BR D . E A . S I D E (E X T E N D A B V . F L O O R 2 4 " ) ( W . P . M E M B R A N E ) 2 ' - 0 " A . F . F . 3- 5 / 8 " ( 2 0 G A . ) C O N T . MT L . T R A C K C O N N E C T TO C O N C . S L A B w / H I L T I X- D N I ( 0 . 1 4 5 D I A . x 1 - 1 / 2 " ) @ 3 2 " O . C . CL G . A S SC H E D U L E D 3- 5 / 8 " S L O T T E D T O P T R A C K (S E E 5 / A 1 . 0 ) A T T A C H T O MT L . S T U D O R D I R E C T T O WD . T R U S S E S W H E N PE R P E N D I C U L A R (D I N I N G S I D E ) (U N F I N . S I D E ) 5/ 8 " G Y P . BR D . O N E SI D E ( E X T E N D TO 6 " A B V . C L G . ) (E ) 2 N D F L R . D E C K (E ) 2 N D F L R . D E C K 3- 5 / 8 " M T L . S T U D A T T A C H TO ( E ) W D . T R U S S E S @ 3 2 " O . C . 3- 5 / 8 " M T L . S T U D A T T A C H TO ( E ) W D . T R U S S E S @ 3 2 " O . C . 3- 5 / 8 " M T L . S T U D A T T A C H TO ( E ) W D . T R U S S E S @ 3 2 " O . C . 3- 5 / 8 " M T L . S T U D A T T A C H TO ( E ) W D . T R U S S E S @ 3 2 " O . C . 3- 5 / 8 " M T L . S T U D A T T A C H TO ( E ) W D . T R U S S E S @ 3 2 " O . C . MT L . C L I P A N G L E S G. C . T O P R O V I D E B L O C K I N G A S RE Q ' D T O S U P P O R T A L L W A L L MO U N T E D A C C E S S O R I E S DR A F T S T O P (T Y P . A L L WA L L S ) DR A F T S T O P (T Y P . A L L WA L L S ) DR A F T S T O P (T Y P . A L L WA L L S ) DR A F T S T O P (T Y P . A L L WA L L S ) DR A F T S T O P (T Y P . A L L WA L L S ) DR A F T S T O P (T Y P . A L L WA L L S ) (E ) F L O O R D E C K (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) W D . T R U S S S Y S T E M (G . C . T O V . I . F . ) (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) W D . T R U S S S Y S T E M (G . C . T O V . I . F . ) (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) W D . T R U S S S Y S T E M (G . C . T O V . I . F . ) (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) F L O O R D E C K (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) F L O O R D E C K (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) F L O O R D E C K (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) W D . T R U S S S Y S T E M (G . C . T O V . I . F . ) (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) (E ) W D . T R U S S S Y S T E M (G . C . T O V . I . F . ) (G . C . T O M A I N T A I N EX S T ' G 1 - H R . R A T I N G ) TM Design +,Inc.Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011Project No.SHEET TITLEDRAWN BY CHECKED BY DATE REV.DESCRIPTION The Construction Documents shall consist of all drawings,specifications, surveys, soils reports, addenda and other information as provided to the General Contractor, all acting as a whole. None of this information or drawing sheets shall be taken separately or "stand alone" from the remainder of the Construction Documents. All subcontractors shall be responsible to review the entire set of Construction Documents to determine their particular scope of work. Any discrepancies or conflicting information not brought to the attention of the Architect prior to submitting a bid shall be interpreted at the sole discretion of the Architect.DATE IDHS PN#: 378279 FLOOR PLANGRAETER'S ICE CREAM JMB KRB15-067 5-27-2015CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 P E R M I T S E T A1.0 1/4" = 1'-0"1FLOOR PLAN 1 / 4 " = 1 ' - 0 " 3 DO O R & F R A M E T Y P E S 1 1 / 2 " = 1 ' - 0 " 4 JA M B D E T A I L DO O R S C H E D U L E TA G D E S C R I P T I O N W D T H . H T . T H K . D O O R T Y P E M A N U F . M OD E L F R A M E M A T ' L F I N I S H H D W R . G R P . N O T E S 10 1 A ( E ) M A I N E N T R Y S T O R E F R O N T D O O R 3 ' - 6 " 8 ' - 0 " 1 - 3 / 4 " E X S T ' G A L U M . S T R F R T . D O O R ( B Y L L ) - - - - - - - - - ( E ) A L . ( E ) ( E ) D R . N O T E # 1 S EE D O O R N O T E S 10 1 B ( E ) S I D E P A T I O S T O R E F R O N T D O O R 3 ' - 6 " 8 ' - 0 " 1 - 3 / 4 " E X S T ' G A L U M . S T R F R T . D O O R ( B Y L L ) - - - - - - - - - ( E ) A L . ( E ) ( E ) D R . N O T E # 1 S EE D O O R N O T E S 10 2 ( E ) S T O R E F R O N T D O O R 3 ' - 6 " 8 ' - 0 " 1 - 3 / 4 " E X S T ' G A L U M . S T R F R T . D O O R ( B Y L L ) - - - - - - - - - ( E ) A L . ( E ) ( E ) ( E ) S E E D O O R N O T E S 10 4 ( N ) R E S T R O O M D O O R 3 ' - 0 " 7 ' - 0 " 1 - 3 / 4 " N E W S . C . W D . D O O R w / H . M . F R A M E 0 1 0 1 H . M . P T - 3 0 1 S E E D O O R N O T E S 10 5 ( N ) R E S T R O O M D O O R 3 ' - 0 " 7 ' - 0 " 1 - 3 / 4 " N E W S . C . W D . D O O R w / H . M . F R A M E 0 1 0 1 H . M . P T - 3 0 1 S E E D O O R N O T E S 10 6 A ( N ) E L I A S O N D O O R 3 ' - 6 " 7 ' - 0 " 1 - 3 / 4 " E L I A S O N S C G - 1 M E D . D U T Y 0 2 E L I A S O N S C G - 1 0 2 H . M . P T - 3 B Y M A N U F . G . C . T O P R O V I D E H . M . F R A M E 10 6 B ( N ) K I T C H E N S E R V I C E D O O R 3 ' - 6 " 7 ' - 0 " 1 - 3 / 4 " N E W S . C . W D . D O O R w / H . M . F R A M E 0 3 0 3 H . M . P T - 3 0 3 S E E D O O R N O T E S 10 7 ( E ) S E R V I C E C O R R . D O O R 4 ' - 0 " 7 ' - 0 " 1 - 3 / 4 " E X S T ' G R A T E D D O O R & F R A M E ( B Y L L ) - - - - - - - - - ( E ) H . M . H . M . P T - 3 D R . N O T E # 2 S E E D O O R N O T E S 1 1 / 2 " = 1 ' - 0 " 5 HE A D - O F - W A L L D E T A I L 3 / 4 " = 1 ' - 0 " WA L L T Y P E S UPDN CH - 1 CH - 2 CH - 4 TB-2TR-1 FT - 1 SH-2 SH - 3 DE C O R & F U R N I T U R E L E G E N D 1 2GENERAL NOTES DO NOT SCALE DRAWINGS.1.KEY NOTES LEGEND GRAY URETHANE CAULK BETWEEN FLOOR FINISH AND THRESHOLD.2"x2" STAINLESS STEEL CORNER GUARDCAULK ALL DISSIMILAR MATERIALS. ALL SEAMS AND PERMANENT INSTALLATIONS AND FIXTURES SHALL BE CAULKED. USE WHITE @ LAMINATE,FRP AND PAINT CONDITIONS. USE ALUMINUM OR CLEAR AT ALL S.S.CONDITIONS. DO NOT CAULK ANY ITEM WITH CASTERS. USE CLEAR AT ALL WALLCOVERING EDGES AND AGAINST WOOD, TILE, ETC. AND AROUND ALL WINDOW HEAD JAMBS AND SILLS. MATCH CEILING COLOR TO CAULK @ ALL SUSPENDED CEILING EDGE RUNNERS.2.AT FRP AND STAINLESS STEEL COVERED WALLS, USE DIAMONIC OR DIAMERIK CAULK BETWEEN UNFINISHED SLAB AND BOTTOM OF CEMENT BOARD. FILL JOINT 100%, FINGER SMOOTH.3.AT EXTERIOR DOORS, USE GRAY BETWEEN TILE AND DOOR THRESHOLD.4.CEMENT BOARD NOTES APPROVED PRODUCTS:1. UTIL-A-CRETE CEMENTITIOUS BA CKERBOARD BY THE W.R. BONSAL CO.2. DUROCK BRAND CEMENT BO ARD BY THE US GYPSUM. CO.1.TILE NOTES TILE INSTALLER: SHUFFLE ALL TILES, ALWAYS WORK OUT OF AT LEAST THREE BOXES IN ORDER TO BLEND DYE LOTS.1.2.ALL CERAMIC TILE SHALL HAVE SLIP RESISTANCE BASED ON THE DYNAMIC COEFFICIENT OF FRICTION (DCOF) AS FOLLOWS:DCOF [ > .42 ] A137.1 - 2012, SEC. 916 3.FOR FLOOR TILE & WALL BASE USE MAPEI GROUT, NEW TAUPE / 185.4.FOR WALL TILE USE MAPEI GROUT, WHITE / 0.3 ACCESSIBLE ALUMINUM THRESHOLDSIGNAGE SCHEDULE DESCRIPTION ITEM MANUF GR-1 GR-4GR-2 GR-3 GR-5 GR-6 GR-7 GR-8 GR-9MENU SYSTEM STORY GRAPHICSTORY GRAPHIC STORY GRAPHIC WOMEN'S RESTROOM SIGNMEN'S RESTROOM SIGNOVERHEAD GRAPHIC OVERHEAD GRPAHICCOMMUNITY BOARDTBDTBDTBDTBDTBD TBD TBD TBD TBDQTY.1 (SEE ELEV.)111 1 1 1 1 1STORY GRAPHIC GR-10OVERHEAD GRPAHIC OVERHEAD GRPAHIC TBD 1 TB - 2 TB - 2 TB - 2 TB - 2 F1 TB - 2 TB - 2 TB - 2 TB - 2 TB - 2 TB - 2 TB - 2 TB - 2 TB - 2 TR - 1 TR - 1 FT - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 CH - 1 F- 1 F- 2 F- 2 F- 1 F- 2 F- 2 P- 1 WB - 4 PT - 1 B- 2 CW T - 1 PT - 1 B- 2 CW T - 1 KI T C H E N 10 6 ME N ' S 10 4 WO M E N ' S 10 5 HA L L 10 3 DI N I N G B 10 2 SE R V I C E 10 7 DI N I N G A 10 1 SH - 3 GR - 1 ME N U SY S T E M GR - 5 GR - 2 GR - 6 GR - 4 GR - 3 PT - 3 B- 4 PT - 6 PT - 2 PT - 1 PT - 4 PT - 3 PT - 6 PT - 2 PT - 1 PT - 4 PT - 3 PT - 6 PT - 2 PT - 1 PT - 4 PT - 3 PT - 6 PT - 2 PT - 1 PT - 4 PT - 3 PT - 6 PT - 2 PT - 1 PT - 4 PT - 3 PT - 6 PT - 2 PT - 1 PT - 4 PT - 3 PT - 6 PT - 2 PT - 1 PT - 4 WS - 1 CS - 1 WS - 1 CS - 1 WS - 1 CS - 1 CW T - 1 FR P CW T - 1 FR P FR P FR P FR P WB - 2 WB - 2 WB - 2 WB - 2 WB - 2 B- 1 ( 2 ) B- 1 ( 2 ) NO T E ( 1 ) : CE R A M I C F L O O R T I L E ( F - 1 ) PR I C E A S A L T E R N A T E FO R R E S T R O O M S F- 1 ( 1 ) NO T E ( 2 ) : CO R I A N W A L L B A S E ( B - 1 ) PR I C E A S A L T E R N A T E FO R F R O N T C O U N T E R B- 1 ( 2 ) F- 1 ( 1 ) NO T E ( 3 ) : CE R A M I C W A L L B A S E ( B - 3 ) PR I C E A S A L T E R N A T E FO R D I N I N G & R E S T R O O M S B- 3 ( 3 ) B- 3 ( 3 ) F- 1 ( 1 ) B- 3 ( 3 ) B- 3 B- 3 B- 1 ( 2 ) B- 3 B- 3 ( 3 ) B- 4 B- 3 ( 3 ) B- 4 B- 3 ( 3 ) B- 4 B- 3 ( 3 ) B- 4 B- 3 ( 3 ) B- 4 B- 3 ( 3 ) B- 4 B- 3 ( 3 ) AL T E R N A T E S TM Design +,Inc.Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011Project No.SHEET TITLEDRAWN BY CHECKED BY DATE REV.DESCRIPTION The Construction Documents shall consist of all drawings,specifications, surveys, soils reports, addenda and other information as provided to the General Contractor, all acting as a whole. None of this information or drawing sheets shall be taken separately or "stand alone" from the remainder of the Construction Documents. All subcontractors shall be responsible to review the entire set of Construction Documents to determine their particular scope of work. Any discrepancies or conflicting information not brought to the attention of the Architect prior to submitting a bid shall be interpreted at the sole discretion of the Architect.DATE IDHS PN#: 378279 FINISH &FURNITURE PLANGRAETER'S ICE CREAM JMB KRB15-067 5-27-2015CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 P E R M I T S E T A2.0 SC O O P S H O P I N T E R I O R F I N I S H S C H E D U L E CO D E S C O O P D E S C R I P T I O N S C O O P M A N U F . 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C O M PT - 4 P A I N T M A T T H E W S P A I N T M P 3 0 1 3 6 B R U S H E D A L U M I N U M D O N O T B R U S H ; S P R A Y A P P L I C A T I O N ONLYNMATTHEWSPAINT.COM PT - 5 P A I N T B E N J A M I N M O O R E O C - 3 7 G L A C I E R W H I T E B E N J A M I N M O O R E . C O M WS - 1 W O O D S T A I N S H E R W I N W I L L I A M S S W 3 1 1 5 - P BISTRO WALNUT SHERWINWILLIAMS.COM FURNITURE SCHEDULE CO D E D E S C R I P T I O N M A N U F . S T Y L E / P R O D . # F I N I S H E S / P R O D U C T # W . D . H . R E M A R K S C O N T A C T CH - 1 B A R S T O O L R I C H A R D S O N SE A T I N G AL U M . S L A T B A C K B A R S T O O L E R P 5 7 B S 1 5 " 1 6 " 4 1 " SEAT HT. 30" RICHARDSONSEATING.COM CH - 2 C H A I R R I C H A R D S O N SE A T I N G AL U M . S L A T B A C K C H A I R E R P 5 7 1 5 " 1 5 " 3 3 " S E A T H T . 1 8 " R I C H A R D S O N S E A T I N G . C O M CH - 3 F L O O R - M O U N T E D ST O O L RI C H A R D S O N SE A T I N G 60 5 0 - 3 0 3 S E A T F A B R I C : C L A R E T V I N Y L 1 4 1 / 2 " 1 4 1/2" 30" SEAT HT. 30" RICHARDSONSEATING.COM CH - 4 B E N C H ( O U T D O O R ) B A R C O S T E R L I N G 6 ' B E N C H ; R E C Y C L E D PL A S T I C KBC1350 IN CEDAR 72" BARCOPRODUCTS.COM TB - 1 T A B L E ( I N D O O R ; BA R H E I G H T ) AM K O G R O U P T O P : T 2 0 ; B A S E : C C 0 2 2 T O P : A M E R I C A N B L A C K W A L N U T , COM. GRD. PU COATING; BASE:BLK.24" 24" 40" AMKOGROUP.COM TB - 2 T A B L E ( I N D O O R ; ST A N D A R D H E I G H T ) AM K O G R O U P T O P : T 2 0 ; B A S E : C C 2 2 - S T D . HT. TOP: AMERICAN BLACK WALNUT,COM. GRD. PU COATING; BASE:BLK.24" 24" 28" AMKOGROUP.COM TB - 3 T A B L E ( O U T D O O R ) R I C H A R D S O N SE A T I N G RN D . A L U M . P A T I O S T Y L E R E M U F 3 0 0 2 2 7 1 / 2 " 2 7 1 / 2 " 2 8 " R I C H A R D S O N S E A T I N G . C O M TR - 1 T R A S H RE C E P T A C L E (I N D O O R ) BA R C O B A R C O M A I D S . S . C U R V E T O P 0 8 B X 2 0 6 6 w / M T L . LINER 14 1/2" 30 1/2" 15 GALLON BARCOPRODUCTS.COM TR - 2 T R A S H RE C E P T A C L E (O U T D O O R ) BA R C O R A V I N I A R E C E P T . ( R E C Y C L E D PL A S T I C ) KTR2200 IN CEDAR 29" 36" 32 GALLON BARCOPR ODUCTS.COM RO O M F I N I S H S C H E D U L E RO O M I D F L O O R B A S E W A L L C E I L I N G DI N I N G C F T - 1 , C F T - 2 , C F T 0 3 , G S - 1 6 " C F T - 1 P - 1 , P - 2 , T R - 3 , W S - 1 , W C 0 1 A C T - 1 / G W B FR E E Z E R M A N U F . F L O O R P A N E L S - M A N U F . W A L L P A N E L S - HA L L C F T - 1 , C F T - 2 , C F T - 3 , G S - 1 6 " C F T- 1 P - 1 , P - 2 , T R - 3 , W S - 1 , W C - 1 A C T - 1 PR E P C F T - 1 F R P - 1 A C T - 3 RE S T R O O M S C F T - 1 C F T - 1 P T - 1 , C W T - 2 , C W T - 3 , P L - 1 A C T - 1 SE R V I N G C F T - 1 , C F T - 2 , C F T - 3 , G S - 1 6 " C F T- 1 P T - 1 , P T - 2 , C W T - 2 , W C - 1 , P L - 3 A C T - 2 1 / 4 " = 1 ' - 0 " 2 FI N I S H P L A N LT-5 LT-5LT-5LT-5 LT - 4 LT - 4 LT - 4 LT - 4 LT - 4 LT - 4 LT - 4 LT - 4 L T - 4 LT - 4 LT-4 LT-4 LT-4 LT-4LT-4LT-4LT-4LT-4EX-1 EX-1 EX-1 A. F . F . AC T - 1 11 ' - 0 " A.F.F.ACT-1 9' - 0"A.F.F.ACT-2 8' - 8" A. F . F . AC T - 2 9' - 0 " A. F . F . AC T - 2 9' - 0 " A.F.F.GYP. SOFFIT 8' - 4" A. F . F . GY P . S O F F I T 8' - 4 " EX-1 LT-8 LT-8EM-1EM-1 EM - 1 EM - 1 EM - 1 EM-1 LT-8 LT-8 LT-8 LT-8LT-4 LT-4 LT-4 LT-4 LT-4 LT-4 LT-4 LT-4A.F.F.GYP. SOFFIT 8' - 4"A.F.F.GYP. SOFFIT 8' - 4"10' - 8" HD. HT. (VIF) 10 ' - 8 " H D . H T . ( V I F ) LT-4 LT-4 LT-4LT-4 LT - 3 LT - 3 LT-2 LT-2ADJ. CLG. HT. AS REQ'D TO ACCOMMODATE AHU ABOVE.A.F.F.ACT-3 9' - 0"LT-4 LT-4 LT-4LT-4 LT-4 LT-4LT-4 LT-4 LT-4LT-4 LT-4LT-4LT-4 LT-4EQ EQ LT-8LT-82A3.0 1' - 6" 8' - 1 1/8"7' - 6 7/8"4' - 9" 4' - 0" 4' - 0"SEE INT. ELEV.4' - 0" ALIGN w/GR-1 4' - 0" 4' - 0" 1' - 10 3/4"1' - 1"1' - 0"5' - 1 1/2"3' - 6" A. F . F . AC T - 1 11 ' - 0 " A. F . F . AC T - 1 11 ' - 0 " 3 A3.0 4 A3 . 0 4 A3 . 0 SI M . A BC12 A A. 2 A. 4 A. 5 B LT-8 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-11' - 6"LT-4 LT-4LT-4 LT-4 CL G . P L A N G E N E R A L N O T E S 1. DO N O T S C A L E D R A W I N G S . 2. AL L M T L . S O F F I T F R A M I N G T O B E 2 0 G A . @ 1 6 " O . C . ( U . N . O . ) . 3. SU P P L Y D I F F U S E R S A N D R E T U R N A I R G R I L L N O T S H O W N . ME C H A N I C A L B Y O T H E R S . KE Y N O T E S L E G E N D CO O R D . C L G . H T . T H I S L O C A T I O N D U E T O H V A C AH U & D U C T I N G ; S E E M E C H . D W G S . ( B Y O T H E R S ) GY P . S O F F I T , S E E I N T E R I O R E L E V A T I O N S & DE T A I L S . A B IN F I L L T . O . B U L K H E A D @ ( E ) O P E N I N G , S E E IN T E R I O R E L E V A T I O N S . C PE N D A N T LT - 1 TR A C K LI G H T I N G LT - 8 RE C E S S E D DO W N L I G H T LT - 4 WA L L - M O U N T E D GO O S E N E C K LT - 2 EX I T L I G H T w / RE M O T E H E A D EX - 1 WA L L S C O N C E LT - 3 EM E R G E N C Y LI G H T EM - 1 LT - 5 2X 4 L E N S E D TR O F F E R EX T . W A L L P A C K LT - 6 EX T . S I G N A G E LI G H T LT - 7 FI X T U R E L E G E N D A. F . F . AC T - 1 11 ' - 0 " A. F . F . AC T - 2 8' - 8 " (T Y P . ) 16 " O . C . ( E ) W D . F L R . T R U S S E S 2 2 " (E ) 2 N D F L R . E L E V . = 14 ' - 0 " B. O . W D . T R U S S E S 11 ' - 1 1 3 / 4 " 6 " 3 " 8' - 4 " CO O R D . C L G . H T . w/ ( E ) S T R F R T . H D . HT . ; G . C . T O V E R I F Y & A D J . A S R E Q ' D 3- 5 / 8 " M T L . S T U D A T T A C H TO ( E ) W D . T R U S S E S @ 3 2 " O . C . 3- 5 / 8 " M T L . S T U D S @ 1 6 " O . C . 5/ 8 " G Y P . B R D . 3- 5 / 8 " C O N T . M T L . TO P T R A C K LT - 1 FI N . D I M . 1' - 6 " NO T E : MA I N T A I N R A T E D CO N D I T I O N A T (E ) F L R . / C L G . AS S E M B L Y ; G . C . TO V E R I F Y 6 " 6 " A. F . F . AC T - 1 11 ' - 0 " A. F . F . AC T - 1 9' - 0 " FI N . D I M . 1' - 6 " ( E ) W D . T R U S S E S 2 2 " H T . (E ) 2 N D F L R . E L E V . = 14 ' - 0 " 8' - 4 " CO O R D . C L G . H T . w/ H V A C A H U ; G . C . TO V E R I F Y & A D J . AS R E Q ' D 3- 5 / 8 " C O N T . M T L . TO P T R A C K A T T A C H TO ( E ) W D . T R U S S E S 3- 5 / 8 " M T L . S T U D S @ 1 6 " O . C . 5/ 8 " G Y P . B R D . (E ) S T L . B M . ; G . C . TO M A I N T A I N R A T E D CO N D I T I O N (E ) 2 X 1 0 s (G . C . V I F ) B. O . W D . T R U S S E S 11 ' - 1 1 3 / 4 " A. 4 NO T E : MA I N T A I N R A T E D CO N D I T I O N A T (E ) F L R . / C L G . AS S E M B L Y ; G . C . TO V E R I F Y (E ) 2 N D F L R . E L E V . = 14 ' - 0 " B. O . W D . T R U S S E S 11 ' - 1 1 3 / 4 " 8' - 4 " 3 " (E ) E X T . W A L L 3- 5 / 8 " M T L . S T U D A T T A C H TO ( E ) W D . T R U S S E S @ 3 2 " O . C . 3- 5 / 8 " M T L . S T U D S @ 1 6 " O . C . 5/ 8 " G Y P . B R D . 3- 5 / 8 " C O N T . M T L . TO P T R A C K ( E ) W D . T R U S S E S 2 2 " H T . (T Y P . ) 16 " O . C . (E ) S T L . B M . T. O . S . ( V I F ) 13 ' - 1 " MI L L W O R K OV E R H D . C A B . G. C . V E R I F Y C A B . D P T H . & A D J . A S R E Q ' D 2' - 1 1 3 / 4 " 6' - 1 0 " RE A C H - I N F R Z R . 1 NO T E : MA I N T A I N R A T E D CO N D I T I O N A T (E ) F L R . / C L G . AS S E M B L Y ; G . C . TO V E R I F Y TM Design +,Inc.Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011Project No.SHEET TITLEDRAWN BY CHECKED BY DATE REV.DESCRIPTION The Construction Documents shall consist of all drawings,specifications, surveys, soils reports, addenda and other information as provided to the General Contractor, all acting as a whole. None of this information or drawing sheets shall be taken separately or "stand alone" from the remainder of the Construction Documents. All subcontractors shall be responsible to review the entire set of Construction Documents to determine their particular scope of work. Any discrepancies or conflicting information not brought to the attention of the Architect prior to submitting a bid shall be interpreted at the sole discretion of the Architect.DATE IDHS PN#: 378279 CEILING PLANGRAETER'S ICE CREAM JMB KRB15-067 5-27-2015CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 P E R M I T S E T A3.0 1/4" = 1'-0"1CEILING PLAN LI G H T I N G F I X T U R E S C H E D U L E TA G D E S C R I P T I O N M A N U F . M O D E L C O M M E N T S C O N T A C T EM - 1 D U A L H E A D E M E R G . L T . E X I T R O N I X ( O R S I M . ) L L 9 0 S E R I E S EX - 1 L I G H T E D E X I T S I G N E X I T R O N I X ( O R S I M . ) V L E D - E L 9 0 S E R I E S LT - 1 D E C O R . P E N D A N T S C H O O L H O U S E E L E C T . ( O R S I M. ) F I N I S H : M A T T E B R N Z . ; S H A D E : O P - 2 2 5 0 - 0 9 - 4 T O B E C O N F I R M E D W I T H J O D I D O L L A T K I N G L I GH T I N G S C H O O L H O U S E E L E C T R I C . C O M LT - 2 D E C O R . S C O N C E B A R N L I G H T E L E C T . ( O R S I M . ) 6 0 0 : - B R N Z . ; S H A D E : 1 2 " S H A D E ; A R M : G 1 S T R A IG H T A R M I N 6 0 0 - B R N Z . T O B E C O N F I R M E D W I T H JO D I D O L L A T K I N G L I G H T I N G B A R N L I G H T E L E C T R I C . C O M LT - 3 D E C O R . S C O N C E S C H O O L H O U S E W A L L S C O N C E F I NI S H : N E U V E L L E B R O N Z E ; P R O D U C T # : 3 7 2 7 4 8 T O B E CO N F I R M E D W I T H J O D I D O L L A T K I N G L I G H T I NG D E S T I N A T I O N L I G H T I N G . C O M LT - 4 R E C E S S E D C A N L I G H T N O R A L T G . ( O R S I M . ) N H P T - 2 6 4 2 E L C O M P A C T F L U O R E S C E N T LT - 5 F L U O R E S C E N T T R O F F E R S I M K A R ( O R S I M . ) T Y 2 4 4 - 2 3 2 B 1 1 - U N V F 3 2 T 8 ( 3 5 0 0 K ) LT - 6 R E M O T E H E A D E G R E S S LT - 7 E X T E R I O R S I G N F I X T U R E DU A L H E A D S I G N L I G H T LT - 8 T R A C K L I G H T w / H E A D S 3 / 4 " = 1 ' - 0 " 2 SO F F I T D E T A I L 3 / 4 " = 1 ' - 0 " 3 SO F F I T D E T A I L 3 / 4 " = 1 ' - 0 " 4 SO F F I T D E T A I L CE I L I N G S C H E D U L E TY P E D E S R I P T I O N M A N U F . T I L E G R I D C O L O R AC T - 1 A C O U S T I C A L C E I L I N G T I L E A R M S T R O N G D U N E # 1 7 7 4 ( 2 4 " x 2 4 " ) T E G U L A R P R E L U D E 1 5 / 1 6 " W H I T E AC T - 2 A C O U S T I C A L C E I L I N G T I L E A R M S T R O N G U L T I M A #1 9 3 5 ( 2 4 " x 2 4 " ) S Q . L A Y - I N P R E L U D E 1 5 / 1 6 " W H I T E AC T - 3 A C O U S T I C A L C E I L I N G T I L E A R M S T R O N G U L T I M A #1 9 3 8 ( 2 4 " x 4 8 " ) S Q . L A Y - I N P R E L U D E 1 5 / 1 6 " W H I T E GY P . S O F F I T P A I N T E D - S E E I N T . F I N . S C H . B E N J A M I N M O O R E - - - - - - P - 5 GE O R G I A - P A C I F I C GP en M o t i o n DOOR IS PERMITTED TO SWING INTO CLEAR FIXTURE SPACE FOR SNGL. USER RESTROOM WHERE A CLEAR FLOOR SPACE OF 30"x48" IS PROVIDED BEYOND THE ARC OF THE DOOR SWING PER 603.2.3 DOOR SWING,ICC/ANSI A117.1 - 2003 MI N . C L R . 12 " M I N . C L R . 1 2 " M I N . C L R . 2 2 " MI N . C L R . 24"T U R N R A D .6 0 " ø MIN. CLR.18" 4 8 x 7 0 C L R . 4 8 x 4 8 C L R . 54x60 CLR. 48 x 6 0 C L R . T U R N R A D .6 0 " ø16" - 18"16" - 18"56" CLR.60" CLR.48" CLR.30" CLR.60 5/8" CLR.56" CLR.A4.02 A4.09354 6 781' - 5"1' - 5" ME N ' S 10 4 WOMEN'S 105 10 4 1051' - 3"A5.0 5 7 1 EM - 1 3 ' - 5 1 / 2 " 6 " PT - 1 B- 2 CW T - 1 A. F . F . AC T - 2 9' - 0 " G. C . T O P R O V I D E O P A Q U E F I L M (E ) W D W . PT - 3 PT - 3 4' - 3 " B- 3 ( 3 ) PT - 1 B- 2 CW T - 1 6 " 3 ' - 5 1 / 2 " A. F . F . AC T - 2 9' - 0 " PT - 3 PT - 3 4' - 3 " B- 3 ( 3 ) LT - 3 10 4 PT - 1 B- 2 CW T - 1 6 " 3 ' - 5 1 / 2 " 2' - 2 " 7' - 0 " A. F . F . AC T - 2 9' - 0 " PT - 3 PT - 3 4' - 3 " B- 3 ( 3 ) LT - 3 EM - 1 PT - 1 B- 2 CW T - 1 3 ' - 5 1 / 2 " 6 " PR O V I D E O P A Q U E WD W . F I L M 7' - 0 " A. F . F . AC T - 2 9' - 0 " 4' - 3 " B- 3 ( 3 ) EM - 1 PT - 1 B- 2 CW T - 1 3 ' - 5 1 / 2 " 6 " A. F . F . AC T - 2 9' - 0 " PT - 3 PT - 3 4' - 3 " B- 3 ( 3 ) EM - 1 PT - 1 B- 2 CW T - 1 6 " 3 ' - 5 1 / 2 " A. F . F . AC T - 2 9' - 0 " PT - 3 PT - 3 4' - 3 " B- 3 ( 3 ) 10 5 3 ' - 5 1 / 2 " 6 " LT - 3 PT - 1 B- 2 CW T - 1 7' - 0 " A. F . F . AC T - 2 9' - 0 " PT - 3 PT - 3 4' - 3 " B- 3 ( 3 ) PT-1 WD-1CWT-1 3' - 5 1/2"6"LT-3 2' - 2"7' - 0"A.F.F.ACT-2 9' - 0"PT-3PT-3 4' - 3" HO R I Z . UN I T C.L.39"-41"T.O. GRB. BR.33"-36"17"-19"18" MIN.39"-41"42" MIN.MAX.12"7"-9"15" MIN.1" MIN.T.O. GRB. BR.33"-36"16"- 18"MIN.12"MIN.24"36" MIN.15" MIN.39"-41"18" MIN. B . O . P A P E R T O W E L & S O A P D I S P . 4 ' - 0 " M A X . ( O P E R A B L E P O I N T ) B . O . M I R R O R R F L C T . S U R F . 4 0 " M A X . T . O . L A V . 3 4 " M A X . B . O . S O A P D I S P . 4 ' - 0 " M A X . ( O P E R A B L E P O I N T ) B . O . M I R R O R R F L C T . S U R F . 4 0 " M A X . T . O . L A V . 3 4 " M A X . 2 9 " M I N . 4 8 " M A X . 4 4 " 1 7 " M A X . T . O . C H A N G I N G S U R F . 3 4 " TM Design +,Inc.Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011Project No.SHEET TITLEDRAWN BY CHECKED BY DATE REV.DESCRIPTION The Construction Documents shall consist of all drawings,specifications, surveys, soils reports, addenda and other information as provided to the General Contractor, all acting as a whole. None of this information or drawing sheets shall be taken separately or "stand alone" from the remainder of the Construction Documents. All subcontractors shall be responsible to review the entire set of Construction Documents to determine their particular scope of work. Any discrepancies or conflicting information not brought to the attention of the Architect prior to submitting a bid shall be interpreted at the sole discretion of the Architect.DATE IDHS PN#: 378279 RESTROOM PLANGRAETER'S ICE CREAM JMB KRB15-067 5-27-2015CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 P E R M I T S E T A4.0 1 / 2 " = 1 ' - 0 " 1 RESTROOM PLAN 3 / 8 " = 1 ' - 0 " 2 RE S T R O O M E L E V A T I O N 3 / 8 " = 1 ' - 0 " 3 RE S T R O O M E L E V A T I O N 3 / 8 " = 1 ' - 0 " 4 RE S T R O O M E L E V A T I O N 3 / 8 " = 1 ' - 0 " 5 RE S T R O O M E L E V A T I O N 3 / 8 " = 1 ' - 0 " 6 RE S T R O O M E L E V A T I O N 3 / 8 " = 1 ' - 0 " 7 RE S T R O O M E L E V A T I O N 3 / 8 " = 1 ' - 0 " 8 RE S T R O O M E L E V A T I O N 3/8" = 1'-0"9RESTROOM ELEVATION 1 / 2 " = 1 ' - 0 " 10 AD A R E S T R O O M D I A G R A M EM - 1 LT - 1 L T - 1 L T - 1 L T - 1 L T - 1 L T - 1 L T - 1 LT - 2 LT - 8 EX - 1 10 7 4' - 6 " EQ E Q EQ . E Q . 4 ' - 0 " 2 " 2 " 2" 2" 2" 2" 36 X 3 4 36 X 2 2 3 6 X 3 4 3 6 X 3 4 36 X 3 4 36 X 2 2 M A X . H T . ( A D A ) 2 ' - 1 0 " PT - 6 PT - 2 PT - 1 PT - 3 PT - 4 PT - 3 PT - 4 PT - 3 B- 4 WB - 1 WS - 1 WS - 1 CS - 1 CS - 1 GR - 1 ME N U SY S T E M PT - 6 PT - 2 PT - 3 PT - 1 CW T - 1 CW T - 1 CW T - 1 LT - 1 LT - 8 EQ E Q E Q EQ E Q E Q B- 3 ( 3 ) EX-1 101ALT-2 LT - 2 EQ EQ EQ EQ (E) STRFRT. WDW. & DOOR GR-2 GR - 5 CO O R D . H T . w / ( E ) ST R F R T . H D . H T . PT - 6 PT - 2 PT - 1 CO O R D . H T . w / ( E ) WD W . H D . H T . ; S E E EL E V . 7 / A 6 . 0 PT-6 PT-2PT-1 PT-3 B-4PT-3 WB-4PT-3 PT-4 8' - 6"3' - 6"A.F.F.ACT-1 11' - 0"B-3 (3)B-3 (3) A. F . F . AC T - 1 9' - 0 " LT - 2 EX - 1 GR - 6 10 1 B (E ) S T R F R T . W D W . & D O O R SL A T WA L L GR - 7 GR - 8 GR - 9 GR - 1 0 CO O R D . H T . w / ( E ) ST R F R T . H D . H T . PT - 6 PT - 2 PT - 1 CO O R D . H T . w / ( E ) WD W . H D . H T . ; S E E EL E V . 7 / A 6 . 0 PT - 6 PT - 2 PT - 1 PT - 3 WB - 3 PT - 3 B- 4 PT - 3 B- 4 PT - 3 PT - 4 PT - 3 PT - 4 PT - 4 PT - 3 A. F . F . AC T - 1 11 ' - 0 " 8' - 6 " 3' - 6 " A. F . F . AC T - 1 11 ' - 0 " B- 3 ( 3 ) B- 3 ( 3 ) LT-1LT-8 LT-8 LT-8 LT-8 106AA.F.F.ACT-1 11' - 0"A.F.F.ACT-2 8' - 8"CWT-1 FRP (ADA HT.)2' - 10" MAX.4' - 0" 3' - 6 " 8' - 6 " CO O R D . H T . w / ( E ) ST R F R T . H D . H T . PT - 6 PT - 2 PT - 1 CO O R D . H T . w / ( E ) WD W . H D . H T . ; S E E EL E V . 7 / A 6 . 0 PT-3 B-4PT-3PT-3 PT-4 CS-1 WB-2LT-1 B-3 (3)B-4 B-3 (3) 10 6 B PT - 6 PT - 2 PT - 3 PT - 1 PT - 4 CO O R D . H T . w / ( E ) ST R F R T . H D . H T . PT - 6 PT - 2 PT - 1 PT - 6 PT - 2 PT - 1 PT - 3 B- 4 PT - 6 PT - 2 PT - 3 PT - 1 PT - 4 3' - 6 " 8' - 6 " CO O R D . H T . w / ( E ) WD W . H D . H T . ; S E E EL E V . 7 / A 6 . 0 PT - 3 B- 4 EM - 1 GR - 3 A. F . F . AC T - 1 11 ' - 0 " LT - 2 B- 3 ( 3 ) B- 3 ( 3 ) GY P . & M T L . S T U D IN F I L L ( E ) O P E N I N G ; CO O R D . w / C L G . A T HV A C A H U L O C A T I O N ; SE E C L G . P L A N EM - 1 EM-1 PT-3 B-4PT-3 B-4PT-6 PT-2PT-6 PT-2PT-3 PT-3 8' - 6 " A.F.F.ACT-1 11' - 0"PT-1 PT-4 8' - 6"COORD. HT. w/(E)WDW. HD. HT.3' - 6"PT-1 GR-4LT-2 LT - 2 B-3 (3)B-3 (3) EM - 1 8' - 6 " 3' - 6 " PT - 3 B- 4 PT - 6 PT - 2 PT - 3 PT - 1 PT - 4 PT - 3 B- 4 PT - 6 PT - 2 PT - 3 PT - 1 PT - 4 PT - 6 PT - 2 PT - 1 PT - 6 PT - 2 PT - 1 CO O R D . H T . w / ( E ) WD W . H D . H T . CO O R D . H T . w / ( E ) ST R F R T . H D . H T . A. F . F . AC T - 1 11 ' - 0 " (E ) W D W . LT - 2 B- 3 ( 3 ) B- 3 ( 3 ) EX-1 10 4 102 PT-3 B-4PT-6 PT-2PT-3 PT-1PT-4 PT-6 PT-2PT-1 COORD. HT. w/(E)STRFRT. HD. HT.PT-38' - 6" PT - 6 PT - 2 PT - 1 (E) STRFRT. DOORA.F.F.ACT-1 11' - 0"B-3 (3)TM Design +,Inc.Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011Project No.SHEET TITLEDRAWN BY CHECKED BY DATE REV.DESCRIPTION The Construction Documents shall consist of all drawings,specifications, surveys, soils reports, addenda and other information as provided to the General Contractor, all acting as a whole. None of this information or drawing sheets shall be taken separately or "stand alone" from the remainder of the Construction Documents. All subcontractors shall be responsible to review the entire set of Construction Documents to determine their particular scope of work. Any discrepancies or conflicting information not brought to the attention of the Architect prior to submitting a bid shall be interpreted at the sole discretion of the Architect.DATE IDHS PN#: 378279 INTERIOR ELEVATIONSGRAETER'S ICE CREAM JMB KRB15-067 5-27-2015CARMEL CITY CENTER 836 S. RANGELINE RD.CARMEL, IN 46032 P E R M I T S E T A5.0 3 / 8 " = 1 ' - 0 " 1 IN T E R I O R E L E V A T I O N 3/8" = 1'-0"2INTERIOR ELEVATION 3 / 8 " = 1 ' - 0 " 3 IN T E R I O R E L E V A T I O N 3/8" = 1'-0"4INTERIOR ELEVATION 3 / 8 " = 1 ' - 0 " 5 IN T E R I O R E L E V A T I O N 3/8" = 1'-0"6INTERIOR ELEVATION 3 / 8 " = 1 ' - 0 " 7 IN T E R I O R E L E V A T I O N 3/8" = 1'-0"8INTERIOR ELEVATION