Loading...
HomeMy WebLinkAbout1831 Rinehart Rd (a) (3)w w --s mmb' 0 8- 1uhlart Hudd nil a AMP& f mmi 40% ff ur%771- c,` „` d d --f z LY- 2014 ,' '.' LOCATION PLAN PROJECT LOCATION LIFE SAFETY PLAN SCALE: 1/8" = T-0" 1' 4' 8' LIFE SAFETY LEGEND 170 DENOTES MAXIMUM LOAD PER EGRESS ELEMENT X100'-01, DENOTES PATH OF TRAVEL & DISTANCE - DENOTES COMMON PATH OF TRAVEL & DISTANCE CODE SYNOPSIS OCCUPANT LOAD: (FBC 1004.1 OCCUPANCY „... OCCUPANT LOAD KITCHEN/BACK-OF-HOUSE 2,200 200 11 INTERIOR DINING 3,026 15 1,€•._I..::` girl .:...... .. 1,014 15 68 .z 6,240 33 l °Y ' cl, w 0 - I y pp,y� .......(rE€ f; f 1Mw'S wiiii '.. - ¢ f a:2`' : } - { ,k ill€ern', �a.,E"IIil14#F CEJ t$ci,' I.x t(1..r 3E y z' PROJECT LOCATION LIFE SAFETY PLAN SCALE: 1/8" = T-0" 1' 4' 8' LIFE SAFETY LEGEND 170 DENOTES MAXIMUM LOAD PER EGRESS ELEMENT X100'-01, DENOTES PATH OF TRAVEL & DISTANCE - DENOTES COMMON PATH OF TRAVEL & DISTANCE CODE SYNOPSIS OCCUPANT LOAD: (FBC 1004.1 OCCUPANCY AREA(SF) LOAD FACTOR OCCUPANT LOAD KITCHEN/BACK-OF-HOUSE 2,200 200 11 INTERIOR DINING 3,026 15 202 EXTERIOR DINING 1,014 15 68 TOTAL 6,240 281 EGRESS WIDTH: (FBC 1005.1 OCCUPANT LOAD: 281 PERSONS DOOR WIDTH REQUIRED: 57" (281 @.2" PER PERSON) DOOR WIDTH PROVIDED: 182" (910 PERSONS) MAX. TRAVEL DISTANCE: 250' (SPRINKLERED) MAX. COMMON PATH OF TRAVEL: 75' (FBC 1014.3) APPLICABLE CODES: FLORIDA BUILDING CODE - BUILDING 2010 EDITION FLORIDA BUILDING CODE - EXISTING 2010 EDITION FLORIDA BUILDING CODE - PLUMBING 2010 EDITION FLORIDA BUILDING CODE - FUEL GAO -2010 EDITION FLORIDA BUILDING CODE - MECHANICAL 2010 EDITION NATIONAL ELECTRICAL CODE - 2008 EDITION NFPA 101 LIFESAFETY CODE W/ FLORIDA MODIFICATIONS - 2009 EDITION FLORIDA FIRE PREVENTION CODE - 2010 EDITION PROJECT NAME: MELLOW MUSHROOM PIZZA BAKERS JURISDICTION: CITY OF SANFORD, FLORIDA PROJECT ADDRESS: 1831 RINEHART ROAD, SANFORD, FL 32771 OCCUPANCY CLASSIFICATION: GROUP A-2, ASSEMBLY CONSTRUCTION TYPE: TYPE IIA, SPRINKLERED NUMBER OF STORIES: 1 STORY BUILDING HEIGHT: N/A, EXISTING CONSTRUCTION AREA: 6,240 SF CLASSIFICATION OF WORK: ALTERATION, LEVEL 2 A E-ARNM1�F�(�ER �A S AW;NEORK0 ApERTOPROGEEO CAPC.AHERNELN UCE sORIYTOE OVISION opUOA GODES,NOILpNG 1)C CO OFER00S CODE THE UCORK �OJTIOOS RCONSTCTON OR PROJECT TEAM: BROWN ENTERPRISES OF ORLANDO, INC. 6770 RIDUEWOOD AVENUE SUITE # 1001 COCOA BEACH, FLORIDA ARCHITECT ELEVATION ARCHITECTURE 51'1 WEST BAY STREET SUITE # 350 TAMPA, FLORIDA 33606 813-279-8800 MEP ENGINEERS WILSON & GIRGENTI, LLC P.O. BOX 1377 SAFETY HARBOR, FLORIDA 34695� -''i' 8'13-855-3330 Ir COLUMN CENTERLINE OFFICE NORTH ARROW 101 ROOM DESIGNATION - - PROPERTY LINE / MATCHLINE EL. SCALE: 1/8" = V-0" P"1 PARTITION TYPE DESIGNATION NOTE ELEVATION LEVEL LINE GRAPHIC SCALE 1' 4' 8' A WINDOW TYPE DESIGNATION ATALPHABETICAL DESIGNATION A T (VERTICAL COLUMN LINE)1O ACCESSORY ITEM DESIGNATION n NUMERICAL DESIGNATION D A3.1 B INTERIOR ELEVATION INDICATOR �-/ (HORIZONTAL COLUMN LINE) - SHEET NO. C1 KEYNOTE INDICATOR C DETAIL NO. A 100.00'_ _ SPOT ELEVATION 01 DOOR NUMBER DESIGNATION Xt. ELEVATION (REFERENCE DRAWING NUMBER) A1.1 r-------1 '100.00' NEW OR REQUIRED POINT ELEVATION INDICATES ADA CLEARANCE 1.1 DETAIL (REFERENCE DRAWING NUMBER) f IC -'C? EXISTING CONTOURS BREAK LINE A WALL SECTION' 100 NEW OR FINISHED CONTOURS ADDENDUM BULLETIN 1.1 C �® TB -1 TEST BORING LOCATION SANFORD QUILDING DIVISION PERMIT ISSUED SHALL BE CONSTRUED TO BE A I"ENSE TO PROCEED WITH THE WORK AND NOT AS ,'JTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDF ANY OF THE PROVISIONS OF THE TECHNICAL „ODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT rHE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, GUNSTRUCTION OR VIOLATIONS OF THIS CODE INDEX OF DRAWINGS . IJ PROJECT: SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 AUG 2 17014 REVISIONS: SHEET TITLE: CC�VEP SKEET DATA: PROJECT 3t: 14-119 DATE: 08.21.14 DRAV�/N BY: .JH/KCN FILE: 14-119 CD Jt. X� l °Y ' cl, w 0 - SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 AUG 2 17014 REVISIONS: SHEET TITLE: CC�VEP SKEET DATA: PROJECT 3t: 14-119 DATE: 08.21.14 DRAV�/N BY: .JH/KCN FILE: 14-119 CD SHEET "-#: '11 T cI, E OF T Ri H A ASPHALT I CONCRETE HEADWAL �I 11 ASPHAI_F SITE DIMENSION PLAN I i 4n7 44 779 A –r- — — ADA RAMP TYPE "B" (TYP) FIRE HYDRANT (TYPICAL) I� \ I I 22a it I P,=20'. NORTH I DRAINAGE MANHOLE TOP FL 32.04� NE INV. 15" RCP _L 27.01'1 NN I • I EXISTING DIRECTIONAL ARROW [2], EXISTING 30" HIGH INTENSITY GRADE STOP SIGN (R1-1) 3 t EXISTING 24" WIDE WHITE THERMOPLASTIC STOP BAR (TYP.) EXISTING HANDICAP RAMP 4H 1-51, EXISTING HANDICAP SIGN EXISTING HANDICAP PAVEMENT SYMBOLS EXISTING WHEEL STOP 1131 EXISTING DUMPSTER ENCLOSURE ng EXISTING 6" CURB EEXISTING CONCRETE APRON / PAVEMENT 11 EXISTING CONCRETE SIDEWALK 12 EXISTING MONOLITHIC CURB AND SIDEWALK 13 EXISTING PAVEMENT STRIPING (4" WHITE) (TYP) [14] EXISTING ASPHALT PAVING 15 EXISTING BOLLARD 16 EXISTING FIRE HYDRANT 17 EXISTING PEDESTRIAN ACCESS ROUTE (CROSSWALK STRIPING) 18 EXISTING LOADING ZONE 19 EXISTING "DO NOT ENTER" SIGN (R5-1) 20 EXISTING LANDSCAPE BUFFER �1 NEW MONUMENT SIGNAGE ON EXISTING BASE (UNDER SEPARATE PERMIT) 22 CONSTRUCTION EASEMENT FOR GRADING 22a MIN. BUILDING SETBACK 23 EXISTING CROSS ACCESS EASEMENT TO REMAIN 24 LIMITS OF DEVELOPMENT [251 FIRE LANE 26 EXISTING PEDESTRIAN CROSSING SIGN (D INDICATES NUMBER OF PARKING SPACES WITHIN RUN ILI SEAL AND RE -STRIPE PARKING LOT TO PROVIDE LIKE -NEW FINISH S2 PRUNE/CL FA.N UP LANDSCAPING THROUGHOUT, AND BRING SITE UP TO CODE - GENERAL NOTE 53 MODIFY/REFINISH EXISTING OUTDOOR COVERED PATIO - REFER TO A3 SERIES DRAWINGS 0S� EXPAND OUTDOOR COVERED AREA INCLUDING 36" HIGH PLANTER WALL ALONG SIDE DRIVE TO PARKING REMOVE EXISTING PALM TREES AND RELOCATE TO AREAS ON SITE WHERE 005 CANOPY TREES NEED TO BE REPLACED. PROVIDE HEDGE ALONG GREEN SPACE BETWEEN PATIO AND SIDEWALK LEGAL DESCRIPTION LEGAL DESCRIPTION (PARCEL 02) PART OF LOT 24, SMITH'S THIRD SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 86, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LYING IN A PORTION OF THE NORTHWEST 1/4, SECTION 28, TOWNSHIP 19 SOUTH, RANGE 30 FAST, SEMINOLE COUNTY FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SAID INTERSECTION 28; THENCE NORTH 89 DEGREES 58'4:3" EAST 15.00 FEET ALONG THE SOUTH LINE OF SAID NORTHWEST1/4 TO A POINT ON THE FAST RIGHT OF WAY LINE OF RINEHART ROAD AS SHOWN ON SEMINOLE COUNTY RIGHT OF WAY MAP BY GLACE AND RADCLIFFE, INC. JOB #88531; THENCE NORTH 00 DEGREES 07'12" WEST, 79.79 FEET ALONG SAID FAST RIGHT OF WAY LINE TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID FAST RIGHT OF WAY LINE, RUN NORTH 00 DEGREES 07'12" WETS, 186.37 FEET; THENCE DEPARTING SAID EAST RIGHT OF WAY LINE, RUN NORTH 89 DEGREES 52'48" EAST, 547.12 FEET TO A POINT ON THE EAST LINE OF 110.00 FOOT WIDE FLORIDA POWER AND LIGHT COMPANY RIGHT OF WAY EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 124, PAGE 401 AND OFFICIAL REWORDS BOOK 183, PAGE 141, SFMINOLE COUNTY, FLORIDA; THENCE SOUTH 00 DEGREES 08'12" FAST, 131.54 FLET ALONG SAID EAST LINE; THENCE DEPARTING SAID EAST LINE, RUN SOUTH 63 DEGREES 06'27" WEST, 121.72 FEET; THENCE SOUTH 89 DEGREES 52'48" WEST, 438.49 FEET TO THE POINT OF BEGINNING. CONTAINING 227 ACRES (98,995 SQUARE FELT) ■ PROJECT: SEAL: Emmm— Dennis M. Carr, AIA FL Lic. Na AR0015756 'AUG 212014 REVISIONS: 0er � 4-1 0 (D L- 0 CO SHEET TITLE: SITE PLAN PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: If 20 I I I� I� I I 19 Ps? o 'aim ��� (//DFJ D"l -J L ----__ =\ )(� - - - r -- 1I I I 41 1 �l DFa CD3 �CJ� �\ FF O O O O =_ IIIJ 1/ �\ J ` �1(J)(D13 fj I � I I1 D1 D2 ° 1 _ J -_ y (� 11. L -= C��CD CD8) D9 �1 15 C`J — 21------------------ -- ��------_I rpt II U ---- U 11 18 -11 a / � lI D2 D5 �1J\\\ 11 1 1 Hill 1 11 11 D1 O \� / r , Y — —` r — — — I I ------- }/ D3 D3-L`-------�- - - -a --- -�- - - - - — �' I I III I 1 III I I n 15 I I T T a 1 1, -- -- II I hrn T T II I III n -- �� a -� T- rr „ r' IIII I 11111 I I II II I ! 111 11 1 1 15 1111 D3 /\ I III I 1 II 111 I II 111 I II 11 1 1 //�� > T--T—frill—T--T— n- --i a,y n / i �_� I I II III I I IIII I III" I I "I f l � D3 I I !Illi I III —M - — _IL 24 - 1 1 rn- -- r-- I T- ml- f - -� -m /i/ „� D4 III 1 i / 4'-7 - I I � 111 I IIII III I I III I I II I II I I III /ice/ - � L__L 1 I , ----- 111,I 1111 IL D1 w I alyD1 % 24 D3 `\`--' 111 T--T—frill—T--T—fRII—T--T—fflll r--T—frill—T—_T—frril T I frFl I Ilk I I 1'. I I V I I I 1 11 1v b14 1 15 1 III 15 c PARTITION I FG FN I7 EXISTING BUILDING CORE AND SHELL PARTITION TO REMAIN INSTALLED EXISTING INTERIOR PARTITION TO REMAIN INSTALLED _ = EXISTING PARTITION AND DOOR ASSEMBLY TO BE REMOVED EXISTING PARTITION AND DOOR ASSEMBLY OUTSIDE SCOPE OF WORK TO REMAIN INSTALLED AND OPERATIONAL i_ I _ lLw _ L _ _ 1 _ Wil I I ��-- I tLLU _ i .� ti`-L jti I I I 14 14 14 I 1 14 26 -J L ----------J L - - - - - -- III 1 QC-----II----=I-----IL----II------- —. DUPLEX ELECTRICAL RECEPTACLE TO BE REMOVED. QUADRUPLEX ELECTRICAL RECEPTACLE TO BE REMOVED. ❑1 JUNCTION BOX TO BE REMOVED. DUPLEX VOICE/DATA COMMUNICATION RECEPTACLE TO BE REMOVED. -'I TELEPHONE RECEPTACLE TO BE REMOVED. SWITCH TO BE REMOVED DEMOLITION PLAN 1. ALL ITEMS DASHED ON PLANS ARE EXISTING CONDITIONS TO BE REMOVED. ALL OTHER ITEMS SHOWN ARE EXISTING CONDITIONS TO REMAIN INSTALLED AND OPERATIONAL. 2. PATCH AND REPAIR ALL SURFACES AND OBJECTS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WITH MATERIALS AND METHODS TO MATCH EXISTING CONDITIONS, AND PROVIDE A UNIFORM, SMOOTH SURFACE. PREPARE GYPSUM BOARD SURFACES THROUGHOUT TO RECEIVE NEW WALL FINISHES (TO CEILING HEIGHT) AS SPECIFIED. 3. ALL EXISTING DOOR, FRAME AND HARDWARE ASSEMBLIES LOCATED IN PARTITIONS TO BE DEMOLISHED ARE TO BE REMOVED AND REINSTALLED AT NEW DOOR LOCATIONS AS SHOWN ON CONSTRUCTION PLAN. REPAIR AND REFINISH DOORS, FRAMES AND HARDWARE AS REQUIRED TO ACHIEVE A LIKE NEW APPEARANCE AND FUNCTION AND TO MATCH FINISH CONDITIONS AT NEW RELOCATED POSITION. ANY DOOR ASSEMBLY NOT REUSED IN THE NEW CONSTRUCTION SHALL BE RETURNED TO THE BUILDING STOCK AND DELIVERED TO AN AREA DESIGNATED BY THE BUILDING MANAGEMENT. 4. DISCONNECT FROM SOURCE AND REMOVE ALL ELECTRICAL RECEPTACLES, DATAITELEPHONE RECEPTACLES AND SWITCHES IN PARTITIONS TO BE DEMOLISHED. ALL OTHER EXISTING ELECTRICAL RECEPTACLES, DATA/TELEPHONE RECEPTACLES AND SWITCHES ARE TO REMAIN INSTALLED, WIRED AND OPERATIONAL, UNLESS OTHERWISE NOTED. 5. EXISTING CEILING CONDITIONS TO REMAIN, THAT ARE ADJACENT TO AREAS SCHEDULED FOR DEMOLITION, ARE TO BE PROTECTED TO MAINTAIN ITS EXISTING FINISHED CONDITION. ALL FIXTURES AND DEVICES LOCATED IN AREAS TO BE DEMOLISHED ARE TO BE REMOVED, REFURBISHED, RE-LAMPED AND/OR REPAIRED AS NECESSARY AND REINSTALLED IN NEW LOCATIONS AS SHOWN ON THE REFLECTED CEILING PLAN. ANY FIXTURE OR DEVICE NOT REUSED IN THE NEW CONSTRUCTION SHALL BE RETURNED TO THE BUILDING STOCK AND DELIVERED TO AN AREA DESIGNATED BY THE BUILDING MANAGEMENT. 6. REMOVE ALL EXISTING WALL COVERING MATERIAL THROUGHOUT, UNLESS OTHERWISE NOTED. PATCH AND REPAIR ALL SURFACES AND OBJECTS AFFECTED BY DEMOLITION AS REQUIRED TO PROVIDE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. CONTRACTOR TO SURVEY CONDITION OF WALLS PRIOR TO PROVIDING BID OR STARTING ANY WORK. 7. REMOVE ALL EXISTING FLOOR COVERING MATERIAL AND BASE THROUGHOUT, UNLESS OTHERWISE NOTED. PATCH AND REPAIR ALL SURFACES AND OBJECTS AFFECTED BY DEMOLITION AS REQUIRED TO PROVIDE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. FLOAT SLAB AS NECESSARY TO MEET %a TOLERANCE REQUIREMENTS OF A.C.I. STANDARDS FOR CLASS A OFFICE BUILDINGS ( ' IN 10') TO ACHIEVE A LEVEL SURFACE FOR THE INSTALLATION OF NEW FLOOR COVERING MATERIALS. CONTRACTOR TO SURVEY CONDITION OF FLOOR PRIOR TO PROVIDING BID OR STARTING ANY WORK. j DEMOLITION PLAN -IFFY NOTI✓S 1� REMOVE EXISTING HOOD AND ASSOCIATED EQUIPMENT, AND STORE IN SECURE LOCATION FOR POSSIBLE RE -USE. Dl DISCONNECT FROM SOURCE AND REMOVE ANY ASSOCIATED ELECTRICAL RECEPTACLES, SWITCHES OR COMPONENTS. PATCH AND REPAIR ANY ADJACENT AREAS TO REMAIN TO PROVIDE A UNIFORM, SMOOTH FINISH FOR RECEIPT OF NEW FINISHES DURING CONSTRUCTION. (D'2) REMOVE ALL EXISTING KITCHEN EQUIPMENT - COORDINATE WITH OWNER FOR ANY EQUIPMENT TO BE REUSED, AND STORE EQUIPMENT IN A PROTECTED AND SECURE LOCATION FOR RE -USF. DISCONNECT FROM SOURCE AND REMOVE ANY ASSOCIATED ELECTRICAL RECEPTACLE, SWITCHES OR COMPONENTS. PATCH AND REPAIR ANY ADJACENT AREAS TO REMAIN TO PROVIDE A UNIFORM, SMOOTH FINISH FOR RECEIPT OF NEW FINISHES DURING CONSTRUCTION. ���EXISTING MILLWORK TO BE REMOVED. VERIFY WHETHER MILLWORK SHALL BE DISPOSED OF OR RETURNED TO BUILDING STOCK, AND DELIVER TO AN AREA DESIGNATED BY OWNER. PATCH AND REPAIR ADJACENT WALL(S) AS REQUIRED TO PROVIDE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES DURING CONSTRUCTION. D4 EXISTING MILLWORK, SINK& PLUMBING TO BE REMOVED. VERIFY WHETHER MILLWORK SHALL BE DISPOSED OF OR RETURNED TO BUILDING STOCK, AND DELIVER TO AN AREA DESIGNATED BY OWNER. PATCH AND REPAIR ADJACENT WALL(S) AS REQUIRED TO PROVIDE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. TEMPORARILY CAP PLUMBING BELOW SURFACE OF SLAB AS REQUIRED FOR POSSIBLE RE -USE DURING CONSTRUCTION. FLOAT SLAB AS NECESSARY TO MEET TOLERANCE REQUIREMENTS OF OF 1/8" IN 10' TO ACHIEVE A LEVEL SURFACE FOR THE INSTALLATION OF THE NEW FLOOR COVERING MATERIALS DURING CONSTRUCTION. D5 EXISTING MILLWORK, SINK & PLUMBING TO BE REMOVED. TEMPORARILY CAP PLUMBING FOR RF -USE DURING CONSTRUCTION. PATCH AND REPAIR ADJACENT WALL(S) AS REQUIRED TO PROVIDE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES DURING CONSTRUCTION. I F / N ANY AS�'OCIATFD CARRIER TEMPORARILY CAP Kim PRojFC"f: SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 f AUG 21?U14 D6 CAREFULLY REMOVE EXISTING TOI__T AND OR URINAL A D _ PLUMBING FOR RE -USE. PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A SMOOTH, UNIFORM SURFACE FOR REVISIONS: THE RECEIPT OF NEW FINISHES DURING CONSTRUCTION. D7 EXISTING TOILET PARTITION SYSTEM TO BE REMOVED. VERIFY WITH OWNER WHETHER PARTITIONS SHALL BE DISPOSED OF OR RETURNED TO BUILDING STOCK, AND DELIVER TO AN AREA DESIGNATED BY OWNER. D8 EXISTING RESTROOM ACCESSORIES TO BE REMOVED. VERIFY WITH OWNER WHETHER ACCESSORIES SHALL BE DISPOSED OF OR RETURNED TO BUILDING STOCK, AND DELIVER TO AN AREA DESIGNATED BY OWNER. D9 REMOVE EXISTING WALL TILE THROUGHOUT RESTROOMS. PATCH AND REPAIR ADJACENT SURFACES AS REQUIRED TO PROVIDE A UNIFORM, SMOOTH SURFACE FOR RECEIPT OF NEW FINISHES DURING CONSTRUCTION. D10 EXISTING HAND SINK TO BE REMOVED. TEMPORARILY CAP EXISTING PLUMBING AS REQUIRED FOR POSSIBLE RE -USE DURING CONSTRUCTION. D11 CAREFULLY REMOVE EXISTING PARTITION AROUND COLUMN TO ENSURE NO DAMAGE TO EXISTING COLUMN. PROTECT DURING THE REMAINDER OF DEMOLITION AND CONSTRUCTION. (D 12 REMOVE EXISTING LAY -IN CEILING ASSEMBLY, DRYWALL SOFFITS, AND FIXTURES THROUGHOUT. DISCONNECT FROM SOURCE AND REMOVE ANY ASSOCIATED ELECTRICAL FIXTURES, RECEPTACLES, SWITCHES OR COMPONENTS. 013 REMOVE EXISTING MOP SINK AND ENCLOSURE.TEMPORARILY CAP PLUMBING AS REQUIRED FOR RE -USE DURING CONSTRUCTION. D14 EXISTING EXTERIOR WINDOW ASSEMBLY TO BE CAREFULLY REMOVED. VERIFY WHETHER REMOVED WINDOW ASSEMBLY SHALL BE DISPOSED OF OR RETURNED TO BUILDING STOCK, AND DELIVER TO AN AREA DESIGNATED BY THE BUILDING MANAGEMENT. ;I (15 CAREFULLY REMOVE EXISTING WINDOW SHADES THROUGHOUT AND STORE IN A PROTECTED AND SECURE - LOCATION DURING DEMOLITION AND CONSTRIJC-:TION FOR POSSIBLE RE -USE. T 16 CAREFULLY REMOVE EXISTING STOREFRONT VESTIBULE SYSTEM. VERIFY WITH OWNER WHETHER STOREFRONT = SYSTEM AND GLASS PANELS SHALL BE DISPOSED OF OR RETURNED TO BUILDING STOCK, AND DELIVER TO AN AREA DESIGNATED BY OWNER. PATCH AND REPAIR EXISTING STOREFRONT TO REMAIN TO RESTORE LIKE NEW APPEARANCE AND FUNCTION. (j1)EXISTING PHONE BOARD ANG/OR ELECTRICAL PANELS TO REMAIN INSTALLED AND OPERATIONAL AT THIS LOCATION. PROTECT DURING DEMOLITION. AND CONSTRUCTION Cj1') EXISTING ELECTRICAL PANELS TO BE REMOVED AND RELOCATED TO NEW LOCATION AS INDICATED ON MEP DOCUMENTS. D19 EXISTING WATER HEATER TO REMAIN. PROTECT DURING DEMOLITION AND CONSTRUCTION TO ENSURE PROPER OPERATION AND FUNCTION. CD2)) EXISTING WALK-IN COOLER LAYOUT MODIFICATION BY KITCHEN EQUIPMENT SUPPLIER (KES) - NOT IN CONTRACT. (2) EXISTING WAINSCOT AND TOP CAP AT PERIMETER TO REMAIN. PROTECT DURING DEMOLITION AND _- CONSTRUCTION. (D2) REMOVE EXISTING WAINSCOT PANEL AND TOP CAP THIS LOCATION. PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A UNIFORM SMOOTH SURFACE FOR RECEIPT OF NEIN FINISHES. CD2� REMOVE EXISTING FLOOR TILE AT EXTERIOR PATIO. PATCH AND REPAIR ALL SURFACES AND OBJECTS AFFECTED BY DEMOLITION AS REQUIRED TO PROVIDE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. FLOAT SLAB AS NECESSARY TO MEET TOLERANCE REQUIREMENTS OF ( %" IN 10') TO ACHIEVE A LEVEL SURFACE FOR THE INSTALLATION OF NEW FLOOR COVERING MATERIALS. CONTRACTOR TO SURVEY CONDITION OF FLOOR PRIOR TO PROVIDING BID OR STARTING ANY WORK. (2) REMOVE EXISTING EXTERIOR BASE TILE BAND AROUND PERIMETER OF BUILDING. PATCH AND REPAIR AS REQUIRED TO PROVIDE A UNIFORM SMOOTH SURFACE FOR RECEIPT OF NEW FIN1.`-)HES. C25 REMOVE EXISTING EXTERIOR GARDEN WALL AROUND PATIO. PATCH AND REPAIR ADJACENT WALLS AND FLOOR AS __ REQUIRED FOR RECEIPT OF NEW FINISHES. C2F REMOVE PORTION OF EXISTING WALL BELOW WINDOW AS REQUIRED FOR RECEIPT OF NEW ENTRY DOOR PER CONSTRUCTION PLAN. I SHEET TITLE: DEMOLITION PLAN SCALE: 1/8" = V-0" 16' 1' 4' 8' DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD -HEFT #: mol PARTITION LEGEND EXISTING BUILDING CORE AND SHELL WALL TO REMAIN INSTALLED EXISTING INTERIOR PARTITION TO REMAIN INSTALLED EXISTING PARTITION AND DOOR ASSEMBLY OUTSIDE SCOPE OF WORK TO REMAIN INSTALLED AND OPERATIONAL NEW PLYWOOD WITH FACE BRICK VENEER OVER EXISTING INTERIOR PARTITIION P1 A2.4 NEW NON -RATED SOUND PARTITION TO 6" ABOVE CEILING P2 A2.4 NEW LOW PARTITION P3 A2.4 w 9'-4" 1, 9-4" r. - - - - - - - - - - � - - - - - FFICE MECH r 106 �� 105 C7 � 0 iI 03 E 14 010 C3 C3 3'-0' 05 L C1 C1 I 11 C1 ;TOILET MOP/ >' OMEN 11 104 10 STOR c o los C9 010 I 1 'JCI �' 'C14 MEN C9! Cl \'. ,' VES 02 1 DOOR SCHEDULE CONSTRUCTION PLAN - GENERAL NOTES DOOR FRAME O SIZE RATING HDWR. 1. ALL LABOR, MATERIALS, FINISH REQUIREMENTS, AND THE FINAL FINISHED PRODUCT AS OUTLINED AND REQUIRED TYPE MATL. MATL. SET BY THE PLANS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS, SHALL CONFORM WITH THE CURRENT MARK DESCRIPTION W H T REMARKS STANDARD EDITION OF THE FOLLOWING: E EXISTING - - - - - - - - TO REMAIN AS IS - FLORIDA BUILDING CODE, 2010 EDITION - - FLORIDA ACCESSIBILITY CODE, FBC 2010 EDITION, CHAPTER 11 01 STOREFRONT B 3'-0" 7'-0" 1-3/4" AL/GL AL - 1 ENTRY - MATCH EXIST. - NFPA 101 LIFE SAFETY CODE - FLORIDA FIRE PROTECTION CODE 02 INTERIOR A T-0" 7'-0" 1-3/4" SCWD HM - 2 RESTROOM - ANY AND ALL OTHER REGULATIONS AND ORDINANCES HAVING JURISDICTION OVER THE SCOPE OF WORK 03 INTERIOR A T-0" T-0" 1-3/4" SCWD HM - 3 OFFICE LOCKSET - - -- - -- - 2. CLASSIFICATION OF WORK: FLORIDA BUILDING CODE, EXISTING BUILDING, 2010 EDITION, BUILDING TYPE -IIB, LEVEL 04 INTERIOR C 3'-0" T-0" 1-3/4" SCWD HM - 4 DOUBLE SWING ELIASON OF ALTERATIONS - LEVEL 2. 05 INTERIOR A 3'-0" 7'-0" 1-3/4" SCWD HM - 5 EMPLOYEE RESTROOM 3 ALL INTERIOR FINISHES, UNLESS OTHERWISE NOTED, ARE TO BE SELECTED BY THE TENANT. ALL FINISHES ARE TO COMPLY WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE - BUILDING, 2010 EDITION, CHAPTER 8, TABLE 803.5 DOOR GENERAL NOTES (MINIMUM CLASS'C' INTERIOR FINISH CLASSIFICATION). 4. INSTALL FIRE EXTINGUISHER(S) MOUNTED AND LOCATED TO COMPLY WITH THE REQUIREMENTS AS SET FORTH IN 1. ALL HARDWARE MUST BE ADA COMPLIANT. THE CURRENT STANDARD EDITION OF NFPA-10. 2. HOLD ALL NEW DOORS 6" OFF THE HINGE SIDE WALL, UNLESS OTHERWISE NOTED. 3. ALL HARDWARE FINISH BY OWNER, UNLESS OTHERWISE NOTED. 5. FULLY SPRINKLERED - ALL SPRINKLERS, EITHER EXISTING TO REMAIN, REMOVED AND RELOCATED, AND/OR NEW, 4. ALL LOCKS TO BE MASTER -KEYED. ARE TO COMPLY WITH THE REQUIREMENTS AS SET FORTH IN THE CURRENT STANDARD EDITION OF NFPA-13. ABBREVIATIONS 6. CONTRACTOR WILL SECURE ALL BUILDING PERMITS & INSPECTIONS NECESSARY FOR THE CONSTRUCTION OF THE AL ALUMINUM HM HOLLOW METAL SPACE. GL GLASS SCWD SOLID CORE WOOD - 7. THIS MATERIAL IS COPYRIGHTED BY ELEVATION ARCHITECTURE, INC. ANY REPRODUCTION, COPYING OR ANY DOOR HARDWARE OTHER USE OF THIS MATERIAL WITHOUT THE EXPRESSED WRITTEN CONSENT OF ELEVATION ARCHITECTURE, INC. IS PROHIBITED AND CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT ACT OF 1976 (TITLE 17 U.S. CODE). VIOLATORS WILL BE SUBJECT TO LEGAL ACTION. SET 1, STOREFRONT ENTRY - TO MATCH EXISTING SET 3, OFFICE 8. MAINTENANCE EXCLUSION: THESE DRAWINGS WERE PREPARED FOR PURPOSES OF CONSTRUCTION ONLY. THESE 1 PUSH/PULL HARDWARE, KEYED LOCKSET 1 LEVER -TYPE LOCKSET, OFFICE FUNCTION DRAWINGS ARE NOT TO BE USED FOR MAINTENANCE PURPOSES AS ACTUAL CONDITIONS MAY VARY FROM THOSE 2 PAIR BUTTS 2 PAIR BUTTS SHOWN ON THE DRAWINGS DUE TO CHANGE ORDERS, ALTERATIONS BY OTHERS, FIELD CONDITIONS, ETC. 1 STRIKE WITH LATCH CUP 1 STRIKE WITH BLACK LATCH CUP 1 SET DOOR SILENCERS 1 SET DOOR SILENCERS 9. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. 1 CLOSER SET 4, "ELIASON" DOUBLE SWING KITCHEN DOOR 1 EMERGENCY CRASH BAR 10. ALL DIMENSIONS SHOWN ON PLANS ARE TO FINISHED FACE OF PARTITION, UNLESS OTHERWISE NOTED. 1 WEATHERSTRIP 2 PUSH PLATES 1 EZ SWING DUAL SWING HINGES 11. PLANS WERE DEVELOPED FROM INFORMATION SUPPLIED BY THE BUILDING MANAGEMENT AND EXISTING SET 2, RESTROOM 2 KICKPLATES 1 9" X 14" VISION PANEL CONDITIONS OBSERVED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO 1 PUSH PLATE 1 FULL STAINLESS STEEL PANEL EACH SIDE COMMENCING ANY WORK. ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS ARE TO BE 1 PULL PLATE REPORTED TO THE BUILDING MANAGEMENT IN WRITING PRIOR TO STARTING WORK ON A GIVEN ITEM AND BEFORE 2 PAIR BUTTS SET 5, EMPLOYEE RESTROOM INCURRING ANY ADDITIONAL COST. 1 KICK PLATE 1 SET DOOR SILENCERS 1 LEVER -TYPE LOCKSET, PRIVACY FUNCTION 12. DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS ARE TO BE BROUGHT TO THE 1 CLOSER 2 PAIR BUTTS ATTENTION OF THE BUILDING MANAGEMENT IMMEDIATELY UPON DISCOVERY. SUBMIT IN WRITING TO THE BUILDING 1 STRIKE WITH BLACK LATCH CUP MANAGEMENT THE NATURE OF THE CONFLICT, THE SHEET NUMBERS, AND THE SPECIFIC ITEMS FOUND TO BE IN 1 SET DOOR SILENCERS CONFLICT. NOTIFICATION OF CONFLICT MUST BE REPORTED PRIOR TO SUBMISSION OF BID AND COMMENCEMENT 1 CLOSER OF WORK. DOOR TYPES 13. IF ANY ADDITIONAL WORK OR CHANGES WILL ADVERSELY AFFECT THE COMPLETION SCHEDULE, THE CONTRACTOR SHALL ADVISE THE BUILDING MANAGEMENT IN WRITING OF SUCH DELAY. 14. THE BUILDING MANAGEMENT'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO THE ORDERING OF ANY MATERIAL, AWARDING OF ANY CONTRACTS, OR THE EXECUTION OF ANY WORK INVOLVING EXTRA COST TO THE CONTRACT SUM. 15. ALL WORK AND FINISHED EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT SATISFACTORY TO THE BUILDING MANAGEMENT, TENANT & ARCHITECT. / f 16. CONTRACTOR TO FIELD SURVEY CONDITION OF ALL EXISTING FIRE RATED PARTITION ASSEMBLIES AND PATCH AND REPAIR AS NECESSARY TO MAINTAIN THE LISTED FIRE RATING AND ACHIEVE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. 17. CONTRACTOR TO SURVEY CONDITION OF CORE WALL AND COLUMNS. PATCH & REPAIR AS NECESSARY WITH MATERIALS AND METHODS TO MATCH EXISTING CONDITIONS AND TO ACHIEVE A UNIFORM, SMOOTH SURFACE FOR \ THE RECEIPT OF NEW FINISHES. 18. CONTRACTOR TO SURVEY CONDITION OF EXISTING EXTERIOR WINDOW WALL, KNEE WALL AND PERIMETER \ \ \ SPANDREL PANELS. PATCH & REPAIR AS NECESSARY WITH MATERIALS AND METHODS TO MATCH EXISTING \ \ \ CONDITIONS AND TO ACHIEVE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. A B FLUSH STOREFRONT WITH TRANSOM B DUAL SWING KITCHEN 19. CONTRACTOR TO FIELD SURVEY CONDITION OF EXISTING FLOOR SLAB. PLUG, REPAIR AND FLOAT SLAB AS NECESSARY TO MEET TOLERANCE REQUIREMENTS OF A.C.I. STANDARDS FOR CLASS A OFFICE BUILDINGS (1/8" IN 10') AND TO ACHIEVE A LEVEL SURFACE FOR THE INSTALLATION OF NEW FLOOR COVERING MATERIALS. 20. CONTRACTOR TO FURR-OUT WALLS, COLUMNS, KNEE WALLS AND PERIMETER SPANDREL PANELS AS NECESSARY TO ACCOMMODATE NEW DEVICES AND/ OR EQUIPMENT AS SPECIFIED. 21. CONTRACTOR SHALL COORDINATE ALL WOOD BLOCKING, STEEL SUPPORTS AND ANY OTHER ITEMS WHICH ARE IMBEDDED IN DRYWALL PARTITIONS OR ENCLOSURES WHICH RELATE TO HIS WORK OR THE WORK OF ANY SEPARATE CONTRACTORS. ALL WOOD BLOCKING, BRIDGING, BRACING, FRAMING, ETC., SHALL BE FIRE RETARDANT AS CALLED FOR BY THE BUILDING CODE AND THE CONTRACTOR MUST SUBMIT AFFIDAVITS OF SUCH FIRE RETARDATION TO THE ARCHITECT. 22. CONTRACTOR TO SURVEY CONDITIONS OF BUILDING STANDARD WINDOW TREATMENTS ON ALL EXTERIOR WINDOWS. REPAIR OR REPLACE WINDOW TREATMENTS AS NECESSARY TO ACHIEVE A UNIFORM NEW APPEARANCE AND FUNCTION. VERIFY WITH BUILDING MANAGEMENT FOR BUILDING STANDARD WINDOW TREATMENT SPECIFICATIONS. 23. CONTRACTOR TO PATCH AND REPAIR ALL SURFACES AND OBJECTS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WITH MATERIALS AND METHODS TO MATCH EXISTING CONDITIONS AND TO PROVIDE A UNIFORM NEW CONDITION. PREPARE GYPSUM BOARD WALLS (TO CEILING HEIGHT) AND ALL OTHER GYPSUM BOARD SURFACES THROUGHOUT TO ACHIEVE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. CONSTRUCTION PLAN - KEY NOTES 3C1FURNISH AND INSTALL NEW SURFACE MOUNTED FIRE EXTINGUISHER AT THIS LOCATION, MOUNTED AND LOCATED TO COMPLY WITH THE REQUIREMENTS OF N.F.P.A. 10. SECURELY FASTEN MOUNTING BRACKETS TO BLOCKING, SQUARE AND PLUMB, TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. FIRE EXTINGUISHER SHALL BE J.L. INDUSTRIES, INC. COSMIC -5E MULTI-PURPOSE ABC DRY CHEMICAL (2A10BC). C2 FURNISH AND INSTALL NEW SURFACE MOUNTED KITCHEN FIRE EXTINGUISHER AT THIS LOCATION. ENSURE FIRE EXTINGUISHER IS MOUNTED AND LOCATED TO COMPLY WITH THE REQUIREMENTS OF N.F.P.A. 10. SECURELY FASTEN MOUNTING BRACKETS TO BLOCKING, SQUARE AND PLUMB, TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. EXTINGUISHER TO BE MULTI-PURPOSE ABC DRY CHEMICAL (2A1 013C). C3 FURNISH AND INSTALL NEW FIRE EXTINGUISHER AND RECESSED CABINET AT THIS LOCATION, MOUNTED AND LOCATED TO COMPLY WITH THE REQUIREMENTS OF N.F.P.A. 10. CABINET SHALL BE J.L. INDUSTRIES, INC. AMBASSADOR #1015F10. MINIMALLY FURR-OUT WALL, FLOOR TO CEILING, AS NECESSARY TO ACCOMMODATE RECESSED CABINET. PREPARE RECESS IN WALL AS REQUIRED BY TYPE AND SIZE OF CABINET AND STYLE OF TRIM. SECURELY FASTEN MOUNTING BRACKETS AND CABINET TO BLOCKING, SQUARE AND PLUMB, TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. FIRE EXTINGUISHER SHALL BE J.L. INDUSTRIES, INC. COSMIC -5E, MULTI-PURPOSE ABC DRY CHEMICAL (2A10BC). 04 ALIGN FINISHED FACE OF NEW PARTITION WITH FINISHED FACE OF BUILDING STRUCTURAL COLUMN. WHERE ALIGNMENT WITH COLUMN OCCURS, INSTALL NO STUDS ON THE FACE OF COLUMN. FINISH NEW PARTITION FLUSH. C5 EXISTING EXTERIOR WINDOW ASSEMBLY TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. NEW INTERIOR WINDOW ASSEMBLY FROM 4'-5" A.F.F. TO T-0" A.F.F. - 3/8" CLEAR TEMPERED GLASS IN CLEAR C6 ALUMINUM CHANNEL AT BOTTOM SET INTO LOW PARTITION WITH CLEAR SILICONE CAULK AT SIDE. OEXISTING PHONE BOARD AND/OR ELECTRICAL PANELS TO REMAIN INSTALLED AND OPERATIONAL AT THIS C7 LOCATION. PROTECT THROUGHOUT CONSTRUCTION. COC8 PROVIDE AND INSTALL NEW NANAWALL # SL45 OUTSWING 3L3R WINDOW WITH RECESSED SILL. REFER TO B WINDOW ELEVATION A/A3.3 C9 PROVIDE AND INSTALL NEW UNDERMOUNT SINGLE BOWL, STAINLESS STEEL SINK, ELKAY MODEL # ELUH16LV. COORDINATE WITH MILLWORK CONTRACTOR AND VERIFY IN FIELD EXACT INSTALLATION LOCATION PRIOR TO THE EXECUTION OF ANY WORK. REFER TO MEP DOCUMENTS FOR SPECIFICATIONS. 010 PROVIDE AND INSTALL NEW SLOAN ESD -30880 ELECTRONIC SOAP DISPENSER AND FAUCET COMBINATION IN SATIN CHROME FINISH. COORDINATE WITH MILLWORK CONTRACTOR AND VERIFY IN FIELD EXACT INSTALLATION LOCATION PRIOR TO THE EXECUTION OF ANY WORK. REFER TO MEP DOCUMENTS FOR SPECIFICATIONS. 011 PROVIDE AND INSTALL NEW FLOOR MOUNTED TOILET- AMERICAN STANDARD MADEIRA SERIES WITH AUTOMATIC FLUSH - CENTERED IN STALL AT STANDARD SEAT HEIGHT. REFER TO M.E.P. DOCUMENTS FOR EXACT SPECIFICATIONS. C1 PROVIDE AND INSTALL NEW FLOOR MOUNTED TOILET - AMERICAN STANDARD MADEIRA SERIES WITH AUTOMATIC FLUSH - INSTALL AT ADA COMPLIANT SEAT HEIGHT AS REQUIRED BY FLORIDA ACCESSIBILITY CODE, 2010 EDITION. REFER TO M.E.P. DOCUMENTS FOR EXACT SPECIFICATIONS. PROVIDE AND INSTALL NEW FLOOR MOUNTED URINAL - AMERICAN STANDARD LYNBROOK SERIES WITH C1 AUTOMATIC FLUSH. REFER TO M.E.P. DOCUMENTS FOR EXACT SPECIFICATIONS. C1 PROVIDE AND INSTALL NEW WALL MOUNTED ADA COMPLIANT HAND SINK. REFER TO M.E.P. DOCUMENTS FOR EXACT SPECIFICATIONS. C1 PROVIDE AND INSTALL NEW PRIVACY PLUS PARTITION SYSTEM. REFER TO ENLARGED RESTROOM PLAN FOR LAYOUT. C1 CONTRACTOR TO PROVIDE FIRE RETARDANT BLOCKING IN WALL AS REQUIRED FOR OWNER'S KITCHEN EQUIPMENT SUPPLIER (K.E.S.) PROVIDED AND INSTALLED SHELVING. COORDINATE WITH K.E.S. FOR EXACT REQUIREMENTS. REFER TO KES DRAWING'FS-5' FOR FURTHER INFORMATION. C1 EXISTING WATER HEATER TO REMAIN INSTALLED AND OPERATIONAL. PROTECT DURING DEMOLITION AND CONSTRUCTION. C1 PROVIDE AND INSTALL NEW 36" SQUARE FLOOR MOUNT MOP SINK. VERIFY IN FIELD EXACT INSTALLATION LOCATION PRIOR TO THE EXECUTION OF ANY WORK. REFER TO MEP DOCUMENTS FOR SPECIFICATIONS. 019 PROVIDE AND INSTALL NEW FLOOR TROUGH FOR ICE MACHINE. VERIFY IN FIELD EXACT INSTALLATION LOCATION PRIOR TO THE EXECUTION OF ANY WORK. REFER TO MEP DOCUMENTS FOR SPECIFICATIONS. 020 PROVIDE AND INSTALL 48" HIGH, 6" DEEP PARTIAL HEIGHT WALL FOR RECEIPT OF NEW STAINLESS STEEL COUNTER TOP (TO BE PROVIDED AND INSTALLED BY OWNER'S K.E.S.) PROVIDE 1/2" X 6" PLYWOOD BACKING ON BOTH SIDES OF WALL. PROVIDE NEW ON WALL PANEL WAINSCOT PER FINISH PLAN ON EXPEDITING SIDE. REFER TO DETAIL 3/A2.4 021 BASE CABINET, COUNTER TOP AND SHELVING PROVIDED AND INSTALLED BY OWNER'S K.E.S. PROVIDE BLOCKING IN WALL AS REQUIRED. C2 EXISTING COOLER UNIT TO BE MODIFIED AND INSTALLED BY OWNER'S K.E.S.. C2 CONTRACTOR TO PROVIDE BAR LOUNGE SIDE FINISHED FACE PANELS SECURED TO OWNER'S K.E.S. PROVIDED AND INSTALLED NEW GLASTENDER MODULAR BAR DIE WALL SYSTEM - FINISH AS INDICATED ON FINISH PLAN. C2 PROVIDE AND INSTALL NEW MILLWORK BOOTH/BANQUETTE UNIT. PROVIDE AND INSTALL NEW 42" HIGH MILLWORK P.O.S. CABINET WITH DRAWER AND ADJUSTABLE SHELF. REFER TO DETAIL 2/A2.4 C2 PROVIDE AND INSTALL NEW 42" HIGH MILLWORK HOST STAND. C2 PROVIDE AND INSTALL NEW RADIAL MILLWORK UNIT FOR RETAIL DISPLAY. C2 PROVIDE AND INSTALL NEW 42" HIGH MILLWORK TO -GO COUNTER WITH DRAWER. FINISHES TO BE DETERMINED. 029 PROVIDE AND INSTALL NEW 42" HIGH, 12" DEEP, 1 1/2" THICK COUNTER TOPS ON EITHER SIDE OF NEW NANAWALL WINDOW SYSTEM. 030 WHERE EXISTING LOW WALLS ARE NOTED TO REMAIN, PROVIDE NEW WAINSCOT PANEL AND TRIM PER FINISH PLAN. 031 PROVIDE AND INSTALL NEW 24" DEEP MILLWORK DESK INSTALLED AT 30" A.F.F., WITH UPPER STORAGE CABINETS. LAMINATE FINISHES TO BE DETERMINED C3 NEW CUSTOM COUNTER FOR POS STATION - PROVIDE $ 2,000 ALLOWANCE. C3 PROVIDE SODA LINES BETWEEN POINTS INDICATED ON PLAN FOR SODA LINES. COORDINATE WITH ARCHITECT, ENGINEER AND KES IN FIELD FOR EXACT LOCATION. C3 PROVIDE BEER LINES BETWEEN POINTS INDICATED ON PLAN FOR SODA LINES. COORDINATE WITH ARCHITECT, ENGINEER AND KES IN FIELD FOR EXACT LOCATION. C3 NEW COVERED OUTDOOR CONCRETE PATIO - REFER TO A3 SERIES SHEETS FOR INFORMATION AND DETAILS. C3 PATCH AND REPAIR EXISTING STOREFRONT WHERE ENTRY VESTIBULE HAS BEEN REMOVED. PREP STOREFRONT SYSTEM AS REQUIRED FOR RECEIPT OF NEW PAINT FINISH ON REMAINING METAL SYSTEM. C3 LOCATION OF SCULPTURAL ART ELEMENT (BY OTHERS), SECURED TO 54" HIGH MILLWORK UNIT. COORDINATE WITH ARCHITECT FOR ADDITIONAL BLOCKING REQUIREMENTS IN UNIT. C3 ALIGN FINISHED FACE OF NEW PARTITION WITH FINISHED FACE OF EXISTING PARTITION. 039 PROVIDE STAINLESS STEEL PURSE HOOK AT FACE OF BAR AT 5'-0" ON CENTER, MOUNTED AT 36" A.F.F. 040 LOCATION OF 6 TV COMBINATION SET INTO NEW BRICK VENEER. COORDINATE EXACT LOCATION IN FIELD WITH ARCHITECT. elevation PROJECT: U) N N 0 W 0N E 0 L E m 0 'i W 70 CIO �■■� L_ .F.J SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 T _0 tV cu cf) O 70 (z .O LL T 0 0c) czW "AUG 2 I2W REVISIONS: =lMllll ;L SHEET TITLE: CONSTRUCTION PLAN SCALE: 1/8" = V-0" 1' 4' 8' 16' DATA: PROJECT M 14-119 DATE: 07.31.14 DRAWN BY: JH/KCN FILE_ 14-119 CD I SHEET #: POWER/COMMUNICATIONS LEGEND DUPLEX ELECTRICAL RECEPTACLE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). DEDICATED DUPLEX ELECTRICAL RECEPTACLE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). QUADRUPLEX ELECTRICAL RECEPTACLE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). 42 DUPLEX ELECTRICAL RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER (GFCI), MOUNT TO DIMENSION SHOWN. -91 DUPLEX VOICE/ DATA COMMUNICATION RECEPTACLE, PLUG-IN TYPE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). EXTEND 3/4" EMPTY CONDUIT WITH PULL -STRING TO 6" ABOVE SUSPENDED CEILING. TERMINATE WITH INSULATING BUSHING. --:] TELEPHONE RECEPTACLE, PLUG-IN TYPE, AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). EXTEND 3/4" EMPTY CONDUIT WITH PULL -STRING TO 6" ABOVE SUSPENDED CEILING. TERMINATE WITH INSULATING BUSHING. JUNCTION BOX WITH BLANK COVER PLATE, MTD. AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). ® POWER/ COMMUNICATION RECEPTACLE IN FLOOR FOR OUTLETS LOCATED ON EXTERIOR FACE OF MILLWORK UNIT. REFER TO M.E.P.-F.P. DOCUMENTS FOR EXACT SPECIFICATIONS. 00 POWER/ COMMUNICATION RECEPTACLE IN FLOOR FOR OUTLETS LOCATED ON EXTERIOR FACE OF MILLWORK UNIT. REFER TO M.E.P.-F.P. DOCUMENTS FOR EXACT SPECIFICATIONS. --e QUADRUPLEX JUNCTION BOX TO ACCOMMODATE DUPLEX RECEPTACLE AND COAXIAL CABLE CONNECTOR, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). EXTEND 3/4" EMPTY CONDUIT WITH PULL -STRING TO 6" ABOVE SUSPENDED CEILING. TERMINATE WITH INSULATING BUSHING AS REQUIRED. SWITCH, MOUNTED AT HEIGHT AS INDICATED A.F.F. TO CENTER OF SWITCHPLATE. RECEPTACLES SHOWN BRACKETED ARE TO BE MOUNTED AS CLOSE AS POSSIBLE TO ONE ANOTHER. E DENOTES EXISTING RECEPTACLE OR CONDITION TO REMAIN INSTALLED AND OPERATIONAL. N DENOTES NEW RECEPTACLE OR CONDITION TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. 44" INDICATES NON-STANDARD MOUNTING HEIGHT A.F.F. TO CENTER OF RECEPTACLE. C RECEPTACLE TO SERVICE POWER REQUIREMENTS FOR RECESSED CLOCK OUTLET. COPY RECEPTACLE TO SERVICE POWER/ COMMUNICATIONS REQUIREMENTS FOR COPIER. ICE RECEPTACLE TO SERVICE POWER REQUIREMENTS FOR ICE MAKER. TV RECEPTACLE TO SERVICE POWER/ COMMUNICATIONS REQUIREMENTS FOR TELEVISION. POWER/COMMUNICATIONS - GENERAL NOTES 1. ALL POWER AND COMMUNICATION WIRING, DEVICES AND INSTALLATION SHALL CONFORM WITH THE CURRENT STANDARD EDITION OF N.F.P.A., NATIONAL ELECTRICAL CODE, I.E.E.E., N.E.M.A., U.L., AND ANY AND ALL OTHER APPLICABLE REGULATIONS AND ORDINANCES HAVING JURISDICTION OVER THE SCOPE OF WORK. 2. INSTALLATION OF WIRING, RACEWAYS, AND DEVICES FOR AUTOMATIC FIRE ALARM SYSTEM WILL BE IN ACCORDANCE WITH ALL APPLICABLE CITY CODES, N.F.P.A. CODES AND UNIFORM RULE 4A-48, RULES AND REGULATIONS OF THE STATE FIRE MARSHAL'S OFFICE, F.S.633.01 AND F.S. 633.701. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATIONS. 3. ALL NEW RECEPTACLES, COVERPLATES & DEVICES SHOWN ARE TO MATCH EXISTING RECEPTACLES, COVERPLATES & DEVICES IN BOTH COLOR AND STYLE. 4. CONTRACTOR TO PROVIDE AND INSTALL NEW COVER PLATES WHERE MISSING OR DAMAGED TO ACHIEVE A LIKE NEW APPEARANCE THROUGHOUT TENANT SPACE. 5. WHEN WIRING IS COMPLETE, ALL AFFECTED PANELS ARE TO BE LABELED. 6. CONTRACTOR TO STAGGER RECEPTACLES ON OPPOSITE SIDE OF WALL BY MINIMUM OF ONE STUD FOR SOUND ATTENUATION (TYP.). 7. EXISTING RECEPTACLES ARE TO BE REUSED WHERE THEIR LOCATION COORDINATES WITH THE LOCATION OF NEW RECEPTACLES. RETROFIT AS REQUIRED TO MATCH NEW RECEPTACLE TYPE AND STYLE. 8. CONTRACTOR TO VERIFY REQUIRED NEMA CONFIGURATION FOR ANY NON-STANDARD RECEPTACLE(S). 9. EXISTING WIRING AND CONDUIT ABOVE THE CEILING THAT HAS BEEN ABANDONED SHALL BE DEMOLISHED/ REMOVED. 10. CONTRACTOR TO PATCH AND REPAIR ALL SURFACES AND OBJECTS AFFECTED BY THE DEMOLITION AND ADDITION OF POWER AND COMMUNICATIONS RECEPTACLES WITH MATERIALS AND METHODS TO MATCH EXISTING CONDITIONS AND TO PROVIDE A UNIFORM NEW CONDITION. PREPARE GYPSUM BOARD WALLS (TO CEILING HEIGHT) AND ALL OTHER GYPSUM BOARD SURFACES THROUGHOUT TO ACHIEVE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW FINISHES. POWER/COMMUNICATIONS -KEY NOTES P1 NO NEW WORK TO BE PERFORMED IN THIS ROOM OR AREA. EXISTING POWER/COMMUNICATIONS TO REMAIN INSTALLED AND OPERATIONAL. P2 EXISTING TRANSFORMER AND/ OR ELECTRICAL PANEL TO REMAIN INSTALLED AND OPERATIONAL AT THIS LOCATION. CONTRACTOR TO PROTECT AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. REFER TO MEP -FP DOCUMENTS FOR SPECIFICATIONS. pS REFER TO M.E.P. DOCUMENTS FOR POWER AND COMMUNICATION. REQUIREMENTS IN KITCHEN, BAR AND SERVICE AREAS. pq CONTRACTOR TO COORDINATE EXACT LOCATION FOR POWER FOR TV IN FIELD WITH ARCHITECT AND OWNER. P5 PROVIDE NEW DEDICATED POWER ABOVE ROOF LINE FOR NEW ART OR SIGNAGE (TO BE SUBMITTED UNDER 8 SEPARATE PERMIT). P6 CONDUIT LINES IN FLOOR FOR SODA LINES. REFER TO MEP ENGINEERING AND KITCHEN VENDOR DRAWINGS 8 FOR FURTHER INFORMATION. COORDINATE WITH ARCHITECT, ENGINEER AND KES IN FIELD FOR EXACT LOCATION. P7 CONDUIT LINES IN FLOOR FOR BEER TAPS. REFER TO MEP ENGINEERING AND KITCHEN VENDOR DRAWINGS FOR FURTHER INFORMATION. COORDINATE WITH ARCHITECT, ENGINEER AND KES IN FIELD FOR EXACT LOCATION. P8 LOCATION FOR OUTLET AND USB PORT IN SAME RECEPTACLE, TO BE MOUNTED HORIZONTALLY ON WALL. P9 LOCATION FOR TOTAL OF 6 TVS SHARING 2 OUTLET COMBINATIONS. COORDINATE WITH ARCHITECT IN FIELD FOR EXACT LOCATION. 10 OUTLET IN TOP OF 54" HIGH MILLWORK FOR LIGHTING FOR NEW SCULPTURAL ELEMENT. COORDINATE WITH ARCHITECT IN FIELD FOR EXACT LOCATION. elevation PROJECT: cn ca cz N N Ca cD E 0 o C .M� W O I- CD X Wo 7cz_ -- L 0 W c -SEAL: - Dennis M. Carr, AIA FL Lic. No. AR0015756 czz D AUG 212014 REVISIONS: - _-7— � T N CIO M CIO W _cLL ELm O cy)W CIO 1"' V, SHEET TITLE: POWER & COMMUNICATION PLAN SCALE: 1/8" = 1'-0" 1' 4' 8' 16' DATA: PROJECT* 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A1.2 REFLECTED CEILING PLAN LEGEND 9'-0" A.F.F. REFLECTED CEILING PLAN -GENERAL NOTES 1. SUPPLY, INSTALL AND CONNECT ALL EMERGENCY LIGHTING AS PER ALL APPLICABLE CODES AND ORDINANCES. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATIONS. 2. INSTALL SMOKE DETECTION DEVICES AND FIRE ALARM ENUNCIATORS TO COMPLY WITH ALL CODE REQUIREMENTS. VERIFY IN FIELD WITH BUILDING MANAGEMENT FOR BUILDING STANDARD DEVICES TO BE USED AND PROCEDURES TO CONNECT TO BASE BUILDING FIRE ALARM SYSTEM. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATIONS. 3. FIRE SPRINKLERS LOCATED AND INSTALLED THROUGHOUT THE TENANT SPACE SHALL CONFORM WITH THE REQUIREMENTS OF N.F.P.A.-13. ALL SPRINKLERS TO BE REMOVED, RELOCATED AND/ OR ADDED ARE TO BE CENTERED IN THE CEILING TILE. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATIONS. 4. ALL NEW SWITCHES AND COVERPLATES IN KITCHEN AND RESTROOM AREAS TO BE WHITE, AND IN DINING AREAS TO BE BLACK. 5. MULTIPLE SWITCHES SHOWN AT THE SAME LOCATION ARE TO BE GANGED IN THE SAME SWITCH COVER PLATE 6. COORDINATE AIR CONDITIONING DUCTWORK ELEVATIONS, BEAM DROPS, PIPING AND ANY OTHER OBSTRUCTIONS WITH LIGHT FIXTURE DEPTHS AND LOCATIONS TO ASCERTAIN THAT PROPER CLEARANCES CAN BE MAINTAINED IN ACCORDANCE WITH REQUIRED FINISHED SUSPENDED CEILING HEIGHTS. THIS COORDINATION SHALL BE DONE BEFORE LIGHT FIXTURES ARE ORDERED AND BEFORE SUSPENDED CEILING SYSTEM CONSTRUCTION BEGINS. CONTRACTOR SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ARCHITECT. 7. COORDINATE WITH TENANT'S SECURITY, CABLING AND AUDIO VISUAL VENDORS FOR COMPLETION OF WORK PRIOR TO CLOSING UP CEILING. 8, EXISTING CEILING CONDITIONS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION TO MAINTAIN ITS EXISTING FINISH CONDITION. CONTRACTOR TO FIELD SURVEY CONDITION OF EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM IN THESE AREAS. ADJUST, LEVEL AND RETIE EXISTING CEILING GRID TO STRUCTURE ABOVE AND/OR REPAIR GRID AND TILE AS REQUIRED TO MAINTAIN A UNIFORM, LEVEL CEILING SURFACE AND TO PROVIDE A LIKE NEW APPEARANCE, INSTALL FIXTURES AND DEVICES AS SPECIFIED ON REFLECTED CEILING PLAN. ALL RELOCATED FIXTURES AND DEVICES ARE TO BE REFURBISHED AND REPAIRED AS NECESSARY TO ACHIEVE A LIKE NEW APPEARANCE AND FUNCTION. CLEAN AND RE -LAMP ALL FIXTURES AS NECESSARY TO ACHIEVE A UNIFORM, LEVEL LAMP COLORING AND LIGHT LEVEL. 9. WHERE DEMOLITION/ CONSTRUCTION AFFECTS SUSPENDED CEILING SYSTEM, CONTRACTOR SHALL REPLACE AND/ OR REPAIR EXISTING CEILING GRID AND ACOUSTICAL TILES AS NECESSARY TO ACHIEVE A UNIFORM, LIKE NEW APPEARANCE. MATCH NEW CEILING COMPONENTS TO EXISTING ADJACENT CEILING SYSTEM AND ALIGN IN BOTH THE HORIZONTAL DIMENSION AND THE HEIGHT INSTALLED A.F.F. 10. ALL FIXTURES AND DEVICES LOCATED IN AREAS TO BE DEMOLISHED ARE TO BE REMOVED, REFURBISHED, AND/OR REPAIRED AS NECESSARY AND REINSTALLED IN NEW LOCATIONS AS SHOWN ON THE REFLECTED CEILING PLAN. ALL FIXTURES SHALL BE RE-LAMPED AT THE END OF THE PROJECT - SEE M.E.P. DOCUMENTS FOR LAMP SPECIFICATIONS. ANY FIXTURE OR DEVICE NOT REUSED IN THE NEW CONSTRUCTION SHALL BE RETURNED TO THE BUILDING STOCK AND DELIVERED TO AN AREA DESIGNATED BY THE BUILDING MANAGEMENT. NOTE: ALL FIXTURES AND DEVICES TO BE NEW UNLESS NOTED OTHERWISE. CONTRACTOR TO REUSE EXISTING POWER FOR FIXTURES AND DEVICES WHERE APPLICABLE. REFLECTED CEILING PLAN - KEY NOTES R1 EXISTING CEILING, LIGHTING AND SWITCHING TO REMAIN INSTALLED AND OPERATIONAL. NO NEW WORK TO BE DONE IN THIS ROOM OR AREA. R2 2'X2' CEILING GRID LAYOUT TO BEGIN WITH FULL TILE AT THIS DIMENSION. S2'X4'CEILING GRID TO ALIGN NORTH/SOUTH OR EASTIWEST WITH 2'X2'CEILING GRID THESE LOCATIONS NOTED. R4 ANY CONDUIT LINES, DUCTWORK OR ANY OTHER ELEMENTS WITHIN OPEN CEILING TO BE PAINTED PER FINISH PLAN. R5 LOCATION OF SCULPTURAL ART ELEMENT AT MILLWORK UNIT. R6 THIS SECTION OF TRACK SHALL BE SWITCHED SEPARATELY, AND BE ON A DIMMER SWITCH. REFER TO MEP DOCUMENTS FOR FURTHER INFORMATION. R7 THIS SECTION OF TRACK SHALL ACT AS NIGHT LIGHT. REFER TO MEP DOCUMENTS FOR FURTHER INFORMATION. S OUTDOOR COVE LIGHTING TO WASH CURVED FACE OF BUILDING OVER ENTRY. REFER TO MEP DOCUMENTS FOR FURTHER INFORMATION. SDIVIDED LINES INDICATE LOCATION OF EXPOSED TRUSSES, TO BE PAINTED OUT SAME COLOR AS CEILING S (TYP.). 10 NEW INTERIOR DRYWALL SOFFIT OVER ENTRY TO START AT CORNER. 11 PATCH AND REPAIR EXTERIOR STUCCO SOFFIT TO MATCH EXISTING, AND PREP FOR NEW PAINT. elevation PROJECT: CIO N N SEAL: Dennis M. Carr, AIA FL Lic. No. AR0016756 'AUG 81201 REVISIONS: SHEET TITLE: REFLECTED CEILING PLAN SCALE: 1/8" = V-0" 1' 4' 8' 16' <) DATA: PROJECT #: PROVIDE AND INSTALL NEW 2'X2' SUSPENDED ACOUSTICAL CEILING SYSTEM AT HEIGHT INDICATED DATE: A.F.F. IN LOCATIONS NOTED - ARMSTRONG CLEAN ROOM VL, MODEL 868 SQUARE LAY -IN CEILING TILE DRAWN BY: IN 15/16" PRELUDE PLUS XL STAINLESS STEEL GRID. INSTALL ALL FIXTURES, DEVICES, EQUIPMENT AND FILE: PENETRATIONS IN THE SUSPENDED CEILING SYSTEM AND TO PROVIDE THE NECESSARY SUPPORT FOR THESE ITEMS FROM STRUCTURE ABOVE AS REQUIRED BY CODE. - PROVIDE AND INSTALL NEW 2'X4' SUSPENDED ACOUSTICAL CEILING SYSTEM AT HEIGHT INDICATED A.F.F. IN LOCATIONS NOTED - ARMSTRONG CLEAN ROOM VL, MODEL 870 SQUARE LAY -IN CEILING TILE IN 15/16" PRELUDE PLUS XL STAINLESS STEEL GRID. INSTALL ALL FIXTURES, DEVICES, EQUIPMENT AND PENETRATIONS IN THE SUSPENDED CEILING SYSTEM AND TO PROVIDE THE NECESSARY SUPPORT FOR THESE ITEMS FROM STRUCTURE ABOVE AS REQUIRED BY CODE. NEW GYPSUM BOARD SOFFIT @ HEIGHT A.F.F. INDICATED ON PLAN. 2'x 4' FLUORESCENT LIGHT FIXTURE. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATION. 2'x 2' FLUORESCENT LIGHT FIXTURE. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATION. Q RECESSED INCANDESCENT DOWNLIGHT. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATION. O PENDANT FIXTURE - TO BE SELECTED CONTRACTOR TO PROVIDE $ 2,500.00 MATERIAL ALLOWANCE PER FIXTURE. PENDANT FIXTURE - TO BE SELECTED. CONTRACTOR TO PROVIDE $ 1,000.00 MATERIAL ALLOWANCE PER FIXTURE. 1 TRACK AND TRACK LIGHT FIXTURE. CONTECH LIGHTING, CTL8038L, BLACK FINISH. REFER TO M.E.P. DOCUMENTS FOR SPECIFICATION. EXTERIOR GRADE SUSPENDED CEILING FAN - HUNTER 52" FIVE MINUTE FAN. REFER TO M.E.P. DOCUMENTS FOR SPECIFICATION. Q EXTERIOR GRADE SURFACE MOUNTED INCANDESCENT DOWNLIGHT. REFER TO M.E.P.-F.P. EXT DOCUMENTS FOR SPECIFICATION. EMERGENCY EXIT SIGN - BUILDING STANDARD - EMERG-I-LITE, PRESTIGE "X40 LED EDGE -LIT SERIES", MODEL #W -LX -42 -NW (SINGLE FACE) OR #W -LX -43 -NM (DOUBLE FACE). FLAT TRIM FOR FLUSH MOUNTING, WHITE TRIM PLATE WITH RED LETTERING, SINGLE OR DOUBLE FACE, WITH OR WITHOUT DIRECTIONAL CHEVRONS AS SHOWN ON PLAN (NOTE: SINGLE FACE SHOWN ON LEGEND). JUNCTION BOX MOUNTED IN CEILING PLENUM SPACE TO SERVICE POWER REQUIREMENTS FOR DEVICE NOTED. CONTRACTOR TO COORDINATE WITH TENANT FOR EQUIPMENT SPECIFICATIONS, POWER REQUIREMENTS AND EXACT INSTALLATION LOCATION(S). ® DUPLEX ELECTRICAL RECEPTACLE, MOUNTED IN GYPSUM BOARD SOFFIT. COORDINATE EXACT LOCATION IN FIELD WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION. eN DEDICATED DUPLEX ELECTRICAL RECEPTACLE, MOUNTED AT UNDERSIDE OF CEILING. COORDINATE EXACT LOCATION IN FIELD WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION. PROVIDE MATERIAL ALLOWANCE OF $ 1,000 PER LOCATION FOR FIXTURE. ioll BUILDING STANDARD WALL SWITCH, ROCKER TYPE, MOUNTED AT 48" A.F.F. TO TOP OF SWITCHPLATE (UNLESS OTHERWISE NOTED). cflD BUILDING STANDARD DIMMER WALL SWITCH, MOUNTED AT 48" A.F.F. TO TOP OF SWITCHPLATE (UNLESS OTHERWISE NOTED). 4A13 BUILDING STANDARD 3 -WAY WALL SWITCH, ROCKER TYPE, MOUNTED AT 48" A.F.F. TO TOP OF SWITCHPLATE (UNLESS OTHERWISE NOTED). kol'a SUBSCRIPT INDICATES LIGHTS TO BE CONTROLLED BY A SPECIFIC SWITCH. FIXTURES AND SWITCHING DEVICES SHARING LIKE SUBSCRIPTS ARE TO BE WIRED TO SWITCH ALIKE. E DENOTES EXISTING FIXTURE OR DEVICE TO REMAIN INSTALLED AND OPERATIONAL. PROTECT DURING DEMOLITION AND CONSTRUCTION. R DENOTES EXISTING FIXTURE OR DEVICE SHOWN AT NEW RELOCATED POSITION. N DENOTES NEW FIXTURE OR DEVICE TO MATCH EXISTING (UNLESS OTHERWISE NOTED) AND TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9'-0" A.F.F. REFLECTED CEILING PLAN -GENERAL NOTES 1. SUPPLY, INSTALL AND CONNECT ALL EMERGENCY LIGHTING AS PER ALL APPLICABLE CODES AND ORDINANCES. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATIONS. 2. INSTALL SMOKE DETECTION DEVICES AND FIRE ALARM ENUNCIATORS TO COMPLY WITH ALL CODE REQUIREMENTS. VERIFY IN FIELD WITH BUILDING MANAGEMENT FOR BUILDING STANDARD DEVICES TO BE USED AND PROCEDURES TO CONNECT TO BASE BUILDING FIRE ALARM SYSTEM. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATIONS. 3. FIRE SPRINKLERS LOCATED AND INSTALLED THROUGHOUT THE TENANT SPACE SHALL CONFORM WITH THE REQUIREMENTS OF N.F.P.A.-13. ALL SPRINKLERS TO BE REMOVED, RELOCATED AND/ OR ADDED ARE TO BE CENTERED IN THE CEILING TILE. REFER TO M.E.P.-F.P. DOCUMENTS FOR SPECIFICATIONS. 4. ALL NEW SWITCHES AND COVERPLATES IN KITCHEN AND RESTROOM AREAS TO BE WHITE, AND IN DINING AREAS TO BE BLACK. 5. MULTIPLE SWITCHES SHOWN AT THE SAME LOCATION ARE TO BE GANGED IN THE SAME SWITCH COVER PLATE 6. COORDINATE AIR CONDITIONING DUCTWORK ELEVATIONS, BEAM DROPS, PIPING AND ANY OTHER OBSTRUCTIONS WITH LIGHT FIXTURE DEPTHS AND LOCATIONS TO ASCERTAIN THAT PROPER CLEARANCES CAN BE MAINTAINED IN ACCORDANCE WITH REQUIRED FINISHED SUSPENDED CEILING HEIGHTS. THIS COORDINATION SHALL BE DONE BEFORE LIGHT FIXTURES ARE ORDERED AND BEFORE SUSPENDED CEILING SYSTEM CONSTRUCTION BEGINS. CONTRACTOR SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ARCHITECT. 7. COORDINATE WITH TENANT'S SECURITY, CABLING AND AUDIO VISUAL VENDORS FOR COMPLETION OF WORK PRIOR TO CLOSING UP CEILING. 8, EXISTING CEILING CONDITIONS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION TO MAINTAIN ITS EXISTING FINISH CONDITION. CONTRACTOR TO FIELD SURVEY CONDITION OF EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM IN THESE AREAS. ADJUST, LEVEL AND RETIE EXISTING CEILING GRID TO STRUCTURE ABOVE AND/OR REPAIR GRID AND TILE AS REQUIRED TO MAINTAIN A UNIFORM, LEVEL CEILING SURFACE AND TO PROVIDE A LIKE NEW APPEARANCE, INSTALL FIXTURES AND DEVICES AS SPECIFIED ON REFLECTED CEILING PLAN. ALL RELOCATED FIXTURES AND DEVICES ARE TO BE REFURBISHED AND REPAIRED AS NECESSARY TO ACHIEVE A LIKE NEW APPEARANCE AND FUNCTION. CLEAN AND RE -LAMP ALL FIXTURES AS NECESSARY TO ACHIEVE A UNIFORM, LEVEL LAMP COLORING AND LIGHT LEVEL. 9. WHERE DEMOLITION/ CONSTRUCTION AFFECTS SUSPENDED CEILING SYSTEM, CONTRACTOR SHALL REPLACE AND/ OR REPAIR EXISTING CEILING GRID AND ACOUSTICAL TILES AS NECESSARY TO ACHIEVE A UNIFORM, LIKE NEW APPEARANCE. MATCH NEW CEILING COMPONENTS TO EXISTING ADJACENT CEILING SYSTEM AND ALIGN IN BOTH THE HORIZONTAL DIMENSION AND THE HEIGHT INSTALLED A.F.F. 10. ALL FIXTURES AND DEVICES LOCATED IN AREAS TO BE DEMOLISHED ARE TO BE REMOVED, REFURBISHED, AND/OR REPAIRED AS NECESSARY AND REINSTALLED IN NEW LOCATIONS AS SHOWN ON THE REFLECTED CEILING PLAN. ALL FIXTURES SHALL BE RE-LAMPED AT THE END OF THE PROJECT - SEE M.E.P. DOCUMENTS FOR LAMP SPECIFICATIONS. ANY FIXTURE OR DEVICE NOT REUSED IN THE NEW CONSTRUCTION SHALL BE RETURNED TO THE BUILDING STOCK AND DELIVERED TO AN AREA DESIGNATED BY THE BUILDING MANAGEMENT. NOTE: ALL FIXTURES AND DEVICES TO BE NEW UNLESS NOTED OTHERWISE. CONTRACTOR TO REUSE EXISTING POWER FOR FIXTURES AND DEVICES WHERE APPLICABLE. REFLECTED CEILING PLAN - KEY NOTES R1 EXISTING CEILING, LIGHTING AND SWITCHING TO REMAIN INSTALLED AND OPERATIONAL. NO NEW WORK TO BE DONE IN THIS ROOM OR AREA. R2 2'X2' CEILING GRID LAYOUT TO BEGIN WITH FULL TILE AT THIS DIMENSION. S2'X4'CEILING GRID TO ALIGN NORTH/SOUTH OR EASTIWEST WITH 2'X2'CEILING GRID THESE LOCATIONS NOTED. R4 ANY CONDUIT LINES, DUCTWORK OR ANY OTHER ELEMENTS WITHIN OPEN CEILING TO BE PAINTED PER FINISH PLAN. R5 LOCATION OF SCULPTURAL ART ELEMENT AT MILLWORK UNIT. R6 THIS SECTION OF TRACK SHALL BE SWITCHED SEPARATELY, AND BE ON A DIMMER SWITCH. REFER TO MEP DOCUMENTS FOR FURTHER INFORMATION. R7 THIS SECTION OF TRACK SHALL ACT AS NIGHT LIGHT. REFER TO MEP DOCUMENTS FOR FURTHER INFORMATION. S OUTDOOR COVE LIGHTING TO WASH CURVED FACE OF BUILDING OVER ENTRY. REFER TO MEP DOCUMENTS FOR FURTHER INFORMATION. SDIVIDED LINES INDICATE LOCATION OF EXPOSED TRUSSES, TO BE PAINTED OUT SAME COLOR AS CEILING S (TYP.). 10 NEW INTERIOR DRYWALL SOFFIT OVER ENTRY TO START AT CORNER. 11 PATCH AND REPAIR EXTERIOR STUCCO SOFFIT TO MATCH EXISTING, AND PREP FOR NEW PAINT. elevation PROJECT: CIO N N SEAL: Dennis M. Carr, AIA FL Lic. No. AR0016756 'AUG 81201 REVISIONS: SHEET TITLE: REFLECTED CEILING PLAN SCALE: 1/8" = V-0" 1' 4' 8' 16' <) DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A1.3 FINISH SCHEDULE WALL IDENTIFIES FINISHES THAT BASE ARE USED MONOLITHICALLY FLOOR I IN THE ROOM OR AREA IDENTIFIES FINISH THAT IS CPT -1 NOT USED MONOLITHICALLY IN THE ROOM OR AREA FINISH SCHEDULE - CONTINUED KEY DESCRIPTION PT 88 i COMMENTS i KEY CONC-1 CONCRETE MANUF: PATTERN: LM SCOFIELD FORMULA ONE LIQUID DYE CONCENTRATE CONCRETE FLOOR TOPPING TO BE A MIXTURE OF PT -6 ACCENT FLOORING COLOR: 3935 PONDEROSA + 4405 RUSTIC BARKHAVE THE TWO COLORS NOTED. FINAL PRODUCT TO PAINT MANUF: TO BE DETERMINED CONTACT: STEPHEN J. RISSI A GRADE II, CLASS III FINISH. PROVIDE 7' X SW 7020 BLACK FOX F2 F4 F6 MANUF: ALLIED INDUSTRIES INTERNATIONAL, INC. PRODUCT: ECO -GRIP SLIP RESIST. SAFETY FLOORING COLOR: TO BE DETERMINED THICKNESS: 1/4" 727-521-4330 9' COLOR AND FINISH SAMPLES FOR ARCHITECT'S AND OWNER'S APPROVAL BEHIND WV -1 WOOD VENDOR. CONTACT: CAROLINE GAILEY-HOLT SW 6703 FROLIC BAR AREA WHERE ECO -1 FLOORING WILL BE PT -7 CONTACT: WALLCVRG PROFILE: CHAMFERED EDGE INSTALLED. ACCENT SW 6622 HEARTY ORANGE HEIGHT: 6" EGGSHELL @ WALLS; WV -2 PAINT CT -1 MANUF: DAL -TILE INSTALLED IN EMPLOYEE RESTROOM. VENEER CERAMIC TILE FLOOR ECO -1 SAFETY FLOORING WB -1 WOOD BASE EB -1 SAFETY FLOORING BASE WCH-1 WOOD CHAIR RAIL WP -1 WAINSCOT PANEL PT -1 ACCENT PAINT PT -2 GENERAL PAINT PT -3 ACCENT PAINT PT -4 ACCENT PAINT PT -5 ACCENT PAINT PATTERN: PORADA SERIES COLOR: TO BE DETERMINED ADVANCED TECHNOLOGY, INC. PT 88 i SIZE: 13" X 13" COLOR: DOOR CONTACT: DANIELE PENDLETON RIB 2 FRAME 813-267-4038 COLOR: PAINT GROUT EGGSHELL @ WALLS; COLOR: MANUF: TO BE DETERMINED MANUF: SHERWIN WILLIAMS COLOR: TO BE DETERMINED SW 7020 BLACK FOX FINISH: MANUF: ALLIED INDUSTRIES INTERNATIONAL, INC. PRODUCT: ECO -GRIP SLIP RESIST. SAFETY FLOORING COLOR: TO BE DETERMINED THICKNESS: 1/4" INSTALLED THROUGHOUT KITCHEN, SERVICE AREA AND BEHIND BAR. FLOORING MUST BE INSTALLED BY A MANUFACTURER'S APPROVED SATIN @ EXTERIOR WV -1 WOOD VENDOR. CONTACT: CAROLINE GAILEY-HOLT SW 6703 FROLIC VENEER 704-522-0597 CONTACT: WALLCVRG PROFILE: CHAMFERED EDGE SHERWIN WILLIAMS COLOR: SW 6622 HEARTY ORANGE HEIGHT: 6" EGGSHELL @ WALLS; WV -2 FINISH: STAINED, COLOR TO BE DETERMINED. MANUF: WOOD COLOR: SW 6286 MATURE GRAPE VENEER MANUF: ALLIED INDUSTRIES INTERNATIONAL, INC. PRODUCT: ECO -GRIP SLIP RESIST. SAFETY FLOORING COLOR: TO BE DETERMINED HEIGHT: 4" CONTACT: CAROLINE GAILEY-HOLT INTEGRAL BASE INSTALLED THROUGHOUT KITCHEN, SERVICE AREA AND BEHIND BAR. FLOORING MUST BE INSTALLED BY A MANUFACTURER'S APPROVED VENDOR. WALLCVRG WT -1 CERAMIC 704-522-0597 813-514-2161 WALL WHERE WOOD CHAIR RAIL EXISTS, REFINISH TO� MATCH NEW DARKER STAIN. TILE PROFILE: SQUARE EDGE MTG. HEIGHT: 36" TO MATCH EXISTING FINISH: STAINED, COLOR TO BE DETERMINED MANUF: ADVANCED TECHNOLOGY, INC. SERIES: MICRO FLEX, CONTEMPORARY COLOR: ARGENT SILVER STYLE: RIB 2 MANUF: SHERWIN WILLIAMS COLOR: SW 7566 WESTHIGHLAND WHITE FINISH: EGGSHELL @ WALLS; COLOR: SATIN @ EXTERIOR MANUF: SHERWIN WILLIAMS COLOR: SW 7020 BLACK FOX FINISH: EGGSHELL @ WALLS; PATTERN: SATIN @ EXTERIOR MANUF: SHERWIN WILLIAMS COLOR: SW 6703 FROLIC FINISH: EGGSHELL @ WALLS; CONTACT: SATIN @ EXTERIOR MANUF: SHERWIN WILLIAMS COLOR: SW 6622 HEARTY ORANGE FINISH: EGGSHELL @ WALLS; MANUF: SATIN @ EXTERIOR MANUF: SHERWIN WILLIAMS COLOR: SW 6286 MATURE GRAPE FINISH: EGGSHELL @ WALLS; SATIN @ EXTERIOR INSTALL WITH RIBS ON MATERIAL TO RUN VERTICALLY - INSTALL OVER EXISTING PLASTIC LAMINATE PANELS (WHERE EXISTS), PER MANUFACTURER'S RECOMMENDATION.. FOR OPEN CEILINGS, JOISTS AND EXPOSED ELEMENTS, WALL LOCATIONS AND EXTERIOR AS NOTED. FOR ACCENT WALL LOCATIONS AND EXTERIOR AS NOTED. FOR ACCENT WALL LOCATIONS, CEILING IN MEN'S ROOM, AND EXTERIOR AS NOTED. FOR ACCENT WALL LOCATIONS, CEILING IN WOMEN'S ROOM, AND EXTERIOR AS NOTED. t WT -2 CERAMIC WALL TILE WT -3 CERAMIC WALL TILE SS -1 SOLID SURFACE DESCRIPTION MANUF: SHERWIN WILLIAMS COLOR: TO BE DETERMINED FINISH: EGGSHELL @ WALLS MANUF: SHERWIN WILLIAMS COLOR: TO BE DETERMINED FINISH: SEMI -GLOSS MANUF: SHERWIN WILLIAMS COLOR: TO BE DETERMINED =1NISH: SEMI -GLOSS NOTE: FOR EXTERIOR GENERAL PAINTS AND ACCENT STRIPES, CONTRACTOR TO PROVIDE 3' X 5' SAMPLE AREA FOR ARCHITECT'S APPROVAL PRIOR TO PAINTING EXTERIOR. MANUF: KOROSEAL INTERIOR PRODUCTS PATTERN: ARBOR SERIES COLOR: AS MEMO OVANGKOL QC FIG SIZE: JIM GALLERY, 612-720-1931 CONTACT: ANITA HILSTER, 813-787-1788 MANUF: KOROSEAL INTERIOR PRODUCTS PATTERN: ARBOR SERIES COLOR: RECON ANGORA SIZE: 10' PANEL CONTACT: ANITA HILSTER, 813-787-1788 MANUF: SPECIALTY TILE PRODUCTS INC. PATTERN: WOW TILE COLOR: WINTER SIZE: 6" X 36" CONTACT: AMANDA HARLAND CONTACT: 813-514-2161 GROUT TO BE DETERMINED MANUF: TO BE DETERMINED COLOR: TO BE DETERMINED MANUF: STONE PEAKS TILE PATTERN: ADAMAS COLOR: TO BE DETERMINED SIZE: 4" X 12" CONTACT: AMANDA HARLAND 813-514-2161 GROUT MANUF: TO BE DETERMINED COLOR: TO BE DETERMINED MANUF: DALTILE PATTERN: MATTE SERIES COLOR: 0790 ARCTIC WHITE SIZE: 3" X 6" CONTACT: DANIELE PENDLETON 813-267-4038 GROUT MANUF: TO BE DETERMINED COLOR: TO BE DETERMINED MANUF: CAMBRIA COLOR: ABERDEEN FINISH: POLISHED CONTACT: JIM GALLERY, 612-720-1931 FINISH SCHEDULE -CONTINUED COMMENTS KEY FOR ACCENT CEILING SOFFIT LOCATION NOTED S9-2 SOLID SURFACE SS -3 SOLID SURFACE SS -4 SOLID SURFACE SS -5 SOLID SURFACE VERTICAL AND HORIZONTAL APPLICATIONS ON TWO LARGE MILLWORK ELEMENTS WITH BOOTHS. PL -1 PLASTIC LAMINATE VERTICAL AND HORIZONTAL APPLICATIONS ON MILLWORK ELEMENTS INCLUDING BAR AND FB -1 TO -GO FACE, LOW PARTITIONS AT BOOTHS, FACE HOST STAND AND RETAIL DISPLAY. BRICK ACCENT WALL IN RESTROOMS, INSTALLED WS -1 HORIZONTALLY IN ASHLAR PATTERN IN 1/3 WOOD LENGTH INTERVALS. SIDING INSTALLED IN RESTROOM WALLS FROM FLOOR TO CEILING IN STACKED PATTERN, UNLESS NOTED OTHERWISE. INSTALLED IN KITCHEN AND EMPLOYEE RESTROOM WALLS FROM FLOOR TO CEILING, UNLESS NOTED OTHERWISE. AT ALL BAR TOP LOCATIONS, TO -GO MILLWORK TOP. DESCRIPTION MANUF: CAMBRIA COLOR: NEWPORT FINISH: POLISHED CONTACT: JIM GALLERY, 612-720-1931 MANUF: CAMBRIA COLOR: ROSSLYN FINISH: POLISHED CONTACT: JIM GALLERY, 612-720-1931 MANUF: CORIAN COLOR: SORREL FINISH: POLISHED CONTACT: ROB CLICK, 407-733-4180 MANUF: CORIAN COLOR: WITCH HAZEL FINISH: POLISHED CONTACT: ROB CLICK, 407-733-4180 MANUF: TO BE DETERMINED COLOR: TO BE DETERMINED FINISH: CONTACT: MANUF: TO BE DETERMINED COLOR: TO MATCH EXTERIOR BRICK FINISH: CONTACT: MANUF: TO BE DETERMINED COLOR: WHITE WASHED FINISH: CONTACT: COMMENTS FOR HOST STAND TRANSACTION SURFACE, AND SERVICE TOP IN DINING. FOR VANITIES AND WALL PANELS IN MEN AND WOMEN'S RESTROOMS. FOR PRIVACY PLUS TOILET PARTITION PANELS IN MEN'S RESTROOM. FOR PRIVACY PLUS TOILET PARTITION PANELS IN WOMEN'S RESTROOM. FOR MILLWORK INSIDE HOST STAND, INSIDE TO -GO, AND AT SERVICE STATION IN DINING. INSTALL FROM FLOOR TO UNDERSIDE OF JOISTS (APPROX. 12'-6") AT WALLS INDICATED. 6" HORIZONTAL WOOD SIDING ON ACCENT WALL INDICATED, INSTALLED FROM 48" A.F.F. TO 12'-6" FINISH PLAN - KEY NOTES F1 LOCATION FOR CONCRETE TOPPING SAMPLES IN THIS AREA, WITHIN LIMITS OF DIMENSION SHOWN. F2 STAINED CONCRETE FLOOR TOPPING TO BE INSTALLED BY ONE OF THE FOLLOWING APPROVED VENDORS: - TRAVIS HALL, SOUTHLAND CREATIONS, 813.927.8957 - TJ BENTLEY, REMBRANDT SURFACE SYSTEMS, 941.374.0037 - MIMI VRBA, ALTERNATIVE FLOORS, 904.814.6704 - TOM DITARDO, JDL SURFACE INNOVATIONS, 904.591.9102 F3 CONTRACTOR TO PROVIDE VERTICAL STRIPED SAMPLE PAINTING ON EXTERIOR ELEVATION IN 8' X 8' AREA TOTAL, IN 4 EQUAL BANDS OF PT -6, PT -7, PT -8 AND PT -9. COORDINATE WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION, F4 FLOORING SAWCUT SCORING IN 6'X 6' DIMENSIONS, SET OFF AT A 45 DEGREE ANGLE AT LOCATIONS INSIDE RESTAURANT. F5 PROVIDE 60" HIGH STAINLESS STEEL CORNER GUARDS AT ALL CORNERS THROUGHOUT KITCHEN. F6 STAINED CONCRETE FLOORING (CONC-1) AT EXTERIOR PATIOS. REFER TO EXTERIOR 8 DRAWINGS FOR FINISHES. FLOORING SAWCUT SCORING IN 6'X 6' DIMENSIONS, PERPENDICULAR TO BUILDING AT EXTERIOR PATIOS. F7 CEILING, INCLUSIVE OF ALL EXPOSED DUCTWORK, CONDUIT, ETC. TO BE PAINTED PT -2. FS ALL EXPOSED AND SEMI -EXPOSED SURFACES OF MILLWORK ELEMENTS TO BE WV -1, WITH 8 GRAIN RUNNING VERTICALLY ON FACES OF UNIT, AND IN EAST -WEST DIRECTION ON TOPS OF UNIT. F9 ALL EXPOSED AND SEMI -EXPOSED SURFACES OF MILLWORK ELEMENTS TO BE WV -1, WITH PAINT FACE, BACK AND UNDERSIDE OF SOFFIT PT -1. F10 PAINT UNDERSIDE OF SOFFIT PT -1. F11 PAINT CEILING IN MEN'S ROOM PT -4. 6 F12 PAINT CEILING IN WOMEN'S ROOM PT -5. 0 F13 PAINT FACE OF SOFFIT, AND HEADER FROM 9'-0" TO 12'-9" PT -6. F14 PROVIDE 1X6 STAINED WOOD AT END FACE AND TOP OF WALL THIS LOCATION. PROVIDE CHAMFERED EDGE AT EXPOSED SIDE. FINISH PLAN - GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK'S COMPLIANCE WITH ALL APPLICABLE LOCAL CODES, ORDINANCES, AND REGULATIONS AND WITH ALL ACCESSIBILITY REQUIREMENTS AS OUTLINED IN CHAPTER 11 OF THE FLORIDA BUILDING CODE, AS WELL AS WITH ALL TRADE STANDARDS OF PROFESSIONAL QUALITY WORKMANSHIP. 2. ELEVATION ARCHITECTURE IS ONLY RESPONSIBLE FOR FINISHES SPECIFIED ON FINISH PLANS AND SPECIFICATIONS AS PREPARED BY ELEVATION ARCHITECTURE. 3. ALL FINISH DESIGNATIONS ARE SHOWN MONUMENTALLY UNLESS KEYED SPECIFICALLY ON PLAN. 4. ALL FINISHES ARE TO BE PROVIDED AND INSTALLED BY PROFESSIONAL CONTRACTORS, QUALIFIED TO INSTALL THE TYPE OF FINISH SPECIFIED. TILE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL OF NORTH AMERICA GUIDELINES. 5. CONTRACTOR(S) SHALL ADHERE TO ALL CURRENT MANUFACTURER WRITTEN SPECIFICATIONS FOR APPROVED INSTALLATION METHODS (FOR EXAMPLE, BUT NOT LIMITED TO, ADHESIVE TYPES, CUTTING METHODS, SEALERS AND PRIMERS) AND SHALL INFORM ARCHITECT SHOULD MANUFACTURER NOT HAVE SUCH WRITTEN MATERIAL. FURTHER, SHOULD THE MANUFACTURER'S APPROVED INSTALLATION METHOD COUNTER THE DESIGN, LAYOUT, OR PATTERN SPECIFIED BY THE ARCHITECT IN ANY WAY, THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING IMMEDIATELY PRIOR TO COMMENCEMENT OF WORK. 6. CONTRACTOR(S) SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH WILL IMPACT OR INTERFACE WITH HIS WORK AND BE RESPONSIBLE FOR SAME. ANY DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND CONTRACT DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE BUILDING MANAGEMENT AND ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. 7. ALL DRAPERY POCKETS, COLUMNS, FASCIAS, SOFFITS, DOOR/WINDOW TRANSOM CONDITIONS, AND PARTIAL HEIGHT WALLS ARE TO RECEIVE WALL FINISHES AS INDICATED ON PLANS. CONTRACTOR SHALL VERIFY LOCATION OF ABOVE AND SIMILAR ELEMENTS PRIOR TO DETERMINATION OF BID. 8. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WITH RESPECT TO NEW INSTALLATION, PRIOR TO BID PROPOSAL COMPLETION. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL CONSTRUCTION AND/ OR MILLWORK WHICH WILL IMPACT HIS WORK PRIOR TO COMMENCEMENT OF WORK. 10. CONTRACTOR TO PROVIDE ACTUAL SAMPLES OF ALL SPECIFIED FINISHES AND MATERIAL TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. SAMPLES SHALL BE SUBMITTED IN A TIMELY MANNER AS TO NOT IMPACT THE OVERALL PROJECT SCHEDULE. 11. CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS AND HIS WORK WITH BUILDING MANAGEMENT. CONTRACTOR SHALL FURNISH BUILDING MANAGEMENT WITH SCHEDULE OF INSTALLATION FOR ALL FINISHES. 12. CONTRACTOR(S) SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT SURFACES DURING INSTALLATION AND TO PROTECT FINAL INSTALLED FINISH MATERIAL(S) FROM OTHER TRADES. 13. CONTRACTOR TO PROVIDE BUILDING MANAGEMENT WITH COPIES OF MANUFACTURER'S WRITTEN WARRANTY AND APPROVED MAINTENANCE SPECIFICATIONS IMMEDIATELY UPON COMPLETION OF WORK. 14. ALL MATERIALS SHALL BE INSPECTED FOR FLAWS, DEFECTS OR DISCOLORATION PRIOR TO CUTTING OR INSTALLATION. 15. EACH MATERIAL TO BE OF THE SAME DYE LOT. 16. ALL FABRICS SHALL BE "BACKED" AS REQUIRED BY MANUFACTURER FOR PROPER INSTALLATION. 17. ALL WOVEN FABRIC WALL COVERINGS SHALL BE TRIMMED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS. BLADE SHALL BE CHANGED AFTER EACH CUT. 18. WALL COVERING SCHEDULED FOR INSTALLATION ON EXTERIOR WALLS SHALL HAVE A PERMEABILITY RATING THAT MEETS OR EXCEEDS (8) PERMS AS SET FORTH BY ASTM -E96-02. WALL COVERING SHALL BE INSTALLED USING HEAVY DUTY CLEAR ADHESIVE. 19. HORIZONTAL SEAMS OF ANY WALL COVERING ARE UNACCEPTABLE. 20. ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS FOR THE PARTICULAR SURFACE. TWO (2) FINISH COATS MINIMUM APPLICATION AFTER ONE PRIME COAT. 21. CONTRACTOR TO PREP ALL DOOR FRAMES AND PROVIDE AND APPLY (2) COATS OF PAINT AS SPECIFIED ON FINISH PLAN. 22. ALL MISCELLANEOUS GRILLS, DIFFUSERS, AND FIRE EXTINGUISHER CABINETS OCCURRING ON PARTITIONS OR CEILINGS ARE TO BE PAINTED TO MATCH THE SURFACE ON WHICH THEY OCCUR. 23. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAMEPROOF IN AN APPROVED MANNER. 24. CONTRACTOR TO BEVEL ALL CARPET EDGES AT CARPET TO CARPET TRANSITIONS. 25. ALL CARPET SEAMS SHALL BE SEALED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS. ALL CARPET EDGES AT WALLS SHALL BE TRIMMED AND TUCKED. 26. ALL CARPET GOODS SHALL RUN NORTH -SOUTH OR EAST -WEST CONSISTENTLY THROUGHOUT. ANY VARIANCE FROM THIS WILL NOT BE ACCEPTED. 27. ALL CARPET INSTALLATION SHALL BE DIRECT GLUE -DOWN THROUGHOUT, UNLESS NOTED OTHERWISE, OR IN THE EVENT THAT SUCH METHODS SHOULD VOID THE MANUFACTURER'S WARRANTY. ALL CARPET SHALL BE POWER STRETCHED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS. 28. ALL CHANGES IN FLOOR FINISH MATERIALS OCCURRING AT DOORWAYS SHALL BE AT THE CENTERLINE OF THE DOOR OR DOORWAY UNLESS NOTED OTHERWISE. ALL OTHER FLOOR FINISH TRANSITIONS SHALL BE ACCOMPLISHED SMOOTHLY TO THE SATISFACTION OF THE ARCHITECT AND BUILDING MANAGEMENT. 29. CONTRACTOR TO PREP ALL WALLS TO RECEIVE BASE AS SCHEDULED ON FINISH PLAN. CONTRACTOR TO PATCH AND REPAIR WALLS AS REQUIRED TO ACHIEVE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW VINYL BASE. FLOORS AND WALLS MUST BE CLEAN AND FREE OF DUST, DIRT, ALL PAINTS, WALL FINISH AND OTHER FOREIGN MATTER, WHICH MAY AFFECT ADHESIVE BONDING OR MECHANICAL CONNECTION. FOLLOW MANUFACTURER'S WRITTEN SPECIFICATIONS FOR FURTHER INSTALLATION INSTRUCTIONS. 30. CONTRACTOR TO REMOVE ALL EXISTING FLOOR COVERING MATERIALS UNLESS OTHERWISE NOTED. CONTRACTOR TO PLUG, REPAIR AND FLOAT EXISTING FLOOR SLAB AS NECESSARY TO MEET TOLERANCE REQUIREMENTS OF A.C.I. STANDARDS FOR CLASS A OFFICE BUILDINGS ( Ya" IN 10') AND TO ACHIEVE A LEVEL SURFACE FOR THE INSTALLATION OF NEW FLOOR COVERING MATERIALS AS SPECIFIED. SUBTLER SHALL BE DRY AND CLEANED FREE OF DIRT, DEBRIS, ADHESIVES, PAINT, SEALERS AND OTHER FOREIGN MATTER PRIOR TO INSTALLATION OF ANY FLOOR COVERING MATERIAL. CONTRACTOR TO SURVEY CONDITION OF FLOOR PRIOR TO PROVIDING BID AND OR STARTING ANY WORK. COMMENCEMENT OF WORK INDICATES THAT THE SUBSURFACE MEETS THE CONDITIONS AS OUTLINED ABOVE. 31. CONTRACTOR TO REMOVE ALL EXISTING WALL COVERING MATERIAL UNLESS OTHERWISE NOTED. CONTRACTOR TO PATCH AND REPAIR WALLS AS REQUIRED. WALLS ARE TO BE TAPED, SPACKLED, SANDED SMOOTH, CLEANED AND FREE FROM CRACKS, SURFACE IRREGULARITIES AND DEFECTS TO ACHIEVE A UNIFORM, SMOOTH SURFACE FOR THE RECEIPT OF NEW WALL FINISHES AS SPECIFIED. WALLS SHALL BE PRIMED FOR SPECIFIED WALL FINISHES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS. COMMENCEMENT OF WORK INDICATES THAT THE SUBSURFACE MEETS THE CONDITIONS AS OUTLINED ABOVE. 32. ALL WOOD BASE TO REMAIN, UNLESS OTHERWISE NOTED. CONTRACTOR TO PATCH, REPAIR, AND/ OR REFINISH WOOD BASE AS REQUIRED TO ACHIEVE A LIKE NEW APPEARANCE. FINISH WOOD BASE AS SPECIFIED. 33. ALL WOOD BASE TO BE PROVIDED AND INSTALLED BY PROFESSIONAL INSTALLERS, QUALIFIED TO INSTALL THE FINISH CARPENTRY SPECIFIED. FINISH CARPENTRY WORKMANSHIP SHALL BE OF FIRST QUALITY AND MEET QUALITY STANDARDS AS ESTABLISHED BY THE ARCHITECTURAL WOODWORK INSTITUTE (AWI). 34. ALL WOOD BASE OCCURRING AT CURVED COLUMNS SHALL BE RADIUSED TO TIGHTLY FIT COLUMN. FINISH WOOD BASE AS SPECIFIED. 35. ALL WOOD CHAIR RAIL, WOOD CROWN MOLDING AND OTHER WOOD TRIM TO REMAIN, UNLESS OTHERWISE NOTED. CONTRACTOR TO PATCH, REPAIR AND REFINISH WOOD TRIM AS REQUIRED TO ACHIEVE A LIKE NEW APPEARANCE. elevation PROJECT: 0 cz cz N N L 0 %%%.- Co E O i Q E Cn .:3 m "L 0 W cz0 L,. o 4-+ C SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 'AUG S 1201 REVISIONS: T 70 N CO M cr 70 cu 0 U- 72 T 0 CO CCO COT SHEET TITLE: FINISH PLAN SCALE: 1/8" = V-0" 1' 4' 8' 16' DATA: PROJECT* 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A1.4 OI 711 24'-91/2" ENLARGED PLAN - MILLWORK SCALE: 3/8" = V-0" 25'-6y" 21'-11 " ENLARGED PLAN - MILLWORK A RESTROOM ELEVATION SCALE. 3/8 — 1 -0 -27 T N F MILLWORK ELEVATION B RESTROOM ELEVATION SCALE. 3/8 — 1 -0 SOLID SURFACE PANEL FROM FLOOR TO CEILING, SS -3 PARTITION AS SCHEDULED - PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR SUPPORT OF MILLWORK. MIRROR, SET INTO SS -3 WALL PANEL. SS -3 BACK WALL PANEL SOAP DISPENSER, SEE PLAN FOR LOCATION 2 CM THICK QUARTZ COUNTERTOP SS -3, W/ MITERED APRON FRONT 3/4" PLYWOOD SUPPORT PROVIDE INSULATED PIPE WRAP ON ALL EXPOSED PIPES. SS-3BACK WALL PANEL. MILLWORK SECTION SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" C RESTROOM ELEVATION SCALE. 3/8 — 1 -0 EILING AS SCHEDULED. x 3 BLOCKING, TYPICAL. W MDF BACK, WHITE MELAMINE FINISH. !) 3/4" ADJUSTABLE PARTICLE BOARD HELVES, WHITE MELAMINE FINISH. NE -BORE ADJUSTMENT HOLES 1" O.C. INTO ABINET SIDES AND PROVIDE SHELF CLIPS, 14" PARTICLE BOARD DOOR ON CONCEALED UROPEAN STYLE HINGES. PLASTIC AMINATE FINISH. (TBD) ,LL INTERIOR SURFACES TO BE WHITE IELAMINE. ,ABINET PULLS (TBD) PARTITION AS SCHEDULED - PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR SUPPORT OF WORK SURFACE. SCRIBE WORKSURFACE CLOSE TO PARTITION. 3" DIA. GROMMET CENTERED ON WORKSURFACE. 3/4" PLYWOOD TOP WITH 1 1/2" THICKENED EDGE, PLASTIC LAMINATE FINISH. (TBD) FILE DRAWER IN BACKGROUND SCHEDULED BASE MILLWORK SECTION SCALE: 3/4" = 1'-0" c "r D RESTROOM ELEVATION EILING AS SCHEDULED. x 3 BLOCKING, TYPICAL 1 LOCKING CABINE WITH DOOR IN SIC OF HOST MILLWOF FOR TWO RETA STORAGE AREAS / 12" X12" X 12"MI E MILLWORK ELEVATION 14" MDF BACK, WHITE MELAMINE FINISH 3/4" ADJUSTABLE PARTICLE BOARD HELVES, WHITE MELAMINE FINISH. NE -BORE ADJUSTMENT HOLES 1" O.C. INTO ABINET SIDES AND PROVIDE SHELF CLIPS. W' PARTICLE BOARD DOOR ON CONCEALED UROPEAN STYLE HINGES. PLASTIC AMINATE FINISH. (TBD) LL INTERIOR SURFACES TO BE WHITE IELAMINE. 3/4" PLYWOOD TOP WITH 1 1/2" THICKENED EDGE, PLASTIC LAMINATE FINISH. (TBD) PARTITION AS SCHEDULED - PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR SUPPORT OF WORK SURFACE. SCRIBE WORKSURFACE CLOSE TO PARTITION. 3/4" PLYWOOD TOP WITH 1 1/2" THICKENED EDGE, PLASTIC LAMINATE FINISH. (TBD) CABINET PULLS (TBD) 3/4" PARTICLE BOARD DRAWERS WITH PLASTIC LAMINATE EXTERIOR FINISH (TBD) & WHITE MELAMINE INTERIOR FINISH ON FULL EXTENSION GLIDES ALL INTERIOR SURFACES TO BE WHITE MELAMINE. 1/4" PARTICLE BOARD BACK, WHITE MELAMINE FINISH. TOE KICK WITH 3/4" PARTICLE BOARD FACE, PLASTIC LAMINATE FINISH (TBD), BLOCKING OR BRACING BEHIND AS REQUIRED. MILLWORK SECTION SCALE: 3/4" = V-0" I WV -1 2'-6" ENLARGED PLAN - RESTROOMS SCALE: 3/8" = 1'-0" TOILET ACCESSORY LEGEND KEY DESCRIPTION COMMENTS DRAWN BY: MANUF: BOBRICK MOUNT @ 24" A.F.F. TO CENTER OF UNIT O PRODUCT: CONTURA SERIES, DOUBLE ROLL TOILET TISSUE DISPENSER MODEL NO: TBD FINISH: TYPE -304 STAINLESS STEEL WITH SATIN FINISH MANUF: BOBRICK MOUNT HORIZONTALLY AT 36" A.F.F. TO O PRODUCT: STAINLESS STEEL GRAB BARS WITH SNAP FLANGE CENTER OF BAR. MODEL NO: B-6806,42" FINISH: SATIN FINISH, STAINLESS STEEL BOBRICK MOUNT HORIZONTALLY AT 36" A.F.F. TO OMANUF: 3 PRODUCT: STAINLESS STEEL GRAB BARS WITH SNAP FLANGE CENTER OF BAR. MODEL NO: B-6806,36" FINISH: SATIN FINISH, STAINLESS STEEL BOBRICK OMANUF: 4 PRODUCT: SOAP DISPENSER MODEL NO: CONTURA SERIES TBD FINISH: STAINLESS STEEL, SATIN FINISH BOBRICK MOUNT AT 54" A.F.F. TO TOP OF UNIT OMANUF: 5 PRODUCT: PAPER TOWEL DISPENSER MODEL NO: CONTURA SERIES TBD FINISH: STAINLESS STEEL, SATIN FINISH MANUF: BOBRICK MOUNT @ 28" A.F.F. TO TOP OF UNIT, O PRODUCT: SANITARY NAPKIN DISPOSAL WOMEN'S ROOM ONLY MODEL NO: CONTURA SERIES TBD FINISH: STAINLESS STEEL, SATIN FINISH MANUF: BOBRICK MOUNT @ 40" A.F.F. TO BOTTOM OF O PRODUCT: ACCESSIBLE MIRROR IN STAINLESS STEEL FRAME. MIRROR MODEL NO: B-165 PRODUCT: POLISHED PLATE GLASS MIRROR, SET INTO SS -3 PROVIDE 36" H. MIRROR AT 36" H. 8 VERTICAL WALL PANEL COUNTERTOP. PROVIDE 40" H. MIRROR AT 32" H. COUNTERTOP MANUF: PRIVACY PLUS SS -4 FOR MEN'S ROOM O PRODUCT: SOLID SURFACE TOILET PARTITION SS -5 FOR WOMEN'S ROOM MODEL NO: - FINISH: TBD MANUF: BOBRICK MOUNT ON BACK OF DOOR 10 PRODUCT: SURFACE MOUNTED DOUBLE ROBE HOOK MODEL NO: B-7672 FINISH: STAINLESS STEEL MANUF: KOALA KARE 11 PRODUCT: BABY CHANGING STATION MODEL NO: TBD FINISH: STAINLESS STEEL 2 CM THICK QUARTZ COUNTERTOP SS -1, W/ MITERED APRON FRONT 1y2" 3/4" PLYWOOD VERTICAL SUPPORT WITH PLASTIC LAMINATE FINISH (PL -1) PARTITION AS SCHEDULED - PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR SUPPORT OF WORK SURFACE. SCHEDULED BASE MILLWORK SECTION T -6y2" F.V. 01 MIN. MIN. G MILLWORK ELEVATION elevation PROJECT: cz N N 0 Ca QDa E CD oCOIL� W I` o cz cf) cz W .� a czo FL CIO jE 70 O p "L r CO /O� cT VJ SEAL: Dennis M. Carr, AIA FL Lic. No. AR0016756 AUG 8 l x"014 REVISIONS: SHEET TITLE: ENLARGED PLANS, ACCESSORY SCHEDULE & ELEVATIONS DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A2.1 I PT -2 I LINE OF TRUSSES PT -2 PT -7 PT -6 PT -2 i WC -1 WP -1 SCREEN WALL WB -1 WAITING AREA AINTERIOR ELEVATION SCALE: 1/4" = T-0" KITCHEN B INTERIOR ELEVATION SCALE: 1/4" = 17 .._ _....._..___.__...._...................._.._ .. ...................... _....__.... TV SOFFIT SOFFIT AT PT -1 AT BAR pT-1 EXPEDITING D D LINE OF TRUSSES PT -2 PT -6 PT -6 50" TV 50" TV Ex PT-1 -2 WV -1 SS -1 WV" / S - i�r� Me' TT V//OF BA Ep ii PL -2 PL_2 �E EQUIPMENT pL-1 INSIDE Ed INSIDEUa�]TO-GO TO-GOSECTION THRU BAR DINING SECTION BAR SECTION OUTDOOR LOUNGE EXPEDITING THRU BAR ISLAND THRU BAR BEYOND ✓vv - -- C INTERIOR ELEVATION p INTERIOR ELEVATION E INTERIOR ELEVATION F INTERIOR ELEVATION V -4y2" I T -7y2" G INTERIOR ELEVATION elevation PROJECT: cz cz N N 0 0 +_0 co 0 o E o� T C M p cr cz w 'L cu o c (L) U_ c c O O C Hca T VJ SEAL: Dennis M. Carr, AIA FL Lic, No. AR0015756 .AUG 112014 REVISIONS: SHEET TITLE: INTERIOR ELEVATIONS DATA: PROJECT* 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A2.2 elevation PROJECT: cz N N 0 %#A- E CO EO 0CL� ECj) � n .__ T •M_ W p M cd WO 0 70 C LL CIO .o O oC 0 L T M OTO co (/) SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 REVISIONS: 'AUG 31 2014 SHEET TITLE: INTERIOR ELEVATIONS DATA: PROJECT M 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET M A2.3 3/4" THICK CAMBRIA BAR TOP (SS -1) WITH THICKENED EDGE DETAIL AND BUILT-UP DRINK RAIL AT SERVICE SIDE 24" = OF BAR INSTALLED ON TOP OF K E S SUPPLIED AND INSTALLED MODULAR BAR DIE WALL. 12" SQ. METAL PLATE SECURED TO STEEL TUBE FOR SUPPORT OF TOP. BAR. WOOD VENEER PANELS (WV -2) INSTALLED OVER 1/2" MDF BOARD SUSTRATE SECURED TO MODULAR BAR DIE WALL. GLASTENDER MODULAR BAR DIE WALL BY KITCHEN EQUIPMENT SUPPLIER, FINISHES BY G.C., CONTRACTOR TO COORDINATE WITH K.E.S. 2" SQ. STEEL TUBE INSTALLED AT 4' O.C. (TYP.) STEEL REBAR INSTALLED TO SECURE CURB TO EXISTING CONCRETE FLOOR. EVERY 24" O.C. (TYP.). MILLWORK SECTION TOP OF SHELVING CABINET SECURED TO EXISTING OPENING LED STRIP LIGHTING SET INTO UNDERSIDE OF SHELF ABOVE (TYP.) FIXED SHELF, 2X10 WITH THICKENED EDGES, STAINED DARK TO MATCH SILL AND BASE EXISTING FIXED WINDOW BEYOND CABINET GRADE MDF BOARD LOCKING CABINET DOORS WITH PAINTED FINISH AND KEY LOCK ACCESS (2) 1X WOOD SOLID WOOD ADJUSTABLE SHELVES, PAINT TOE KICK W/ SCHEDULED BASE SCALE: 1" = V-0" DETAIL CcD- LIQUOR DISPLAY SCALE: 3" = V-0" STIC SEALANT TTED TRACK P 1 PARTITION NUMBER NON -RATED BRICK VENEER Z. N 9" 8" STC: - NOTES: STC: 39 NOTES: TO 6" ABOVE CEILING NOTES: SUPPLIED AND INSTALLED MODULAR BAR DIE WALL. 12" SQ. METAL PLATE SECURED TO STEEL TUBE FOR SUPPORT OF TOP. BAR. WOOD VENEER PANELS (WV -2) INSTALLED OVER 1/2" MDF BOARD SUSTRATE SECURED TO MODULAR BAR DIE WALL. GLASTENDER MODULAR BAR DIE WALL BY KITCHEN EQUIPMENT SUPPLIER, FINISHES BY G.C., CONTRACTOR TO COORDINATE WITH K.E.S. 2" SQ. STEEL TUBE INSTALLED AT 4' O.C. (TYP.) STEEL REBAR INSTALLED TO SECURE CURB TO EXISTING CONCRETE FLOOR. EVERY 24" O.C. (TYP.). MILLWORK SECTION TOP OF SHELVING CABINET SECURED TO EXISTING OPENING LED STRIP LIGHTING SET INTO UNDERSIDE OF SHELF ABOVE (TYP.) FIXED SHELF, 2X10 WITH THICKENED EDGES, STAINED DARK TO MATCH SILL AND BASE EXISTING FIXED WINDOW BEYOND CABINET GRADE MDF BOARD LOCKING CABINET DOORS WITH PAINTED FINISH AND KEY LOCK ACCESS (2) 1X WOOD SOLID WOOD ADJUSTABLE SHELVES, PAINT TOE KICK W/ SCHEDULED BASE SCALE: 1" = V-0" DETAIL CcD- LIQUOR DISPLAY SCALE: 3" = V-0" STIC SEALANT TTED TRACK P 1 PARTITION NUMBER NON -RATED BRICK VENEER FIRE RATING: UL NUMBER: STC: - NOTES: _ e MILLWORK SECTION LVAS 3/4" X 4" H. BACKSPLASH - CONTINUE AT WALL ENDS OF CABINET RUN, SOLID SURFACE FINISH. (SS -2) ALL INTERIOR SURFACES TO BE WHITE MELAMINE. 3/4" SOLID SURFACE TOP WITH 1 1/2" THICKENED EDGE, SOLID SURFACE FINISH. (SS -2) 3/4" PLYWOOD DRAWER WITH PLASTIC LAMINATE EXTERIOR FINISH AND WHITE MELAMINE INTERIOR FINISH ON FULL EXTENSION GLIDES. PLASTIC LAMINATE FINISH. (PL -1) 1/4" PLYWOOD BACK, WHITE MELAMINE FINISH. (1) 3/4"ADJUSTABLE PLYWOOD SHELF ON RECESSED STANDARDS AND SHELF CLIPS, WITH WHITE MELAMINE FINISH. 3/4" PLYWOOD DOOR ON CONCEALED EUROPEAN STYLE HINGES. PLASTIC LAMINATE FINISH. (PL -1) 4" TOE KICK OVER "2x4" WOOD BLOCKING, PLASTIC LAMINATE FINISH. (PL -1) BRACING AND SUPPORT UNDER CABINET BASE AND BEHIND TOE KICK FACE AS REQUIRED SCALE: 1" = V-0" DETAIL @ HOST 3/4" SOLID SURFACE TOP WITH 1 1/2" THICKENED EDGE, SOLID SURFACE FINISH. (SS -2) 1/4" PLYWOOD BACK, WHITE MELAMINE FINISH. (1) 3/4"ADJUSTABLE PLYWOOD SHELF ON RECESSED STANDARDS AND SHELF CLIPS, WITH WHITE MELAMINE FINISH. ALL INTERIOR SURFACES TO BE WHITE MELAMINE. 3/4" PLYWOOD DOOR ON CONCEALED EUROPEAN STYLE HINGES. PLASTIC LAMINATE FINISH. (WV -2) 9" TOE KICK OVER "2x4" WOOD BLOCKING, PLASTIC LAMINATE FINISH. (PL -1) BRACING AND SUPPORT UNDER CABINET BASE AND BEHIND TOE KICK FACE AS REQUIRED SCALE: 3" = V-0" -JD RUNNER 1EDULED CEILING " 25 GAUGE METAL STUDS 4" O.C., FINISHED FLOOR 6" ABOVE CEILING )VIUt SUUNU 'ENUATION BATTS WITHIN ;TITION AYER 5/8" GWB BOTH SIDES E AS SCHEDULED ORING AS SCHEDULED P2FIRE PARTITION NUMBER NON -RATED SOUND PARTITION RATING: - UL NUMBER: - STC: 39 NOTES: TO 6" ABOVE CEILING NOTES: 16" STAINLESS STEEL BRACKET FOR PASS-THROUGH SHELF (BY KITCHEN EQUIPMENT SUPPLIER). STAINLESS STEEL PASS-THROUGH SHELF (BY KITCHEN EQUIPMENT SUPPLIER). 1/2" THICK PLYWOOD BACKING INSTALLED INSIDE OF STUD, EACH SIDE KITCHEN DINING ROOM WINSCOT PANELS (WP -1) INSTALLED OVER 1/2" MDF BOARD SUBSTRATE SECURED TO FACE OF LOW WALL ON DINING SIDE. STAINLESS STEEL PANEL OVER GYP. BOARD - KITCHEN SIDE. SCHEDULED BASE NOTE: SUBSTITUTE GREEN BOARD IN LIEU OF GYP. BOARD IN KITCHEN ENVIRONMENTS, WET WALLS, AND PARTITIONS RECEIVING WALL TILE. MILLWORK SECTION DETAIL a) HOST SCALE: 1" = V-0" ALL INTERIOR SURFACES TO BE WHITE MELAMINE. 3/4" SOLID SURFACE TOP WITH 1 1/2" THICKENED EDGE, SOLID SURFACE FINISH. (SS -2) OPEN STORAGE WITH SOLID SURFACE (SS -2) TOP AND PLASTIC LAMINATE FINISH DOORS. (PLA) 1/4" PLYWOOD BACK, WHITE MELAMINE FINISH. (1) 3/4"ADJUSTABLE PLYWOOD SHELF ON RECESSED STANDARDS AND SHELF CLIPS, WITH WHITE MELAMINE FINISH. 3/4" PLYWOOD DOOR ON CONCEALED EUROPEAN STYLE HINGES. PLASTIC LAMINATE FINISH. (PL -1) 4" TOE KICK OVER "2x4" WOOD BLOCKING, PLASTIC LAMINATE FINISH. (PL -1) BRACING AND SUPPORT UNDER CABINET BASE AND BEHIND TOE KICK FACE AS REQUIRED SCALE: 3" = V-0" 141 '.AYER WOOD VENEER ON ALL 'OSED AND SEMI -EXPOSED tFACES - REFER TO FINISH IEDULE FOR MATERIAL MDF BOARD :HANICALLY SECURED TO DS. ' 25 GAUGE METAL STUDS 4" O.C., SECURED INTO CK, SECURED TO ORING E AS SCHEDULED ORING AS SCHEDULED P3FIRE PARTITION NUMBER NON -RATED NEW LOW 54" PARTITION RATING: - UL NUMBER: - FILE: STC: NOTES: EXISTING MULLION EXISTING EXTERIOR GLASS BREAK METAL CAP CONTINUOUS ALONG END OF WALL, PAINTED TO MATCH WALL 1" TH. NEOPRENE GASKET CONTINUOUS BETWEEN MULLION AND WALL 5/8" DRYWALL 3-5/8" METAL STUDS TAPE AND SPACKLE AT JOINT BELOW SILL CAP FIRE TREATED WOOD BLOCKING AS REQUIRED TO FILL VOIDS ABOVE AND BELOW SILL CAP CAULK VERTICAL SEAMS AT GASKET WITH FIRE CAULK, TYP. BOTH SIDES DETAIL ) MULWON SCALE: 3" = V-0" DETAIL ,) HOST WV -1 ON EXPOSED AND SEMI -EXPOSED ELEMENTS OF MILLWORK UNIT 3/4" SOLID SURFACE TOP WITH 1 1/2" THICKENED EDGE, SOLID SURFACE FINISH. (SS -2) 3/4" PLYWOOD END PANEL, PL -1 FINISH. 1/4" PLYWOOD BACK, PL -1 FINISH. (1) 3/4"ADJUSTABLE PLYWOOD SHELF ON RECESSED STANDARDS AND SHELF CLIPS, WITH PLASTIC LAMINATE (PL -1) FINISH. 4" TOE KICK OVER "2x4" WOOD BLOCKING, PLASTIC LAMINATE FINISH. (PL -1) BRACING AND SUPPORT UNDER CABINET BASE AND BEHIND TOE KICK FACE AS REQUIRED SCALE: 3" = V-0" PROJECT: CD cz cz N N am i O %*— i= 4-1p EO E O LmCL m L O N 1C wo 7 co 0 c SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 TAUG 212014 REVISIONS: T CV M (rcisco i� -a _O O LL T M CO ��C/0� T VJ SHEET TITLE: PARTITION TYPES, INTERIOR DETAILS DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A2.4 NORTH DEMOLITION ELEVATI( 3/16" = l'-0" WEST DEMOLITION ELEVATION 3/16" = l'-0" SOUTH DEMOLITION ELEVATION 3/16" = 1'-0" EAST DEMOLITION ELEVATION 3/16" = V-0" EXTERIOR NOTES DEMOLITION KEYNOTES D1 PREFINISHED METAL COPING TO REMAIN. INSPECT FOR WATERTIGHTNESS AND REPAIR AS NECESSARY. D2 EXTERIOR STUCCO FINISH TO REMAIN. REPAIR ALL CRACKS OR OTHER DEFORMITIES AND RESTORE TO LIKE NEW FINISH. D3 EXTERIOR BRICK VENEER TO REMAIN. CLEAN AND REPOINT AS NECESSARY TO RESTORE LIKE NEW FINISH. SEXISTING GOOSENECK LIGHT FIXTURES TO REMAIN. D5 EXISTING ALUMINUM STOREFRONT AND GLAZING TO REMAIN. D6 REMOVE EXISTING STUCCO/EIFS FINISH DOWN TO PLYWOOD SUBSTRATE. INSPECT CONDITION OF PLYWOOD SUBSTRATE. IF DAMAGED, REPLACE AND PREP FOR STUCCO APPLICATION. D7 REMOVE EXISTING ALUMINUM PANEL SYSTEM DOWN TO PLYWOOD SUBSTRATE. INSPECT CONDITION OF PLYWOOD SUBSTRATE. IF DAMAGED, REPLACE AND PREP FOR STUCCO APPLICATION. SREMOVE EXISTING GLAZED TILE BASE DOWN TO CMU SUBSTRATE. REMOVE ALL MASTIC TO PREP FOR STUCCO APPLICATION. SEXISTING PATIO WALL AND GATE TO BE REMOVED. ICJ REMOVE EXISTING STOREFRONT AND GLAZING SYSTEM. 1 REMOVE PORTION OF EXTERIOR WALL TO PREP FOR INSTALLATION OF NEW EXTERIOR STOREFRONT DOOR AS NOTED ON CONSTRUCTION PLANS. EXISTING GUTTER AND DOWNSPOUTS TO REMAIN. INSPECT FOR WATERTIGHTNESS AND REPAIR AS NECESSARY. EXISTING WALK-IN COOLER TO REMAIN. EXISTING DUMPSTER ACCESS GATE TO REMAIN. ®1 SEE DEMOLITION PLAN FOR EXTENT OF VESTIBULE STOREFRONT DEMOLITION. ®1 EXISTING ALUMINUM CLAD COLUMNS TO REMAIN. CONSTRUCTION KEYNOTES C1 5/8", 2 -COAT STUCCO FINISH OVER EXISTING CMU WALL, PAINT. C2 3/4",3 -COAT STUCCO FINISH OVER CORROSION RESISTANT METAL LATHE OVER BUILDING PAPER MEMBRANE OVER EXISTING PLYWOOD SUBSTRATE, PAINT. C3 5/8", 2 -COAT STUCCO FINISH OVER NEW CMU WALL, PAINT. C4 PRE-ENGINEERED FABRIC CANOPY SYSTEM OVER ALUMINUM FRAME. FABRIC TO HAVE POLYVINYLIDENE FLUORIDE COATING. ALUMINUM TO HAVE KYNAR FINISH, COLUMNS TO BE 4" X 4" SQUARE TUBES. C5 PRE-ENGINEERED METAL ROOF CANOPY SYSTEM OVER ALUMINUM FRAME. ROOF TO BE CORRUGATED GALVALUME. ALUMINUM FRAME. TO HAVE KYNAR FINISH, COLUMNS TO BE 4" X 4" SQUARE TUBES. SBUILDING SIGN: 24'-0" X 1'-8" = 40.00 SF. FINAL FONT AND COLOR TO BE DETERMINED. C7 BRUSHED ALUMINUM GUARD, 42" HIGH, WITH 2" X 2" WOVEN METAL MESH INFILL. C8 COLUMN BASE: BRICK VENEER TO MATCH EXISTING OVER 16"X16" CMU. SCUSTOM CONCRETE CAP WITH STUCCO SKIM COAT, PAINT C1 8" W. X 4" H. DRAIN -THROUGH OPENINGS IN CMU WALL. FINISH INSIDE W/ STUCCO. 0 3'-0" WIDE SWINGING GATE TO MATCH MATERIALS AND FINISH OF GUARDS (NOTE C7 ABOVEJ. 11 EXTERIOR FOLDING GLASS DOORS BY NANAWALL, SEE SCHEDULE. NEW BRICK VENEER TO MATCH EXISTING. TOOTH IN TO EXISTING BRICK AS SHOWN. C1 NEW STOREFRONT DOOR TO MATCH EXISTING. SEE SCHEDULE. PRE-ENGINEERED METAL ROOF CANOPY SYSTEM OVER ALUMINUM FRAME. ROOF TO BE CORRUGATED GALVALUME. ALUMINUM FRAME TO HAVE KYNAR FINISH. EXTERIOR FINISH SCHEDULE KEY DESCRIPTION NOTES PT -1 MANUF: SHERWIN WILLIAMS JH/KCN GRAY COLOR: TBD ACCENT FINISH: SATIN PT -2 MANUF: SHERWIN WILLIAMS CHARCOAL COLOR: TBD FINISH: SATIN PT -3 MANUF: SHERWIN WILLIAMS LIME COLOR: TBD ACCENT FINISH: SATIN PT -4 MANUF: SHERWIN WILLIAMS ORANGE COLOR: TBD ACCENT FINISH: SATIN PT -5 MANUF: SHERWIN WILLIAMS PURPLE COLOR: TBD ACCENT FINISH: SATIN elevation PROJECT: cz N N CL L _ 0 0 0 0E 0 L c� C = T cm N.0 cr) cr cz W : 0 cz 0 cl) LL 70 O p cy) C L T CO cz c T VJ SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 REVISIONS: SHEET TITLE: EXTERIOR ELEVATIONS DEMOLITION DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A3. 1 CCC DfA4 7 CnD DAIAIT nCCI(]AIA rinKlQ NORTH ELEVATION 3/16" = 1'-0" WEST ELEVATION 3/16" = 1'-0" SOUTH ELEVATION 3/16" = 1'-0" EAST ELEVATION 3/16" = 1'-0" EXTERIOR NOTES DEMOLITION KEYNOTES D1 PREFINISHED METAL COPING TO REMAIN. INSPECT FOR WATERTIGHTNESS AND REPAIR AS NECESSARY. D2 EXTERIOR STUCCO FINISH TO REMAIN. REPAIR ALL CRACKS OR OTHER DEFORMITIES AND RESTORE TO LIKE NEW FINISH. D3 EXTERIOR BRICK VENEER TO REMAIN. CLEAN AND REPOINT AS NECESSARY TO RESTORE LIKE NEW FINISH. SEXISTING GOOSENECK LIGHT FIXTURES TO REMAIN. D5 EXISTING ALUMINUM STOREFRONT AND GLAZING TO REMAIN. SREMOVE EXISTING STUCCO/EIFS FINISH DOWN TO PLYWOOD SUBSTRATE. INSPECT CONDITION OF PLYWOOD SUBSTRATE. IF DAMAGED, REPLACE AND PREP FOR STUCCO APPLICATION. D7 REMOVE EXISTING ALUMINUM PANEL SYSTEM DOWN TO PLYWOOD SUBSTRATE. INSPECT CONDITION OF PLYWOOD SUBSTRATE. IF DAMAGED, REPLACE AND PREP FOR STUCCO APPLICATION. D8 REMOVE EXISTING GLAZED TILE BASE DOWN TO CMU SUBSTRATE. REMOVE ALL MASTIC TO PREP FOR STUCCO APPLICATION. SEXISTING PATIO WALL AND GATE TO BE REMOVED. 10 REMOVE EXISTING STOREFRONT AND GLAZING SYSTEM. REMOVE PORTION OF EXTERIOR WALL TO PREP FOR INSTALLATION OF NEW EXTERIOR STOREFRONT DOOR AS NOTED ON CONSTRUCTION PLANS. EXISTING GUTTER AND DOWNSPOUTS TO REMAIN. INSPECT FOR '�► WATERTIGHTNESS AND REPAIR AS NECESSARY. ®1 EXISTING WALK-IN COOLER TO REMAIN. ®1 EXISTING DUMPSTER ACCESS GATE TO REMAIN. ®1 SEE DEMOLITION PLAN FOR EXTENT OF VESTIBULE STOREFRONT DEMOLITION. EXISTING ALUMINUM CLAD COLUMNS TO REMAIN. CONSTRUCTION KEYNOTES C1 5/8", 2 -COAT STUCCO FINISH OVER EXISTING CMU WALL, PAINT. C2 3/4", 3 -COAT STUCCO FINISH OVER CORROSION RESISTANT METAL LATHE OVER BUILDING PAPER MEMBRANE OVER EXISTING PLYWOOD SUBSTRATE, PAINT. C3 5/8", 2 -COAT STUCCO FINISH OVER NEW CMU WALL, PAINT. GPRE-ENGINEERED FABRIC CANOPY SYSTEM OVER ALUMINUM FRAME. FABRIC TO HAVE POLYVINYLIDENE FLUORIDE COATING. ALUMINUM TO HAVE KYNAR FINISH, COLUMNS TO BE 4" X 4" SQUARE TUBES. SPRE-ENGINEERED METAL ROOF CANOPY SYSTEM OVER ALUMINUM FRAME. ROOF TO BE CORRUGATED GALVALUME. ALUMINUM FRAME TO HAVE KYNAR FINISH, COLUMNS TO BE 4" X 4" SQUARE TUBES. C6 BUILDING SIGN: 24'-0" X 1'-8" = 40.00 SF. FINAL FONT AND COLOR TO BE DETERMINED. C7 BRUSHED ALUMINUM GUARD, 42" HIGH, WITH 2" X 2" WOVEN METAL MESH INFILL. CS COLUMN BASE: BRICK VENEER TO MATCH EXISTING OVER 16"X16" CMU. C9 CUSTOM CONCRETE CAP WITH STUCCO SKIM COAT, PAINT 0 8" W. X 4" H. DRAIN -THROUGH OPENINGS IN CMU WALL. FINISH INSIDE W/ STUCCO. 0 3'-0" WIDE SWINGING GATE TO MATCH MATERIALS AND FINISH OF GUARDS (NOTE C7 ABOVE). 11 EXTERIOR FOLDING GLASS DOORS BY NANAWALL, SEE SCHEDULE. NEW BRICK VENEER TO MATCH EXISTING. TOOTH IN TO EXISTING BRICK AS SHOWN. C1 NEW STOREFRONT DOOR TO MATCH EXISTING. SEE SCHEDULE. PRE-ENGINEERED METAL ROOF CANOPY SYSTEM OVER ALUMINUM FRAME. ROOF TO BE CORRUGATED GALVALUME. ALUMINUM FRAME TO HAVE KYNAR FINISH. EXTERIOR FINISH SCHEDULE KEY DESCRIPTION NOTES PT -1 MANUF: SHERWIN WILLIAMS JH/KCN GRAY COLOR: TBD ACCENT FINISH: SATIN PT -2 MANUF: SHERWIN WILLIAMS CHARCOAL COLOR: TBD FINISH: SATIN PT -3 MANUF: SHERWIN WILLIAMS LIME COLOR: TBD ACCENT FINISH: SATIN PT -4 MANUF: SHERWIN WILLIAMS ORANGE COLOR: TBD ACCENT FINISH: SATIN PT -5 MANUF: SHERWIN WILLIAMS PURPLE COLOR: TBD ACCENT FINISH: SATIN elevation PROJECT: f N N L_ 0 %IW.- U) C i O CD Q O i Q E (n T m � 0 70 M .� cc co lr< 70w O CTJ 0 Jc LLLm 70 O p .L T CC) cu T VJ SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 AUG 212DR REVISIONS: SHEET TITLE: EXTERIOR ELEVATIONS CONSTRUCTION DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A3.2 millill 18111111 .+iOWN VAr s: 4" X 4" ALUMINUM TUBE COLUMN BY ROOF MANUF., PAINT CONT. SEALANT CUSTOM CONCRETE CAP W. CONT. DRIP AT OVERHANG -- --- --°ii- n — a 7- rl— v u u _ III 2'-0" DETAIL @ COLUMN BASE EXISTING ROOF SYSTEM TO REMAIN 0 co EXTEND 5/8" GYPSUM WALLBOARD TO UNDERSIDE OF DECK, PAINT (NO FINISHED CEILING) (3) 1X WOOD SOLID WOOD ADJUSTABLE SHELVES, PAINT 5„ TOE KICK W/ SCHEDULED BASE v CONT. CONCRETE FOOTING W/ (2) #4 BARS, CONT., POUR MONOLITHIC W/ SLAB 3/4" = 1'-Q" REPLACE PREFINISHED METAL COPING REPLACE CONT. CAP FLASHING REMOVE EXISTING EIFS AND METAL PANELS DOWN TO OSB SHEATHING. EVALUATE CONDITION OF SHEATHING AND REPAIR OR REPLACE AS NECESSARY 3 -COAT STUCCO SYSTEM OVER EXPANDED METAL LATHE OVER BUILDING PAPER OVER EXISTING EXTERIOR OSB SHEATHING CONT. GALVANIZED METAL BASE FLASHING & COUNTER FLASHING BY PRE-ENGINEERED ROOF MANUF. 4" METAL PANEL TO REMAIN FOLDING GLASS DOORS, SEE SCHEDULE RECESS TRACK IN SOLID SURFACE COUNTERTOP SOLID SURFACE COUNTERTOP W/ 3" THICKENED EDGE OVER EXTERIOR GRADE PLYWOOD RE OOVE EXISTING BRICK SILL & INE TALL (3) NEW COURSES. LAP 10" NE N BUILDING PAPER OVER EXI TING ip M 1 2'-8" CONT. WATERPROOFING MEMBRANE 5/8" 2 -COAT STUCCO SYSTEM OVER 8" CMU PLANTER WALL, PAINT REINFORCE W/ (1) #5 BAR 4" CONCRETE SLAB, GROUTED SOLID IN CELL @ 48" SLOPED W/ 6X6 - W1.4 X O.C. W1.4 W.W.F. OVER 10 c MIL VAPOR BARRIER II II 04 FILTER FABRIC OVER GRAVEL VARIES PVC PIPE DRAIN @ 48" O.C. _ EL. 0'-0" Ilk °—:------.—--__� TOP OF SLAB ° 4 doll -I —1 II1 CONT. CONCRETE FOOTING W/ 2 #4 BARS, CONT., POUR 2'-8" MONOLITHIC W/ SLAB DETAIL @ COLUMN BASE PRE-ENGINEERED METAL ROOF C.L. SYSTEM: CORRUGATED COLUMN GALVALUME METAL ROOF OVER PURLINS OVER PREFAB METAL TRUSSES. PAINT PURLINS & TRUSSES i i i 11'-33/" a 3/4" = V-0" _ EL. 9'-10" gL TRUSS BEARING 10"H. X 4"W. ALUMINUM I -BEAM BY 2'-0" ROOF MANUF., PAINT 4" X 4" ALUMINUM TUBE COLUMN BY ROOF MANUF., PAINT CUSTOM CONCRETE CAP 7F. ..................... .......... ........... GALVANIZED METAL GUARDRAIL --_.._........,.._..-....W/ 2" X 2" WWM, PAINT ....... ....................... ............................. --- ------ - 4" BRICK VENEER TO MATCH ff.................... ............E...........w EXISTING OVER 16" X 16" CMU 1 .................... _.......-- --- � COLUMN ca _-............ ti 1 MO ........................1........ RE OOVE EXISTING EXTERIOR TILE l .....-............. ........r .............._.. & I STALL 5/8" 2 -COAT STUCCO SY TEM OVER EXISTING 4" CMU ................................ ! VE EER ... ............................... ............. t........... SLOPE2% _.... _.,...._..�._..... ....__........................ EL. 0'-0" ---a=---- ----------=° �--°�-�------------._�` -- q - - -TOP OF SLAB — ° o �— 4" CONCRETE SLAB W/ 6X6 - W1.4 _ X W1.4 W.W.F. OVER 10 MIL VAPOR BARRIER - III—III _ CONT. CONCRETE FOOTING W/ (2) #4 BARS, CONT., POUR 2'-0" MONOLITHIC W/ SLAB SECTION @ COVERED PATIO 3/4" = T-0" C.L. DETAIL @ COLUMN BASE EXISTING ROOF SYSTEM TO REMAIN EXTEND 5/8" GYPSUM WALLBOARD TO UNDERSIDE OF DECK, PAINT, SUPPLEMENT METAL STUD FRAMING AS REQUIRED (NO FINISHED CEILING) DETAIL @ AWNING EQ. 2" X 2" GALV. METAL POSTS & RAILS, PAINT 1" GALVANIZED METAL FRAME: U -CHANNEL AT TOP, OPEN AT BOTTOM, PAINT — 2" X 2" GALVANIZED W.W.M., PAINT SURFACE MOUNT RAIL TO CONC. SLAB W/ 3/4" = V-0" REPLACE PREFINISHED METAL COPING REPLACE CONT. CAP FLASHING PAINT EXISTING EIFS FINISH CONT. GALVANIZED METAL BASE' HING & COUNTER FLASHING/ BY PRE-ENGINEERED ROOF MANUF. 4" MIN. PRE-ENGINEERED METAL RC SYSTEM: CORRUGATED GALVALUME METAL ROOF 0) PURLINS OVER PREFAB MET, TRUSSES. PAINT PURLINS & TRUSSES 3/4" = 114. 4'-0" EQ. m WEST FACADE ELEVATION 3/16" = 1'-0" EXTERIOR FINISH SCHEDULE KEY DESCRIPTION 4" BRICK VENEER TO MATCH PT -1 MANUF: SHERWIN WILLIAMS EXISTING OVER 16" X 16" CMU GRAY COLOR: TBD COLUMN ACCENT Lu U) PT -2 MANUF: SHERWIN WILLIAMS CHARCOAL O FINISH: SATIN PT -3 ca LIME COLOR: TBD GALVANIZED MASONRY TIES @ 24" ACCENT FINISH: SATIN O.C. VERT., GROUT SOLID PT -4 MANUF: SHERWIN WILLIAMS BASE PLATE BY ROOF MANUF. -- --- --°ii- n — a 7- rl— v u u _ III 2'-0" DETAIL @ COLUMN BASE EXISTING ROOF SYSTEM TO REMAIN 0 co EXTEND 5/8" GYPSUM WALLBOARD TO UNDERSIDE OF DECK, PAINT (NO FINISHED CEILING) (3) 1X WOOD SOLID WOOD ADJUSTABLE SHELVES, PAINT 5„ TOE KICK W/ SCHEDULED BASE v CONT. CONCRETE FOOTING W/ (2) #4 BARS, CONT., POUR MONOLITHIC W/ SLAB 3/4" = 1'-Q" REPLACE PREFINISHED METAL COPING REPLACE CONT. CAP FLASHING REMOVE EXISTING EIFS AND METAL PANELS DOWN TO OSB SHEATHING. EVALUATE CONDITION OF SHEATHING AND REPAIR OR REPLACE AS NECESSARY 3 -COAT STUCCO SYSTEM OVER EXPANDED METAL LATHE OVER BUILDING PAPER OVER EXISTING EXTERIOR OSB SHEATHING CONT. GALVANIZED METAL BASE FLASHING & COUNTER FLASHING BY PRE-ENGINEERED ROOF MANUF. 4" METAL PANEL TO REMAIN FOLDING GLASS DOORS, SEE SCHEDULE RECESS TRACK IN SOLID SURFACE COUNTERTOP SOLID SURFACE COUNTERTOP W/ 3" THICKENED EDGE OVER EXTERIOR GRADE PLYWOOD RE OOVE EXISTING BRICK SILL & INE TALL (3) NEW COURSES. LAP 10" NE N BUILDING PAPER OVER EXI TING ip M 1 2'-8" CONT. WATERPROOFING MEMBRANE 5/8" 2 -COAT STUCCO SYSTEM OVER 8" CMU PLANTER WALL, PAINT REINFORCE W/ (1) #5 BAR 4" CONCRETE SLAB, GROUTED SOLID IN CELL @ 48" SLOPED W/ 6X6 - W1.4 X O.C. W1.4 W.W.F. OVER 10 c MIL VAPOR BARRIER II II 04 FILTER FABRIC OVER GRAVEL VARIES PVC PIPE DRAIN @ 48" O.C. _ EL. 0'-0" Ilk °—:------.—--__� TOP OF SLAB ° 4 doll -I —1 II1 CONT. CONCRETE FOOTING W/ 2 #4 BARS, CONT., POUR 2'-8" MONOLITHIC W/ SLAB DETAIL @ COLUMN BASE PRE-ENGINEERED METAL ROOF C.L. SYSTEM: CORRUGATED COLUMN GALVALUME METAL ROOF OVER PURLINS OVER PREFAB METAL TRUSSES. PAINT PURLINS & TRUSSES i i i 11'-33/" a 3/4" = V-0" _ EL. 9'-10" gL TRUSS BEARING 10"H. X 4"W. ALUMINUM I -BEAM BY 2'-0" ROOF MANUF., PAINT 4" X 4" ALUMINUM TUBE COLUMN BY ROOF MANUF., PAINT CUSTOM CONCRETE CAP 7F. ..................... .......... ........... GALVANIZED METAL GUARDRAIL --_.._........,.._..-....W/ 2" X 2" WWM, PAINT ....... ....................... ............................. --- ------ - 4" BRICK VENEER TO MATCH ff.................... ............E...........w EXISTING OVER 16" X 16" CMU 1 .................... _.......-- --- � COLUMN ca _-............ ti 1 MO ........................1........ RE OOVE EXISTING EXTERIOR TILE l .....-............. ........r .............._.. & I STALL 5/8" 2 -COAT STUCCO SY TEM OVER EXISTING 4" CMU ................................ ! VE EER ... ............................... ............. t........... SLOPE2% _.... _.,...._..�._..... ....__........................ EL. 0'-0" ---a=---- ----------=° �--°�-�------------._�` -- q - - -TOP OF SLAB — ° o �— 4" CONCRETE SLAB W/ 6X6 - W1.4 _ X W1.4 W.W.F. OVER 10 MIL VAPOR BARRIER - III—III _ CONT. CONCRETE FOOTING W/ (2) #4 BARS, CONT., POUR 2'-0" MONOLITHIC W/ SLAB SECTION @ COVERED PATIO 3/4" = T-0" C.L. DETAIL @ COLUMN BASE EXISTING ROOF SYSTEM TO REMAIN EXTEND 5/8" GYPSUM WALLBOARD TO UNDERSIDE OF DECK, PAINT, SUPPLEMENT METAL STUD FRAMING AS REQUIRED (NO FINISHED CEILING) DETAIL @ AWNING EQ. 2" X 2" GALV. METAL POSTS & RAILS, PAINT 1" GALVANIZED METAL FRAME: U -CHANNEL AT TOP, OPEN AT BOTTOM, PAINT — 2" X 2" GALVANIZED W.W.M., PAINT SURFACE MOUNT RAIL TO CONC. SLAB W/ 3/4" = V-0" REPLACE PREFINISHED METAL COPING REPLACE CONT. CAP FLASHING PAINT EXISTING EIFS FINISH CONT. GALVANIZED METAL BASE' HING & COUNTER FLASHING/ BY PRE-ENGINEERED ROOF MANUF. 4" MIN. PRE-ENGINEERED METAL RC SYSTEM: CORRUGATED GALVALUME METAL ROOF 0) PURLINS OVER PREFAB MET, TRUSSES. PAINT PURLINS & TRUSSES 3/4" = 114. 4'-0" EQ. m WEST FACADE ELEVATION 3/16" = 1'-0" EXTERIOR FINISH SCHEDULE KEY DESCRIPTION NOTES PT -1 MANUF: SHERWIN WILLIAMS JH/KCN GRAY COLOR: TBD ACCENT FINISH: SATIN PT -2 MANUF: SHERWIN WILLIAMS CHARCOAL COLOR: TBD FINISH: SATIN PT -3 MANUF: SHERWIN WILLIAMS LIME COLOR: TBD ACCENT FINISH: SATIN PT -4 MANUF: SHERWIN WILLIAMS ORANGE COLOR: TBD ACCENT FINISH: SATIN PT -5 MANUF: SHERWIN WILLIAMS PURPLE COLOR: TBD ACCENT FINISH: SATIN AUG 212014 REVISIONS: SHEET TITLE: EXTERIOR DETAILS DATA: PROJECT* 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A3.3 L PARTIAL PLAN 0 RTU FRAMING -- RTU SEE METH - 1 L3x3x L' EXIST 5AR JOIST SECTION 3/4" = 1'-0" ATTACH RTU TO C:URIB wl (4) 3/6" 0 THRU 15OLTS ATTACH CUfPJ3 TO L 4 x 4 x 1/4 w/ (4) 3/8" 0 TH 4I.I 15OLTS. CURS L4x4x1/4 FRAME TO NEAREST PANEL POINT ON 50TTOM CHORR DIA6 NAL BRACE REOUIREL7 AT EACH FRAME SUPPORT 3/4" = 1'-0" DESIGN CRITERIA 1, Building Code: Florida Building Code, 2014 Edition, ASCE 7. 2. Design Live Load: Roof = 20 PSI~ 3. Design Dead Load: Roof = 16 PSF 4. Ultimate Design Wind Speed 136 MPH Nominal Design Wind Speed = 106 MPH 5. Risk Category II 6. Wind Exposure Category = B. 7. Intemal Pressure (GCpi) - (+/—) 0.18 — Enclosed. 8. Other Loads. Contractor shall submit loading information for all equipment not shown on the drawings, or differing from those shown on the drawings. MISCELLANEOUS 1. The Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not limited to, temporary bracing, shoring, tie downs and other provisions which will ensure the safety at the jobsite until the entire structural system has been installed. 2. Do not scale these drawings. Coordinate ail dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discrepancies or omissions found in the contract documents. 3. The general contractor shall coordinate all aspects of all drawings prior to fabrication of any structural components and final bidding. EXISTING BUILDING 1. The information shown on all the existing construction has been obtained from the best possible methods. The drawings do not show as—built conditions and may differ from the actual construction of the existing building. The contractor shall verify all information shown and notify the engineer of any variations. STRUCTURAL. STEEL 1. Codes and Standards a) AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", — Latest Edition. b) Welds shall conform to the American Welding Society, AWS D1.1 using E70 electrodes. c) Bolts and bolted connections shall conform to "Specifications for Structural Joints Using ASTM A325 or A490 Bolt" Use bearing type bolts with threads across the shear plane. JOIST d) Structural steel shapes, plates, channels, angles ASTM A36 TOP CHORD e) W -shapes — ASTM A572 Grade 50 f) Steel tubing -- ASTM A501 g) Steel pipe -- ASTM A53, Type E or S, Grade H h) Anchor bolts — ASTM A354 (U.N.O.) w/ nuts and washers. i) Column splices -W AISC "Structural Steel Detailing" fable A-7 Page 11--Al2. 2. No 'splices shall be allowed in any structural steel member unless shown on approved shop drawings. 3. Framing connections shall be double angle type (UNO). Design connections for 55% of the total load capacity derived from the uniform Toad constants table, Part 2 of the ASIC Code. 4. Verify the location and size of all floor and roof openings with the appropriate sub—contractor. 5. All members except those to be field welded shall receive one coat of shop primer paint. See architectural drawings for preferred color. 6. Steel stairs shall be designed by a licensed engineer retained by the fabricator for a live load = 100 PSF. 7. No openings shall be allowed in steel members unless shown on the drawings. 8. Openings, copes, and other steel cutting shall have a 1/2" minimum radius. 9. All beams shall be fabricated and erected with the natural camber up. 10. Welds not designed shrill be a fillet weld equal to 1/16, less than the least thick member, all welds shall be cleaned and painted. 11. Adel one full coat of primer to all steel columns' after they hove been erected. Full coat coverage shall be from finish floor to roof steel. SECTION Y FPO SUPP RT r 1 1/2" = 1'-0" SECTION V„ SUPPORT :E r 1 1/2" = 1'-0" elevation 'ROJECT: 1111111110 CZ N N L O C 0 42 O 0 E O i Q r m � N p C Cl) Cr W W � _0 0 70 CZ O N LL ELZ O O L_ r. 44- CD C +-a OC) �'C^o CT VJ SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 .AUG 212D14 REVISIONS: 111111110 SHEET TITLE: EXTERIOR DETAILS DATA: PROJECT #: 14-119 DATE: 08.21.2014 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: A3.4 LE ni...„ aCIS tiomc ? Lao In UARr Raorltrrtlon HottOoics Submit 8u charge State a Fsth Publications Water ` Kis sfto Map IJNka ! Saarrh '. VinWo P & S�i 2 F � WRR: PubNCU10t r 7. BO.ilPal4iYlQ:i..Lttt �' ItliMrleatlal D�iN a Y :•:::. FLP FM12-R2 APpitatlon Type Revision Code Version 2010 AP0101:1011 Status Apprtivad aarrimtnts Archived Pnoduct Markncturar Nana wall Systems, Inc, Address/Phone/Ertall 707Redwood Highway. MIR Valley, CA 99941 (415) 983.3148 Ext 202 ahmeddnanewsixoet Authorised Signature Ahmed None ahrnddi�l'id naYlaN.CDnI Technical Representative Shawn CG. Collins, P.E. Addres4/Phone/Errail 2250 Massaro ovd. Temps, rt SS610 (813) 628-4300 scolllnsgarchtest:com QuaRy Assurance Repraesentative. Ahned Nana Address/Pttoneo/Er rsll 707 Redwood Highway M11 Valley, CA 94941 ahrred0nanswalsyste rre.com c tegory l5derlor Poore Subeatopory SOV fterlocDoorAsn"biiee ConVilance. Method Evaluation WPB ftn'is:Fkxide Registered Arieltltect ora Licensed Florida professional Engineer evaluation Report - Nardeepy itecsived' F ' r bn<la Engineer o Architect: Narrre who developed the Alien f+6 Reeves Evaluation Report Florida License PE -19354 Quality Assurance Entity Architectural ToWng, kw. Quality Assurance Mntmct EVrratfon O®t>>s! 12/91/2014 Validated By R. D ball Voldaklon Checidl t • Hardcopy Pecetved Certiftate of mideparidence n, .(^.f ,t 'Frau "SaLm Referenced Standard and Year (of Standard) rtlknillmd, AMMA/wdMAIMA 101/i.s,2/1i44o 3005 Equldale ee of Product Standards cmtvw 9V Sections from the Code Prrrdutt Approval Method Method 1 Option a Dote Submitted 02/28/2012 Florida Product Approval Disclaimer: This sheet is for information purposes only. The information show on these drawings was not designed by Elevation Architecture, Inc. Date Validated VOW Paeding F6C.Approval' Elate Apprivied FL # 8612:1 1z/x9/7oxz 13/24�/2Qx2 2D33 MadaL Nomber or. Nome I "Wt Yea Framed Folding lteril7ed BM`: �lon N."Rleevea PE at�3S4 3s 1 CreatEd b Ir46pandent Third Party: Yes it about 2 Iff *100 it IF 2. "tall for N"dU W moo to 0►aolelr; . a ui'fit, #tires Inswing or ' Creaked by Independent Third Party. Yes Qum" ::: S<M40 iitts!Itdlia T,a11a--NNa aM !bara; 012-NUMW Thr# *.to of Ingrift rs in AAMM 4mDloW. EneYAaht i -aaffl 9? id nr arad0. tC :: Praia&Appnw&IAww"N CATEGORY: EXTERIOR DOORS SUB CATEGORY: FOLDING MANUFACTURER: NANA WALL FL PRODUCT APPROVAL NO: 0 7 FL8612 - R2 elevation 717-846-3747 Fax 717-846-0355 HR n@ r : En i !� @CEIU"tg,' Inc. Nana SL 45 System, FL8612 Page 2 1541 E. Market St, York, PA 17403 9 November 2012 Wood framed ins " " installation fasteners are to be # 12 0. , bine& Nana ( 216 diameter} x 4 wood screws with a minimum penetration of 2-1/411. Steel framed installation fasteners are to be #12 NANA WALL SYSTEMS, INC.0,21b" diameter) w ,, ( ter} x 2 1/2 self drilling screws through a muiimulm substrate sickness of 100 Meadowcreek Dr, i#250 0.0478" (18 gage). Concrete framed and masonry block framed installation fasteners are Corte Madera, CA 94925 to be %" diameter X 2-314" Tapccans with a minimum em bedment of 1-1/4". Additional details are shown on an l l" x 1T' installation drawing by HR Engineering dated 26 RE: Florida Evaluation Report, SL 45' System, FL8612 February 2007. Dear Ahmad, A limiting factor' for SL 45 System is that it does not qualify for the High Velocity Hurricane Zone as described in 2010 FBC. I trust that this evaluation report is sufficient The following Nana Wall Systems product `SL 45 has been tested in accord for our needs. if there are any questions ante with the Y y q _ v s about this report, or if anything additional is FloridatBuilding Code 2010 Section: 1715.5..2 Exterior widows, sliding and patio gXass required, please contact me. doors. Testing was done at Architectural Testing, Inc., 2524 Jensen Ave.,. .Fresno, CA , 93706 and is `reported in 67244.01-301-44 (in -swing with ( g saddle sill), Standard. used for testing is AMMA/WDMA./CSA 101/I.S.2/A440-05 Standard/Spec+ cations or Windows Sincerely yours, HR Engineering, Inc. Doors and. Unit Skylights. SL 45 is an aluminum framed, glared, folding wall panel'- Gazing for the tested units was 3/4" thick insulating glass consisting of a 5/3'2" tempered � o h i sheet, 7/16�air gap,; and a 5/32 tempered sheet. I have analyzed the panel sizes tested, !` Allen N. Reeves, P.E. r„ using ASTM E 1300-04, in conformance with FBC Section 2404,1 Vertacal glass" . This gi Stnictural En 'neer insulating glass is adequate for the +/-35.1 psf wind load deli pressures a h' Florida License No. `l 9354'�. n P c laved in the tests. Tested size was 3 panels wide, having an overall width of 114-5/8" and an_ _a�%�4xti2 overall height of 102-1/2". ANR:anr Cc: 11100002-2 Saddle sill was installed in the system tested. A variety of other sills are available including raised, flush, and low profile. The other sill types, based can previous testing, should perform as well as the tested' one for carrying wind loading to the substrate. Therefore w any of the standard sills for this system will be adequate for the wind loadings. The SL 45 .System is composed of repetitive .panels,all the same size. Each panel : transfers wind loading to the frame through the locking rods or rollers located at all panel P tamers. The locking rod is the critical structural member. So, Once the allowable wind loath.ng:. is determined for a panel, this same allowable wh d loading would apply , to an Y y number of equal sized panels installed side by side in the system. k I have calculated the required installation fasteners for four different substrates. These u in fasteners are installed through the sill, jamb, and head frames so that they are loaded shear. The spacing is 4" from each panel comer, and a_maximum of 18" thereafter at the head and sill, with the jambs having the first fastener 9" from each end and 18" spacing thereafter. There must be at least two fasteners at each panel corner. I PROJECT: U) L■ CD CZ CZ N N 16_W - 0 0 O E 0 et. Q Cn .M? W O Wo ca I- 0 0 SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 lap AUG 2120.9 REVISIONS: AT 1 1 7C) N CU M cr CZ It 7C3 �LL O T CO W C/) SHEET TITLE: PRODUCT APPROVAL DOORS, FOLDING DATA: PROJECT #: 14-119 DATE: 08.21.2014 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: PAO 1 Florida Product Approval Disclaimer: CATEGORY: SUB CATEGORY: MANUFACTURER: FL PRODUCT APPROVAL NO: This sheet is for information purposes only. The information show on EXTERIOR DOORS FOLDING NANA WALL FL8612 - R2 these drawings was not designed by Elevation Architecture, Inc. 4' c r L, 7.1 Ca W TYPzcAr. HINGE. DETAIL F SHEET IT -6 1NSID EI VARIES IES )MBER OF PANELS) DETAIL C DETAIL D' SL45 I -3L AIING DETAIL C SHEET D-6 DETAIL A ORB SIIEETD6 DETAR, C- SIMET D-6 THIS CONFIGURATION WAS TESTED.. UNIT WAS iTFI LOW PROFILE SADDLE SILL (DETAIL 22.0). f ELF. VARIES kNY 'N U BER OF PANELS) DETAIL C RETAIL D ---- —'. s .CITIT' lv Y. E- DETAIL C" DETAIL E DETAIL C' T r SD EET Dw6 SHEET D-6 SHEET D-6 r q D-5 N poq D-4 o 4' c r L, 7.1 Ca W DETAIL D SHEET D-6 iR a SHEET D-6 Y o X DETAIL C. Ow �? SIIEELT D-6 4 oa p SHEET D-6 x I�f D=4 7+do O 1 rLEVATIO N *R. MM W C SOME TYPICAL CONFIGURATIONS OF INWARD SCALE 1120�1. DETAIL B AND OUTWARD OPENING ALUTAN M; DATE 03/05/07 SHEET D-6 FOLDING SYSTEM. SHEET D-6 DETAIL E DETAIL C I DETAILA;OR B DETAIL E DETAIL C SHEET D-6 SHEET D-6' SHEET D-6 SHEET D-6 DETAIL C" DETAIL E DETAIL C' T r SD EET Dw6 SHEET D-6 SHEET D-6 C D-5 N M O N j D-4 7.1 7C.1 L, 7.1 Ca W DETAIL D SHEET D-6 D-4 SHEET D-6 � o X MODEL SL45 0-31, Ow �? OUTS INO SHEET D-6 SHEET D-6 x V ARIES VARIES D=4 7+do O 1 rLEVATIO N DRAWI3'Ys MM W C SOME TYPICAL CONFIGURATIONS OF INWARD SCALE 1120�1. DETAIL B AND OUTWARD OPENING ALUTAN M; DATE 03/05/07 SHEET D-6 FOLDING SYSTEM. SHEET D-6 (ANY NUMBER OF PANELS) 0 RETAIL C DETAIL :D DE'T'AIL C'. C -D-1 SHEET D-6 SH ETD -6' SHUT D-6 DI?TAJIL D FARKI, MAIL 8 SHEETO-6 DETAIL B'- SHEET D -f _ VARIES (ANY NUMBER OF PANELS) DETAIL C DETAIL I.) Q!SoErr r% is CT -=1r 71..1.' DETAIL C: SI -MET D-6 AIL C DETAIL E D3L FAIL C "E t` I3 -f SI PIT D-:6 SHEET D�-6 r•--tLd l�T MODEL SL451-1L3R INSIDE ELEVATION INSWING a T r IN M D-5 N M O N j D-4 7.1 7C.1 O 7.1 MCA I DETAIL D SHEET D-6 D-4 SHEET D-6 � o X _ co S.1 SHEET D-6 SHEET D-6 x V ARIES VARIES D=4 7+do O T SHEET D-6 MM W C DETAIL B _ C/) DETAIL B DETAIL E SHEET D-6 SHEET D-6 DETAIL E DETAIL C DETAIL E DETAIL C SHEET D-6 SHEET D-6 SHEET D-6 SHEET D-6 (ANY NUMBER OF PANELS) 0 RETAIL C DETAIL :D DE'T'AIL C'. C -D-1 SHEET D-6 SH ETD -6' SHUT D-6 DI?TAJIL D FARKI, MAIL 8 SHEETO-6 DETAIL B'- SHEET D -f _ VARIES (ANY NUMBER OF PANELS) DETAIL C DETAIL I.) Q!SoErr r% is CT -=1r 71..1.' DETAIL C: SI -MET D-6 AIL C DETAIL E D3L FAIL C "E t` I3 -f SI PIT D-:6 SHEET D�-6 r•--tLd l�T MODEL SL451-1L3R INSIDE ELEVATION INSWING a q(ANY NUMBER OF PANELS) 1.O DETAIL'C DETAIL D DETAIL C D-1 SHEET D-6 SHEET D-6 SHEET D-6 T r IN M D-5 N M O N j D-4 cd CO M. O co O e MCA I Cz D-4 SHEET D-6 � o X DETAIL E co a 4° SHEET D-6 SHEET D-6 x V ARIES VARIES e 7+do q(ANY NUMBER OF PANELS) 1.O DETAIL'C DETAIL D DETAIL C D-1 SHEET D-6 SHEET D-6 SHEET D-6 (ANY NUMBER OF PANELS) 1.0 DETAIL C DETAIL D DETAIL C D-1 SHEET D-6 SHEET' D-6 SHEET D-6 T IN - D-5 N D-4 D-4 cd O DETAIL B MCA I Cz D-4 (ANY NUMBER OF PANELS) 1.0 DETAIL C DETAIL D DETAIL C D-1 SHEET D-6 SHEET' D-6 SHEET D-6 T IN - D-5 N D-4 D-4 cd O DETAIL B Cz D-4 SHEET D-6 D-5 DETAIL E co DETAIL C SHEET D-6 SHEET D-6 (ANY NUMBER OF PANELS) 1.0 DETAIL C DETAIL D DETAIL C D-1 SHEET D-6 SHEET' D-6 SHEET D-6 T IN - N 7C) 7C) M cd O Cz D-4 D-5 D -S co D-4 N DETAIL B DETAIL B O T SHEET D-6 MM W C SHEET D-6 C/) DETAIL E SHEET D-6 r C ,- C m Gni 3 I Q _ 3.1 D-4 z O W� C4 � I • C7 A q H 2.0 _22.0 26.0 2.0 22.0 26.0 Cd D-1 D-1 D - 'I D-1 D-1' D-1 POSITION MODEL SL45 O- 1 L3R 8 POSITION MODEL SL45 O-2L2R INSIDE ELEVATION OUTSWING INSIDE ELEVATION OUTSWING Z DRAWN BY MS ELEVATIONS SCALE 1/2"=1' SOME TYPICAL CONFIGURATIONS OF INWARD DATE 03/05/07 AND OUTWARD OPENING ALUMINUM FOLDING SYSTEM. SHEET E-4 elevation PROJECT: Cz Cz N N i 0 N E 0 Q E (n M O �L X W O Cd L- 0 O W SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 AUG 2,12014 REVISIONS: SHEET TITLE: PRODUCT APPROVAL DOORS, FOLDING DATA: PROJECT #: 14-119 DATE: 08.21.2014 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: PAm2 T IN - N 7C) 7C) M cd O Cz 70 co p N F O T MM W C Cz C/) SHEET TITLE: PRODUCT APPROVAL DOORS, FOLDING DATA: PROJECT #: 14-119 DATE: 08.21.2014 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: PAm2 .... INTERIOR �• �, 2 3/16" [55] 2 3/16" [55] INTERIOR ,� f I 2 3/16 [55] 23/1611 [SS] 15/16" 24 5/16" T �� IN [ ] [ ] TERI R 2 3/16 [5S] [7]_ p TERIOR „ 1S/16" 24] IN O Z 5/16 [7] [ 1/4" 7 z 13/16 [3'0] 13/16" [30] M Detail 3.1 Detail -3R.1 15/16 [24] AUG 2 1204 Detail-8.0� PANEL HINGED AT RIGHT PANEL HINGED AT LEFT swnvG PANEL Detail -4R1 MEETS SWING PANEL SIDE JAMB SIDE JAMB , SWING PANEL Y' s' REVISIONS: Cq m MEETS RIGHT SIDE JAMB C7 c EXTERIOR R EXTERIOR 3 3/886 O . s 13/16 .142. C__ 4 9/16 [116l EXTERIOR 4 5/8 [117] EXTERIOR A A d` d' a 0 11u Icehin O w r� 1^ M cd ?moi 2 3/16" [SS] cd 2 3/16" SSl INTERIOR �l 2 5 1/4 7 3/16 [5 ] [ ]INTERIOR 2 3/16'[55] �. L136 30 INTERIOR � „ G, [l 15/16 24 55 2 3/I6 55 [ � r 2 3/I6 " INTERIOR [ ] [ ] L151- 16 5/Ib 7 [ ] Z Detail -9.0 e tail .0 D tail3 .0 7 Detail 5.1 il- .1 MEETING OF PANELS PANEL HINGED AT RIGHT Deta DRAWN BY ; PANEL WITH RUNNING RIGHT FOLDING PANEL WITH DRAWN I3Y Ms TITLE: FOLDING TO OPPOSE IT SIDE JAMB MS SHEET S EFT _ seAr.E xAli* CARRIAGE MEET L LOCKING CROSS-SECTION & DETAILS CROSS-SECTION Bz DETAILS' scAI,E HATE CROSS.. S C C� SIDES PRODUCT APPROVAL SIDE JAMB DATE o3/os/0� INWARD OPENING ALUMINUM SYSTEM DATE' 03/05/0 OUTWARD OPENING ALUMINUM SYSTEM DOORS FOLDING _ VERTICAL STYLE DETAILS � VERTICAL STYLE DETAILS SImET �I�ET _ Ia 4 D3 INTERIOR DATA: PROJECT #: 14-119 DATE: 08.21.2014 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: PAm3 Florida Product Approval Disclaimer: This sheet is for information purposes only. The information show on these drawings was not designed by Elevation Architecture, Inc. -2h VIM 'goH M h I W c C G Mj .M 0 4 O X e .0 4 5/8" [117] CL LL g No EXTERIOR EXTERIOR o a � 45/8" [117] 5 13/16" [147] mrw , EXTERIOR oar �.. fix°' 14"-g5 d aa4�o - :. •� G^- Q I2'3/16",[55 23/16" 55 �.. q ] [ ] INTERIOR IN INTERIOR 2 /16" j55] 2 /16 I 2 3/1 b,[55I 2 3/16„ [SS l 01 1 5/16'” l71 L1/411 3/1611 [3Q] Z O _ Detail 7RC.1 & 7C.1 Detail -M. I Detail S.1 LEFT &RIGHT FOLDING PANEL LEFT FOLDING .PANEL WITH SWING PANEL WITH RUNNING CARRIAGE SET LACKING MEETS SWING PANEL 1 EXTERIOR „ I I I 5 13/16 [147] C'7 I I I I � A 0 I I 0 � A A l E~ I I'- H 1 _I 2 1 3/16 55 Cn 3/ 6 [551. 2 _ j ] VZ L Cd I I �+ t 1 ►-� 13L14" /16 3o w I I w [l l INTERIOR 03 --+ I ai l 1 Detail -9.1 a � 1 FLAT BOTTOM GUIDE ASSEMBLY /°--1 HANDLE E � MEETING OF PANELS FOLDING l TO OPPOSITE SIDES DRAWN BY MS DRAWN BY MS CROSS SECTION c4� DETA.ILS SCALE HALF LOCKING HINGE &SUPPORT DETAILS SCALE 3'1=11 A 03050 � DATE 03/05/07 DATE / ARD W OPENING OUTWARD OPENING ALUMINUM SYSTEM INWARD &OUT ARD ALUMINUM SYSTEM VERTICAL STYLE DETAILS T SHEETJD— Nana sxEE D 6 5 Wall Systems, Inc. (800) 873-5673 or (415)383-3148 707 Redwood Hwy Fax (415) 383-0312 Mill Valley, CA 94941 info@nanswallsystems.com www.nanawall.com NanaWaU Bringing the Outdoors in - HARDWARE SCHEDULE NanaWall SL 45 Aluminum Framed Folding Panel System See Sheet D-6 of drawings dated 3/7/07 for referenced details Description Location CATEGORY: EXTERIOR DOORS SUB CATEGORY: MANUFACTURER: FOLDING NANA WALL Bottom guide assembly One at outside bottom corner on each pair DATE: of folding panels — Detail E h One at outside top corner on each pair of FILE: folding anels -;Detail D 2 piece metal hinge, 3-1/48" long Two to five as needed between all panels connected to each other and between panel and side jamb — Detail F 3 point locking assembly with top and Jamb side of active swing door - Detail A bottom plus horizontal locking bolts,, and Detail C s •- co Locking rods have 15/16" throw, 2 point locking system with top and bottom Between bi-fold panels and other swing 1 panels — Detail B and Detail C of a handle ICAL -- "` LOCKING ROD �- ^'- —' -. RUNNING CARRIAGE ASSEMBLY a e � � o zoo W a MULTI POINT 1 ! - ° �'° 1" x LOCK 3ao�o I 1 H I f I 1 I I I I L ! A I LEVER HANDLE I O I I I HINGE INSIDE & OUT EOI ! I[ ! I I o d I \ \ Z I i I I L I y 5 I C D I Q 1 I LIF r 2 PT, LOCK I �I / 11 Bottom guide assembly One at outside bottom corner on each pair DATE: of folding panels — Detail E Upper running' carriage assembly One at outside top corner on each pair of FILE: folding anels -;Detail D 2 piece metal hinge, 3-1/48" long Two to five as needed between all panels connected to each other and between panel and side jamb — Detail F 3 point locking assembly with top and Jamb side of active swing door - Detail A bottom plus horizontal locking bolts,, and Detail C operated by inside and outside handles. Locking rods have 15/16" throw, 2 point locking system with top and bottom Between bi-fold panels and other swing locking bolts operated by 180 degree turn panels — Detail B and Detail C of a handle —I elevation . PROJECT: 11 (D W CZ N N Cn Co 0 0 0 E C m i 0 W i SEAL: Dennis M. Carr, AIA FL Lic. No. AR0015756 'AUG 212014 REVISIONS: r as O CC CZ CZ 0 (� 70 T Q M C PCZ T VJ SHEET TITLE: PRODUCT APPROVAL DOORS, FOLDING DATA: PROJECT #: 14-119 DATE: 08.21.2014 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: PAm4 , MECHANICAL LEGEND MVD MANUAL VOLUME DAMPER EXIST. EXISTING RA RETURN AIR OA OUTSIDE AIR CS & CR CONDENSER WATER SUPPLY AND RETURN AFF ABOVE FINISHED FLOOR CHWS & CHWR CHILLED WATER SUPPLY AND RETURN DUCT REDUCTION IN DIRECTION OF FLOW SD DUCT MOUNTED SMOKE DETECTOR — MOTORIZED DAMPER 3 RETURN (OR EXHAUST) GRILLE SUPPLY DIFFUSER ETR EXISTING TO REMAIN RE RELOCATE EXISTING ER EXISTING RELOCATED f FIRE DAMPER .�.......... .... ; EXISTING FIRE DAMPER --� NEW HARD DUCT - -� EXISTING HARD DUCT �i NEW FLEXIBLE DUCT 1 J EXISTING FLEXIBLE DUCT O THERMOSTAT MECHANICAL DEMOLITION NOTES: EXISTING ROOFTOP UNIT TO REMAIN. 02 EXISTING CEILING MOUNTED EXHAUST FAN TO REMAIN. 03 CONTRACTOR TO RELOCATE DUCTWORK TO HIGHER ELEVATION TO SIT IN BETWEEN TRUSSES. ® CONTRACTOR TO REMOVE INSULATION TO EXPOSE SHEETMETAL DUCTWORK AND PAINT DUCTWORK TO MATCH CEILING. 05 MAIN SUPPLY AIR DUCTWORK TO BE RELOCATED. SEE RENOVATION PLANS FOR LOCATION. © REMOVE EXISTING AIR DEVICE AND PATCH DUCTWORK AS REQUIRED. MECHANICAL DEMOLITION PLAN. N SCALE. 1/411 =1rrOrr elevation PROJECT: O 0 cn i O r c N N W M O0 O � Q _O CL E O LL t` O CD � O �0-' c �'C^o T VJ SEAL: TODD S. WII.SON, No. 46727 REVISIONS: SHEET TITLE: MECHANICAL DEMOLITION PLAN DATA: PROJECT #: r� V/ ............kms` 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD : .. -77,81 j. �t t t, z I 22`•'`\k� I ti 444 i St \ �a f � 3 } �f s f T.. u { f t .�.......... .... ; V.. N: ...•.• ................................. ..... ..... �4 O O 0 cn i O r c N N W M O0 O � Q _O CL E O LL t` O CD � O �0-' c �'C^o T VJ SEAL: TODD S. WII.SON, No. 46727 REVISIONS: SHEET TITLE: MECHANICAL DEMOLITION PLAN DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: MECHANICAL LEGEND MVD MANUAL VOLUME DAMPER EXIST. EXISTING RA RETURN AIR OA OUTSIDE AIR CS & CR CONDENSER WATER SUPPLY AND RETURN AFF ABOVE FINISHED FLOOR CHWS & CHWR CHILLED WATER SUPPLY AND RETURN �—�--� DUCT REDUCTION IN DIRECTION OF FLOW SD DUCT MOUNTED SMOKE DETECTOR ■— MOTORIZED DAMPER TO RETURN (OR EXHAUST) GRILLE ® SUPPLY DIFFUSER ETR EXISTING TO REMAIN RE RELOCATE EXISTING ER EXISTING RELOCATED 00— FIRE DAMPER �>— EXISTING FIRE DAMPER ---� NEW HARD DUCT — EXISTING HARD DUCT �J NEW FLEXIBLE DUCT 1 J EXISTING FLEXIBLE DUCT O THERMOSTAT MECHANICAL RENOVATION NOTES: 10 CONTRACTOR TO THOROUGHLY CLEAN EXISTING KITCHEN DUCTWORK. 2� 12"0 DISHWASHER EXHAUST DUCT UP TO KEF-1 ON ROOF. 3❑ 18"x18" GREASE EXHAUST DUCT UP TO KEF-2 ON ROOF. ® 10"0 EXHUAST DUCT UP TO KEF-3 ON ROOF. EI EXISTING ROOFTOP UNIT TO REMAIN. CONTRACTOR SHALL SERVICE UNIT AND RESTORE CONDENSATE TO DRAIN BACK TO ROOF GUTTER. BALANCE UNIT TO 6000 CFM WITH 900 CFM OUTSIDE AIR. PROVIDE VISIBLE AND AUDIBLE ALARM FOR NEW SMOKE DETECTORS BELOW UNIT. © EXISTING ROOFTOP UNIT TO REMAIN. CONTRACTOR SHALL SERVICE UNIT AND RESTORE CONDENSATE TO DRAIN BACK TO ROOF GUTTER. CONTRACTOR SHALL THOROUGHLY CLEAN UNIT FOR GREASE. BALANCE UNIT TO 5000 CFM WITH 750 CFM OUTSIDE AIR. PROVIDE VISIBLE AND AUDIBLE ALARM FOR NEW SMOKE DETECTORS BELOW UNIT. 7� ROOFTOP MOUNTED GRAVITY RELIEF LOUVER GREENHECK MODEL WRH 24"x24" DUCTED THRU ROOF DECK ON ROOF CURB PER MANUFACTURER'S SPECIFICATIONS. INSTALL TO MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ® REBALANCE EXISTING EXHAUST FAN TO 200 CFM. 90 REBALANCE EXISTING EXHAUST FAN TO 150 CFM. 10 REBALANCE EXISTING EXHAUST FAN TO 75 CFM. 11 TIE RELOCATED MAIN SUPPLY AIR DUCTWORK INTO EXISTING WITH SPLITTER DAMPER AT LOCATION SHOWN. EXTEND DUCTWORK AND REATTACH AIR DEVICES AS SHOWN. 1 MECHANICAL REENOVATION PLAN N SCALE: 1/4 1'^-0" elevation IROJECT: L- 0 O N E O Q E O a) 4-0C SEAL: T ti ti co co M O CTS .O CIO .O L LL C .� O r � M GcoO Va TODD S. WIISON, No. 46727 REVISIONS: SHEET TITLE: MECHANICAL RENOVATION PLAN DATA: PROJECT #: k r+- u .......... ci 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD k kt 4'W 2k Y a MW tt. w ........ ... o f t o� L- 0 O N E O Q E O a) 4-0C SEAL: T ti ti co co M O CTS .O CIO .O L LL C .� O r � M GcoO Va TODD S. WIISON, No. 46727 REVISIONS: SHEET TITLE: MECHANICAL RENOVATION PLAN DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: M2.0 GENERAL MECHANICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, ALL DRAWINGS AND SPECIFICATIONS COMPLY WITH MINIMUM EXISTING CODES. 2. CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BASE BUILDING PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO CONSULT BUILDING OWNER FOR BUILDING STANDARDS AND CONTROL SEQUENCES. 4. CONTRACTOR SHALL CONFIRM THE EXISTENCE OF FIRE DAMPERS AS REQUIRED BY CODE IN ANY DUCT PENETRATING EXISTING FIRE RATED PARTITIONS. 5. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTING CONDITIONS. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL AND PLUMBING SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 6. CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT AT THE FINAL INSPECTION. CONTRACTOR SHALL ALSO PROVIDE ALL REPORTS AS REQUIRED BY THE SPECIFICATIONS. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS AND SMALL WATER LINES, ETC. 8. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS BEFORE INSTALLATION TO AVOID ANY BEAM CONFLICTS AND COORDINATE PIPING AND HVAC DUCTWORK ACCORDINGLY. 9. BALANCE AIR DISTRIBUTION SYSTEMS TO QUANTITIES AS INDICATED ON DRAWINGS. 10. ALL SUPPLY TAKE -OFFS ARE CONNECTED TO HARD TRUNK DUCT WITH SPIN -IN FITTING (WITH MANUAL DAMPER) OF SIZE EQUAL TO DIFFUSER INLET AND DUCT CONNECTION. FLEXIBLE DUCT SHALL BE STRAIGHT WITH NO SAGS OR EXCESS DUCT. TOTAL TURNS SHALL NOT EXCEED 135 DEGREES. THERMA-FLEX OR EQUAL INSULATED FLEX DUCT CONFORMING TO NFPA-90A AND UL 181 FOR "AIR DUCT CONNECTOR." 11. ALL EXHAUST VENTS MUST BE AT LEAST 10' FROM ANY OUTSIDE AIR INTAKE. CONTRACTOR TO ADJUST VENTS ACCORDINGLY. 12. ALL DUCT SIZES INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 13. ALL DUCTWORK SHALL BE SHEETMETAL PER SMACNA STANDARDS, EXCLUDING FLEX DUCT CONNECTIONS OR AS SPECIFICALLY NOTED ON PLANS. ALL FLEXIBLE DUCT SHALL BE ATCO BRAND (CLASS 1) WITH AN INSULATION VALUE OF R6. ALL JOINTS MUST BE MECHANICALLY FASTENED AND SEALED TO 100% CLOSURE. METHODS FOR ATTACHMENT AND SEALING SHALL BE APPROVED METHOD AS STATED IN FBCM TABLE 603 AND SECTIONS 603.1 THRU 603.17. ALL DUCTWORK CONSTRUCTION SHALL MEET SECTION 503 OF THE FBC ENERGY CONSERVATION. MINIMUM R -VALUE OF 6 SHALL BE REQUIRED FOR ALL FIBERGLASS DUCTWORK ABOVE CEILING. SHEETMETAL DUCTWORK EXPOSED WITHIN SPACE SHALL NOT BE REQUIRED TO BE WRAPPED IN INSULATION. ALL SHEETMETAL DUCTWORK ABOVE CEILING SHALL BE WRAPPED IN INSULATION WITH MINIMUM R -VALUE OF 6. INSULATION SHALL MEET ALL REQUIREMENTS OF FBCM 604.1 THRU 604.13. 14. RE -ADJUST THE THROW OF ALL AIR DISTRIBUTION DEVICES AFFECTED BY THE ADDITION OR REMOVAL OF PARTITIONS. 15. ALL CEILING MOUNTED DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. 16. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 17. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 18. PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALL. DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL. 19. REMOVE ALL FIRE DAMPERS IN ALL DEMOLISHED RATED WALLS. PATCH / REPAIR ALL REMAINING DUCTWORK AS REQUIRED. 20. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER SMACNA. 21. DUCTWORK SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 22. ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 48" A.F.F. ALL THERMOSTATS NEED TO BE RECALIBRATED BY A MECHANICAL CONTRACTOR IF THEY ARE RELOCATED. THERMOSTATS SHALL BE FASTENED BY PLASTIC SHIELD AND SCREWS. 23. OUTSIDE AIR SUPPLY RATES CONFORM TO ASHRAE 62-2004 STANDARDS. 24. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 25. PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO INSTALL MECHANICAL EQUIPMENT AND MATERIALS. 26. INSTALL AND INSULATE REFRIGERANT PIPING AS PER MANUFACTURER. 27. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AIR HANDLING UNIT. INSULATE ALL CONDENSATE LINES WITH 1/2" THICK CLOSED CELL FOAM INSULATION. SLOPE CONDENSATE LINES AT 1/8" PER FOOT MINIMUM. 28. INSTALLATION OF MECHANICAL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS. 29. MATCH DIFFUSER MOUNTING FRAME WITH CEILING TYPE. 30. ALL DASHED LINED EQUIPMENT AND DUCTWORK ARE EXISTING. ALL SOLID LINED EQUIPMENT AND DUCTWORK ARE NEW UNDER TENANT WORK EXCEPT FOR DIFFUSERS. 31. SUSPENDED FAN UNITS, EXCEPT POWERED INDUCTION UNITS (2000 CFM AND GREATER), SHALL BE SUPPORTED BY NOT LESS THAN FOUR 5/8" DIAMETER RODS EACH COMPLETE WITH 1" DEFLECTION SPRING MOUNTS). SUSPENDED FAN UNITS (LESS THAN 2000 CFM) AND ALL POWERED INDUCTION UNITS SHALL BE SUPPORTED BY 1/2" DIAMETER RODS WITH RUBBER -IN -SHEAR ISOLATORS. IF FANS ARE INTERNALLY ISOLATED WITHIN CABINETS, EXTERNAL ISOLATORS MAY BE OMITTED. 32. INSTALL HANGERS AND SUPPORTS AS REQUIRED TO ADEQUATELY SUPPORT THE PIPE LINES WITHOUT INTERFERING WITH THEIR INHERENT FLEXIBILITY, AND AS REQUIRED TO PREVENT SAGGING AND VIBRATION. DO NOT EXCEED SPACINGS AS STATED IN THE MSS SP -58 AND SP -69. VERTICAL RISERS SHALL BE SUPPORTED AT LEAST ONCE IN EACH STORY HEIGHT OR AS SHOWN ON THE DRAWINGS. 33. WHERE CONCENTRATED LOADS OF VALVES, FITTINGS, ETC., OCCUR, CLOSER SPACING OF HANGERS AND SUPPORTS WILL BE NECESSARY. SPACINGS SHALL BE BASED ON THE WEIGHT TO BE SUPPORTED AND THE MAXIMUM RECOMMENDED LOADS FOR THE HANGER COMPONENTS. 34. FIRE PROTECTION DRAWINGS SHALL BE PROVIDED SEPARATELY BY A FIRE PROTECTION VENDOR AND SHALL BE IN FULL COMPLIANCE WITH NFPA 13. 35. OUTSIDE AIR DUCTWORK SHALL BE SHEETMETAL AS PER SMACNA STANDARDS. INSULATE WITH 1.5" THICK FIBERGLASS DUCTWRAP. 36. EXHAUST AIR DUCTS ARE SHEETMETAL. 37. DISHWASHER EXHAUST DUCT SHALL BE STAINLESS STEEL. 38. ALL MECHANICAL WORK SHALL LEAVE BUILDING/STRUCTURE IN A SAFE STRUCTURAL CONDITION IN ACCORDANCE WITH FBC CHAPTER 16 AS TO COMPLY WITH FBCM 302.1. GREASE DUCT/HOOD INSTALLATION NOTES: 1. SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 96 AND IMC. 2. GREASE DUCTS SHALL BE CONSTRUCTED OF STEEL NOT LESS THAN 16 GAUGE OR STAINLESS STEEL NOT LESS THAN 18 GAUGE. 3. JOINTS, SEAMS, AND PENETRATIONS OF THE GREASE DUCT SYSTEM SHALL BE MADE WITH A CONTINUOUS LIQUID TIGHT WELD MADE ON EXTERNAL SURFACE OF DUCT. 4. GREASE DUCT SHALL HAVE A CLEARANCE OF AT LEAST 18 TO ALL COMBUSTIBLES AND 3" TO NON -COMBUSTIBLES AND GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE CONSTRUCTION. OR WRAP ENTIRE WELDED STEEL GREASE DUCT WITH UNIFRAX FYREWRAP ELITE 1.5 OR APPROVED EQUAL, ZERO CLEARANCE FYREWRAP MEETING ASTM E 2336. 5. SEE KITCHEN VENDOR DRAWINGS FOR KITCHEN HOOD, EXHAUST AND SUPPLY EQUIPMENT DETAILS. 6. PROVIDE A CLEANOUT AT ALL CHANGES OF DIRECTION OF THE GREASE EXHAUST DUCT. 7. GREASE DUCT DOES NOT PENETRATE FIRE RATED WALLS, CEILING OR FLOOR. 8. DISTANCE FROM LOWER LIP OF HOOD AND TOP HORIZONTAL SURFACE SHALL NOT EXCEED 48 IN, 9. PERFORMANCE TEST SHALL BE CONDUCTED UPON COMPLETION AND BEFORE FINAL APPROVAL OF HOOD SYSTEM AND SHALL BE SUBMITTED TO AHJ. TEST SHALL CONFORM WITH IMC. 10. TYPE 1 HOODS SHALL BE CONSTRUCTED OF STEEL NOT LESS THAN 18 GAGE OR STAINLESS STEEL NOT LESS THAN 20 MSG, IN THICKNESS. 11. ALL GREASE DUCT BRACING AND SUPPORTS SHALL BE NONCOMBUSTIBLE MATERIAL. ALL FASTENERS USED ON GREASE DUCT SHALL NOT PENETRATE DUCT WALLS. FOR VERTICAL DUCT RUN, PROVIDE ANGLE STEEL WELDED TO SIDES OF GREASE DUCT AND SECURE TO STRUCTURE ABOVE WITH 5/8" ALL -THREAD ROD. PROVIDE ANGLE AT MINIMUM EVERY 10 FT OF DUCT. KSFA CONDENSER SCHEDULE PRMEMtARKS- MARK CU NO. PAIR WITH LOCATION I-i00D SCHEDULE V/(P MCA MFS (amps) REMARKS: DRIVE TYPE ROOF 208/3 14.5 20.0 EDB °F - KSF-1 ROOF 208/3 21.4 30.0 EXHAUST, ACCESSORIES: O DISCONNECTS BY DIVISION 16 0.5 1/3 HP CONDITIONED EXHAUST EXHAUST, 56 Ibs CONDITIONED SUPPLY BASIS OF DESIGN 1 NOTES MARK LENGTH CFM 351-430 CFM SUPPLY 1.25 S.P. (in. H2O) DUCT SIZE DUCT SIZE DUCT SIZE 242 Ibs HOOD SWITCH KH -2 & KH -3 CAPTIVE-AIRE NCA24HPFA OR APPROVED EQUAL 0(2) KEF-2 KH -3 ROOF KEF-3 KH -4 CFM 744 - 1.0 3/4 HP 208/3 1,155 BELT 129 Ibs KH -1 4'-0" 600 0 0 93 .066" 12"0 - _ VHBTIGE-AIRF 4824 208/3 CONDENSATE HOOD KH -2 8'-0" HOOD SWITCH KH -2 & KH -3 1400 1120 500 ROOF .281 14"0 10"x28" (x2) 8"0 (x4) CAPTIVE-AIRE 6624 ND-2-ACPSP-F GREASE HOOD KH -3 12'-6" 2375 1948 750 .329" 12"� (x2) 12"x28" (x3) 8"x16" (x3) CAPTIVE-AIRE 6624 ND-2-ACPSP-F GREASE HOOD KH -4 4'-3" 744 595 250 .251 " 10"o 8"x36" 8"� x2 ( ) CAPTIVE-AIRE 5424 ND-2-ACPSP-F HEAT HOOD RIES: COMPLETE 7RN WITH DAMPERS, HOOD LIGHTS, FILTERS, FIRESTATS, EXHAUST FAN, STARTERS, CONTROLS, DISCONNECTS, AND FACTORY FAN ROOF CURBS. COMPLETE ANSULFIRE SUPPRESSION SYSTEM. ENTIRE INSTALLATION SHALL COMPLY TO NFPA 96 AND ALL STATE AND LOCAL CODES. CONFIRM ALL CONNECTION SIZES WITH HOOD MANUFACTURER. KSFA CONDENSER SCHEDULE PRMEMtARKS- MARK CU NO. PAIR WITH LOCATION ELECTRICAL DATA ACCESSORIES V/(P MCA MFS (amps) -KSF-1 DRIVE TYPE ROOF 208/3 14.5 20.0 EDB °F - KSF-1 ROOF 208/3 21.4 30.0 600 ACCESSORIES: O DISCONNECTS BY DIVISION 16 0.5 KITCHEN EQUIPMENT CONTROL NOTE: INTERLOCK KH -2, KH -3, KH -4, KSF-1, KEF-2, AND KEF-3 SO THAT ALL HOODS WILL OPERATE SIMULTANEOUSLY. FAN SCHEDULE PRMEMtARKS- MARK SERVICE LOCATION CFM COOLINGCOILDATA EXT. SP 'WG MOTOR HP//W MOTOR V/� MAX RPM DRIVE TYPE WEIGHT INTERLOCK BASIS OF DESIGN ACCESSORIES EDB °F EWB 'F TOTAL CAP MBH SENS. CAP MBH 24''x24" 251-350 10"o 600 - 0.5 1/3 HP 115/1 1,210 BELT 56 Ibs HOOD SWITCH KH -1 CAPTIVE-AIRE DU33HFA OR APPROVED EQUAL 1 KEF-1 KH -1 ROOF 4 351-430 3775 - 1.25 2 HP 208/3 900 BELT 242 Ibs HOOD SWITCH KH -2 & KH -3 CAPTIVE-AIRE NCA24HPFA OR APPROVED EQUAL 0(2) KEF-2 KH -3 ROOF KEF-3 KH -4 ROOF 744 - 1.0 3/4 HP 208/3 1,155 BELT 129 Ibs HOOD SWITCH KH -4 CAPTIVE-AIRE NCA14HPFA OR APPROVED EQUAL WHITE FINISH. 3663 93 75 83.4 59.1 .75 2 HP 208/3 720 BELT 1382 Ibs HOOD SWITCH KH -2 & KH -3 CAPTIVE-AIRE A2 -G15 -MPU OR APPROVED EQUAL KSF-1 KH -2 KH -3 KH -4 ROOF ACCESSORIES: SPEED CONTROLLER MOTOR WITH THERMAL OVERLOAD AIR DISTRIBUTION SCHEDULE REMARKS: 1. COORDINATE FRAME & BORDER TYPE WITH CEILING TYPE. REFER TO ARCHITECTURAL PLANS. 2. COORDINATE WITH BLDG MGT FOR BLDG STANDARDS. MARK CFM NECK SIZE (INCHES) FACE SIZE (INCHES) BASIS OF DESIGN ACCESSORIES 3,115 CFM 0-125 6"0 24"x24" SUPPLY DIFFUSER EQUAL TO TITUS MODEL PROVIDE WITH OBD OA TMS, INSULATE BACK OF ALL DIFFUSERS. WHITE FINISH. MODEL AG -75 AS REQUIRED FOR AIR 126-250 8)f0 24''x24" 251-350 10"o 24"x24" S 4. _ � x BALANCING. 351-450 12"0 24"x24" 0-350 - 10"x10" 4 351-430 - 12"x10" O SUPPLY DIFFUSER EQUAL TO TITUS MODEL 300FS, ALUMINUM FINISH. PROVIDE WITH OBD MODEL AG -15 -AA AND AIR EXTRACTOR. 431-650 - 18"x10" 651-750 - �� �� 24 x10 PROVIDE WITH OBD OALL - 18"x18" SUPPLY DIFFUSER EQUAL TO TITUS MODEL TDC. INSULATE BACK OF ALL DIFFUSERS. MODEL AG -75 AS REQUIRED FOR AIR WHITE FINISH. BALANCING. DO - - - - - 48"X24" TITUS 50F EGG CRATE GRILLE. OALL - 18"x10" TRANSFER GRILLE EQUAL TO TITUS MODEL 355FL. CONTRACTOR TO PROVIDE TWO (2) GRILLES DUCTED THROUGH WALL ABOVE DOORWAY. WHITE FINISH. ASHR.AE 62.1. COMPLIANCE 140 PEOPLE X 7.5 CFM/PERSON + 5,300 SQ FT X 0.18CFM/SQ FT = 2004 CFM THE DESIGN DRAWINGS PROVIDE 2,550 CFM OF OUTSIDE AIR. OUTSIDE AIR RTU SERVING DINING 9mm CFM RTU SERVING DINING SIM cpm IRTU SERVING KITCHEN 150 CFM K1SF-1 3,6x03 CFM TOTAL 3,115 CFM OUTSIDE AIR 6,213 CFM EXHAUST TWO 12 GA. OR ONE 10 GA. EF -I 200 CFM EF -2 150 CFM EF -3 15 CFM KEF-1 600 CFM KEF-2 3,115 CFM KEF-3 144 CFM TOTAL TWO 12 GA. OR ONE 10 GA. EXHAUST 5,544 CFM OUTSIDE AIR + 6;13 CFM EXHAUST - 5,544 CFM TOTAL BLDG. PRESSURE + 669 GFM ,4 f fR 5,4L ANCE SPIN -IN FITTING WITH DAMPER-\ SUPPLY DUCT ISI EQUIPMENT SCREWED TO CURB WITH 1/4" SCREWS, 10" ON CENTER AROUND PERIMETER AIRFLOW ROOF SPUN ALUMINUM HOi EXHAUST FAN SCREV CURB WITH 1.5" LOf SCREWS, ONE SCRD THE CENTER OF EAC FLASHING AND COUNTER FLASHING DAMPER (AS SPECII BRATION ISOLATED MOTOR NTRIFUGAL BLOWER --_LF FLASHING ALUMINUM FAN JRB CONNECT CURB TO ROOF ITH 3/8" SCREWS,2" LONG, ONE \CH SIDE ROOF LEXIBLE CONNECTION JCTWORK SECUREMENT METHOD DESIGNED TO RESIST 110 MPH WIND LOADS. UPBLAST ROOF EXHAUST FAN DETAIL. NTS SECUREMENT METHOD DESIGNED TO RESIST 180 MPH WIND LOADS. AIRFLOW FILTERS �-BOTTOM OF INTAKE DUCT MINIMUM 18" ABOVE ROOF ROOF CURB BOLTED TO SUPPORT STEEL WITH 1/4" BOLTS, 10" ON CENTER AROUND PERIMETER ROOFTOP KITCHEN MUA FAN W/COOLING COIL DETAIL NTS 1-1/2" (22 GAUGE) HANGER STRAPS MAX. 10' SPACING. CONNECT TO STRUCTURE WITH 1-1/4" SHOT & PIN METAL COLLAR WITH BAND CLAMP INSULATED FLEXIBLE DUCT MAX 8FT INSULATE THE BACKS OF ALL DIFFUSERS INSULATE THE DIFFUSER (COORDINATE WITH CEILING TYPE) SUPPLY DIFFUSER FLEX SUPPORT DETAIL HANGER (TYP.) DUCT r.ATION DM DEVICE. FASTENERS NOT PERMITTED TO PENETRATE EXHAUST OR DRYER VENT DUCTS. RIGID ROUND DUCT MINIMUM HANGER SIZES FOR ROUND DUCT DIA MAXIMUM SPACING WIRE DIAMETER ROD STRAP 10" DN 12'-0" ONE 12 GA. 1411 1" x 22 GA. 11-18" 12 -0 TWO 12 GA. OR ONE 10 GA. 1/4 " 1" x 22 GA. - I rnK1K1FrT Tn 22 GAUGE STRAP DUCT SUPPORT DETAIL NTS ROOF TOP EQUIPMENT INSTALLATION NOTE: 1. INSTALL ALL EQUIPMENT LOCATED ON ROOF TO RESIST WIND PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODES. elevation PROJECT: 0 0 L U) i O r 7 N O co M EO j i: (r cz -0 O 0 ca O O LL S 70 O O � CO ca C CD SEAL: TODD S. W MN, No. 46727 REVISIONS: SHEET TITLE: MECHANICAL NOTES, SCHEDULES, & DETAILS DATA: PROJECT #: • DATE: s V DRAWN BY: JH/KCN FILE: 14-119 CD s S 4. _ � x 4 ........4 � 3 , O Ix z i s 0 0 L U) i O r 7 N O co M EO j i: (r cz -0 O 0 ca O O LL S 70 O O � CO ca C CD SEAL: TODD S. W MN, No. 46727 REVISIONS: SHEET TITLE: MECHANICAL NOTES, SCHEDULES, & DETAILS DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: M3.0 GENERAL PLUMBING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, ALL DRAWINGS AND SPECIFICATIONS COMPLY WITH MINIMUM EXISTING CODES. 2. CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BASE BUILDING PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTING CONDITIONS. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS AND SMALL WATER LINES, ETC. 5. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS BEFORE INSTALLATION TO AVOID ANY BEAM CONFLICTS AND COORDINATE PIPING ACCORDINGLY. 6. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN WALLS OR IN CHASES EXCEPT AS SPECIFICALLY NOTED. PATCH ALL EXISTING SURFACES AFFECTED TO MATCH ADJACENT SURFACES. 7. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 8. SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, CEILINGS, ETC., INCLUDING ROOF. FLASH AND COUNTERFLASH ROOF PENETRATIONS. 9. FIELD VERIFY EXISTING INSTALLATIONS OF ALL TRADES. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION UNDER THE NEW WORK. 10. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS, AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. 11. PIPE ROUTING IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING OR ANY ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION AND CLEARANCES. CONTRACTOR TO VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND OBSTRUCTIONS OF ALL TRADES AND ROUTE PIPING TO AVOID ANY INTERFERENCES. 12. ALL DOMESTIC WATER PIPING AND FITTINGS INSIDE THE BUILDING ABOVE SLAB SHALL BE TYPE L COPPER. 13. ALL SANITARY AND VENT PIPING SHALL BE SCHEDULE 40 PVC. 14. PROVIDE STEEL HANGER RODS, THREADED BOTH ENDS, THREADED ONE END OR CONTINUOUS THREADED AS REQUIRED. 15. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1" THICK FIBERGLASS INSULATION WITH MOLDED FIBERGLASS PIPE COVERING AND CONTINUOUS VAPOR AS MANUFACTURED BY MANVILLE COPRORATION, OWENS-CORNING OR CERTAINTEED. INSULATE DOMESTIC HOT WATER PIPING IN WALLS AND CHASES BEHIND FIXTURES WITH 1" THICK FlBERGLASS INSULATION. PLUMBING EXECUTION NOTES_ PIPE SUPPORTS & COVER PLATES PIPE HANGERS, SUPPORTS AND INSERTS SHALL BE AS FOLLOWS: 1. PIPING SHALL BE SUPPORTED INDEPENDENTLY OF ALL CONNECTIONS AND SLEEVES BY PIPE HANGERS AND PIPE SUPPORTS OF MODERN, GRINNELL, FEE & MASON, AUTO -GRIP OR CRANE MAKE PER THE FLORIDA PLUMBING CODE FOR THE PIPE MATERIAL AND SIZE SERVED. 2. HANGERS AND SUPPORTS SHALL BE ARRANGED TO PERMIT FREE, UNRESTRAINED AND NOISELESS EXPANSION AND CONTRACTION OF PIPING AND MUST BE ADJUSTABLE. 3. UNLESS OTHERWISE NOTED, HANGERS, SUPPORTS, COLLARS, ASSOCIATED EQUIPMENT, ETC., SHALL BE OF ALL STEEL CONSTRUCTION WITH A HEAVY PRIME COAT, EXCEPT THAT PORTION IN CONTACT WITH NON-FERROUS PIPE SHALL BE SAME CONSTRUCTION AS PIPE, PLATED WITH SAME METAL AS PIPE, OR COVERED WITH SAME METAL AS PIPE, AND SECURELY FASTENED IN PLACE. 4. OVERHEAD HANGERS SHALL BE OF THE SOLID RING, SPLIT RING OR CLEVIS TYPE, WITH ADJUSTABLE STEEL RODS SECURELY SUPPORTED FROM INSERTS OR BOLTED TO STEEL CONSTRUCTION. 5. PIPING HUNG CLOSE TO WALLS SHALL BE SUPPORTED BY BRACKET TYPE SUPPORTS OR FROM BRACKETS WITH SUSPENSION RING HANGERS, ARRANGED TO POSITION PIPING AWAY FROM WALLS IN CENTER OF SLEEVES, SECURELY BOLTED TO MASONRY WALLS OR STEEL CONSTRUCTION. HANGERS AND SUPPORTS WITH 4'-0" OF FLOOR MUST BE FREE OF SHARP EDGES, CORNERS AND PROJECTIONS. INSTALLATION 1. PIPING SHALL RUN TRUE, STRAIGHT, PLUMB, AND PARALLEL WITH WALLS; HAVE UNIFORM PITCH; BE CENTERED IN HANGERS OR SUPPORTS INDEPENDENT OF CONNECTIONS AND SLEEVES; BE ANCHORED AS REQUIRED TO CONTROL MOVEMENT; BE PROVIDED WITH EXPANSION JOINTS, EXPANSION LEGS, EXPANSION LOOPS, AND EXPANSION CONNECTORS WITH FLEXIBLE PIPE AND FITTINGS ARRANGED AS REQUIRED TO PERMIT FREE, UNRESTRAINED, NOISELESS EXPANSION AND CONTRACTION, AND FREEDOM FROM STRAIN ON EQUIPMENT. 2. ACCESSIBLE UNIONS OR FLANGE UNIONS SHALL BE PROVIDED IN EACH BRANCH, ADJACENT TO EACH EQUIPMENT CONNECTION, EACH VALVE, OR DEVICE, OR GROUP OF VALVES OR DEVICES, AND AT LEAST EVERY 75'-0" IN MAINS. 3. CONNECTIONS TO SOIL, WASTE AND DRAIN STACKS SHALL BE AT 45 DEGREES; THOSE TO VENT STACKS MAY BE AT 45 DEGREES OR 90 DEGREES. 4. UNLESS OTHERWISE NOTED, SOIL, WASTE, DRAIN AND VENT STACKS SHALL BE CONCEALED IN WALLS, PIPE CHASES, OR SHAFTS WITH CLEANOUTS EXTENDED TO ACCESSIBLE LOCATIONS. 6. ALL PLUMBING FIXTURES SHALL BE PROPERLY VENTED TO PREVENT SIPHONING OF TAPS. USE LEAD JACKETS FOR ROOF VENTS ONLY. 6. CONTRACTOR SHALL INSTALL AIR CHAMBERS OR SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. ALL BRANCH PIPING SHALL HAVE ACCESSIBLE SERVICE VALVES. 7. THE DOMESTIC WATER PIPING SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR NOT LESS THAN SIX (6) HOURS BEFORE FLUSHING. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND FINAL CONNECTIONS AND PRESSURE TESTS HAVE BEEN COMPLETED. 8. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH GOVERNING BUILDING CODES. GREASE TRAP SIZING I (S)X(GS)X(HR/12)X(LF) S = SEATS GS -GALLON WASTE PER SEAT HR= HOURS OF OPERATION LF = LOADING FACTOR (226)X(10)X(12/12)X(0.75) = 1695 GALLONS BUILDING IS SERVED BY THREE 1200 GALLON EXISTING GREASE INTERCEPTORS (3600 GALLON TOTAL). DRAIN AND CLEANOUT SCHEDULE MARK OUTLET STRAINER MANUFACTURER'S NUMBERS ----------- GREASE WASTE-�- SIZE SIZE - NOTES - - GAS PIPING G WASTE W VENT JOSAM WADE ZURN COLD WATER FD -1 3" 8"X8" 30000-S W -1100-G Z -415-S NICKEL BRASS TOP FD -2 3" 12"X12" 49033AS W-9143 EQUAL PROVIDE WITH HALF GRATE FD -3 3" 48"X12" 39240 2920 EQUAL PROVIDE WITH ONE CENTER AND WATER CLOSET FLOOR MOUNTED FLUSH VALVE 1.6 GPF FLOOR TO RIM 16 1/2* 4" 1" --- AMER-STAN TWO END EXTENSIONS WITH END ___ ___ ___ ___ SEAT - OLSONITE 95 OR EQUAL BY BENEKE OR BEMIS BATTERY POWERED SENSOR OPERATED FLUSH VALVE KOHLER CAPS. NICKLE BRONZE TOP CO -1 SEE --- 58360 EQUAL EQUAL NICKEL BRASS TOP --- PLANS 8111 -LH P-3 URINAL FLOOR MOUNTED FLUSH VALVE 1.0 GPF FLOOR MOUNTED 2" PLUMBING LEGEND P -NO WASTE PIPING MOUNTING HEIGHT VENT PIPING ----------- GREASE WASTE-�- WASTE COLD WATER PIPING - HOT WATER PIPING - - GAS PIPING G WASTE W VENT V VENT THRU ROOF VTR COLD WATER CW HOT WATER HW HOT WATER RETURN HWR AIR ADMITTANCE VALVE AAV PLUMBING FIXTURE AND CONNECTION SCHEDULE P -NO FIXTURE DESCRIPTION MOUNTING HEIGHT MIN. CONNECTIONS SPECIFICATION NOTES WASTE CW HW MANUFACTURER FIXTURE TRIM WASTE TRAP SUPPLY P-1 WATER CLOSET FLOOR MOUNTED FLUSH VALVE 1.6 GPF FLOOR TO RIM 14 1 /4" 4" 1" ___ AMER-STAN 3451128.020 ___ ___ ___ ___ SEAT - OLSONITE 95 OR EQUAL BY BENEKE OR BEMIS BATTERY POWERED SENSOR OPERATED FLUSH VALVE KOHLER EQUAL a ___ ___ SLOAN --- --- --- --- 8111 -LH P-2 WATER CLOSET FLOOR MOUNTED FLUSH VALVE 1.6 GPF FLOOR TO RIM 16 1/2* 4" 1" --- AMER-STAN 3461128.020 ___ ___ ___ ___ SEAT - OLSONITE 95 OR EQUAL BY BENEKE OR BEMIS BATTERY POWERED SENSOR OPERATED FLUSH VALVE KOHLER EQUAL ___ ___ SLOAN --- --- --- --- 8111 -LH P-3 URINAL FLOOR MOUNTED FLUSH VALVE 1.0 GPF FLOOR MOUNTED 2" 3/4" --- AMER-STAN 64000.14 --- --- --- --- BATTERY POWERED SENSOR OPERATED FLUSH VALVE KOHLER EQUAL SLOAN --- --- --- --- 8186 -1 -LH P-4 LAVATORY WALL HUNG 21"X18" 4" CENTER HOLES FLOOR TO BOTTOI OF APRON MIN. 29" 11/4 4 1 /2" 1/2" KOHLER K-2005 --- --- --- --- PROVIDE FLOOR MOUNTED CARRIER BY JOSAM, WADE OR ZURN IF MOUNTED ON STUD WALL. PROVIDE PREMOLDED PREINSULATED COVER FOR TRAP & SUPPLIES PROVIDE DRAIN OFFSET TO PROVIDE HANDICAP CLEARANCE PROVIDE GRID DRAIN, 1 1/4 P -TRAP AND 3/8" SUPPLY STOPS SLOAN --- ESD -30880 --- --- --- P-5 LAVATORY UNDERCOUNTER STAINLESS STEEL COUNTER TOP 1 1/4 1/2" 1/2" ELKAY ELUH16LV --- --- --- --- PROVIDE GRID DRAIN, 1 1/4 P -TRAP AND 3/8" SUPPLY STOPS SLOAN --- ESD -30880 --- --_ P-6 MOP SINK FLOOR MOUNTED 24"x24"x12" FLOOR MOUNTED 3" 1/2" 1/2" STERN-WILLIAMS SB -500 ___ ___ --- --- MOUNT TRIM 3'-0" ABOVE FINISHED FLOOR AND PROVIDE 4'-0" HOSE AND HOSE HOOK. WITH MOP HANGER. FIAT EQUAL--- --- --- ___ CHICAGO FAUCETS EQUAL --- 956 --- CONNECT TO EXISTING 3"WTR� IFY LOCATION AND SIZE• CONNECT TO EXISIIP,. GREASE WASTE. VERIFY" '•,' SIZE, LOCATION, INVERT AND DIRECTION OF FLOW. c� CONNECT C CONNECT GREASE SIZE.,.: .. Y ... k IL/ sk k 0 �•..,1 �./• ..� �iiti .. STING = ki'QIFY ERT AAS I ......,. AAd K CONNECT TO Eft" I•G 3"VTR. VERIFY AND SIZE. 6ONNI=` :j, O EXISTING GREASE WANE," VERIFY SIZE, LOCATION;,"INVERT AND DIRECTION OF FLOW. t ,..rh'y��yrYffe� S! CONNECT `-,-'EXISTING GREASE WASItf. yRIFY SIZE, LOCATION, INVERT "M ND DIRECTION OF FLOW. SIZE, LOCAT AND DIRECTI CONNECT TO GREASE WASTE ,11 .w VERIFY SIZE, LOCAL INVERT AND DIRECI1 u =u TO EXISTING 4T: INZ& "V,yIFY LOCATION AND SIZLI""i / ✓ k• I a� CONNECT TO ECT TO` GREASE W VEI �f . EXi EASE I :y> A.,.N WA IFY A ZEON i.� 01 r r > > >. Ec INVEF&K.'AIVD pf" ON tik �0M • y o•w SANITARY RISER IVIS elevation 3ROJECT: 4£a4I t, Y .•a 4 I �./• ..� �iiti .. STING = ki'QIFY ERT AAS I ......,. AAd K CONNECT TO Eft" I•G 3"VTR. VERIFY AND SIZE. 6ONNI=` :j, O EXISTING GREASE WANE," VERIFY SIZE, LOCATION;,"INVERT AND DIRECTION OF FLOW. t ,..rh'y��yrYffe� S! CONNECT `-,-'EXISTING GREASE WASItf. yRIFY SIZE, LOCATION, INVERT "M ND DIRECTION OF FLOW. SIZE, LOCAT AND DIRECTI CONNECT TO GREASE WASTE ,11 .w VERIFY SIZE, LOCAL INVERT AND DIRECI1 u =u TO EXISTING 4T: INZ& "V,yIFY LOCATION AND SIZLI""i / ✓ k• I a� CONNECT TO ECT TO` GREASE W VEI �f . EXi EASE I :y> A.,.N WA IFY A ZEON i.� 01 r r > > >. Ec INVEF&K.'AIVD pf" ON tik �0M • y o•w SANITARY RISER IVIS elevation 3ROJECT: 0 0 U) :3 O r CO) O M E O cr as j 70 o EO LL - c: w O O 00 SCO T c J SEAL: t, tie I SN. , , Ej 4 b � y. y . fz y k ' i , i ki r� ...................... a 0 0 U) :3 O r CO) O M E O cr as j 70 o EO LL - c: w O O 00 SCO T c J SEAL: TODD S. WUON, Na 46727 REVISIONS: SHEET TITLE: PLUMBIMG SCHEDULES/DETAILS DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET* P1.0 tie TODD S. WUON, Na 46727 REVISIONS: SHEET TITLE: PLUMBIMG SCHEDULES/DETAILS DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET* P1.0 KEYED PLUMBING NOTES Oj REMOVE EXISTING WATER CLOSET AND INSTALL NEW P-1 WATER CLOSET. CONNECT TO EXISTING WASTE AND SUPPLY. O2 REMOVE EXISTING ADA WATER CLOSET AND INSTALL NEW P-2 ADA WATER CLOSET. CONNECT TO EXISTING WASTE AND SUPPLY. O3 REMOVE EXISTING WALL HUNG URINAL AND INSTALL NEW P-3 FLOOR MOUNTED URINAL. CONNECT NEW WASTE TO EXISTING STACK SERVING EXISTING URINAL BELOW FLOOR. MODIFY EXISTING SUPPLY AS REQUIRED TO CONNECT NEW FLUSH VALVE. ® REMOVE EXISTING WALL HUNG LAVATORY AND INSTALL NEW P-4 FLOOR MOUNTED LAVATORY. CONNECT TO EXISTING WASTE AND SUPPLIES. @) REMOVE EXISTING COUNTER TOP LAVATORY AND REPLACE WITH NEW P-5 UNDERCOUNTER LAVATORY. CONNECT TO EXISTING WASTE AND SUPPLIES. © COORDINATE ROUTE AND QUANTITY OF SODA/BEER LINES WITH ARCH. AND G.C. BAR & KITCI EN EQUIPMENT SCHEDULE MARK DESCRIPTION COnN�+NECTION SIZES NOTES W l�lV CW HW A � O WALK IN COOLER 5/8" -- -- EXTEND INDIRECT WASTE PIPING TO EXTERIOR DRAIN. TERMINATE WITH MIN. 3" AIR GAP. EVAPORATOR COIL ­': I : :n ... 1% O :� ..cfe•.+f ,r� ... t f E E.. ;3s f ,; 111". BO WALK IN FREEZER 5/8" -- -- EXTEND INDIRECT WASTE PIPING TO EXTERIOR DRAIN. TERMINATE WITH MIN. 3" AIR GAP. EVAPORATOR COIL ;: I . b',a•,' '•kiY Fk ..:..:......... x. qc •yam �i ; 'i.,. "/lll """ 0 13 /, 1,111, I 1111.. *a t�: ,� .. .--E �> ,n ...... , y, 1111, _.. ... 1111 O WALK IN BEER COOLER 5/8" -- -- EXTEND INDIRECT WASTE PIPING TO EXTERIOR DRAIN. TERMINATE WITH MIN. 3" AIR GAP. EVAPORATOR COIL DO HAND SINK 1-1 2" 1/2" 1/2" DIRECT WASTE PIPING CONNECTED TO GREASE WASTE WITH 2" VENT. WALL MOUNTED EO SINK 2" 1/2" 1/2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. ONE COMPARTMENT FO SINK 3 2" 1/2" 1/2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. THREE COMPARTMENT Q DISH MACHINE 2" VERIFY -- 3/4n EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. VERIFY DRAIN SIZE WITH VENDOR. PROVIDE ASSE 1022 BACKFLOW PREVENTER. HIGH TEMP O SOILED DISH TABLE 2" 1/2" 1/2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. 0 ICE MACHINE 3/4" 1/211 -- EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 3" AIR GAP. PROVIDE ASSE 1022 BACKFLOW PREVENTER WITH FILTER O BAG IN BOX -- 1/2" -- VERIFY REQUIREMENTS AND LOCATION WITH VENDOR. OKNEE HAND SINK 1-1/2- 1/2" 1/2" DIRECT WASTE PIPING CONNECTED TO GREASE WASTE WITH 2" VENT. VALVE O FOOD WARMER 2" -- -- EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. DROP IN O COLD WELL 2" -- -- EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. ICE COOLED NO SODA DISPENSER 3/4- -- -- EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 2" AIR GAP. WITH ICE CHEST O ICED TEA -- 1/2* -- REDUCE TO 1/4" EQUIPMENT CONNECTION. BREWER PO SINK 1-1/2" 1/2" 1/2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 3" AIR GAP. BEVERAGE COUNTER OQ UNDER BAR 1-1/2" 1/2" 1/2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 3" AIR GAP. HAND SINK O UNDERBAR COCTAIL 1-1 2" 1 2" 1 2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. STATION W COLD PLATE SO UNDERBAR 1-1 2" 1 2" 1 2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 4" AIR GAP. BLENDER STATION TO BEER TOWER W 1/2" 1/2" 1/2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 2" AIR GAP. DRAIN PAN, RINSER UO UNDERBAR 1 2" -- -- EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 2" AIR GAP. DRAIN BOARD, GLASS RACK OV UNDERBAR 1-1/2- 1/2- 1/20 EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 3" AIR GAP. GLASS WASHER OW UNDER BAR 1-1/2" 1/2" 1/2" EXTEND INDIRECT WASTE PIPING TO NEAREST FLOOR SINK. TERMINATE WITH MIN. 3" AIR GAP. SINK DRAINBOARD PLUMBING CONTRACTOR IS RESPONSIBLE FOR FINAL CONNECTIONS TO ALL BAR AND KITCHEN EQUIPMENT. .. i \ ............................ ..................................................................... ......... ;. , , .. 4q) ......... ... ;. 1111 ......... ........ •' ....................................... .............. ... ':: I yi I 1:1f •. ;.. 43 1111... 1111..... t ( i i £ 6 t y .... ..... S 3 ; �....... . t.... .. .. 1111. 1111..... ........................................:[............................................ F ............ .. ......... ...€a. s s £4 f...::"'t� ,n. 111!1, n 1111 1111 1111.. ........... .,....... CD ✓) " : I s ,',� . .....'. ­': I : :n ... 1% O :� ..cfe•.+f ,r� ... t f E E.. f w BEVERAGE CONDUIT x �... ~ 1111 TERMINATION POINT. ,.` #� 'i`11 . COORDINATE QTY.. LOC�ITI $1111 i £I .I' ; AND REQUIREMENTS WITH ww ��' A ARCH. ' "t .. ,,.• ,... , f ,, 3 .' . F fx .M , �, n �� ;I I'll 7. <;4> . .. F . ,",l iE:'. 1111 , ..4(., I . f x %''( ........ E E` € ;€ g € VTR `��.v t' E f L E W-1 t 3 . t .€ , `�� IIS � � P s ^.^ 1111. _ 1111. , 111,1, .. ,,,,,,,,,,,,,,,,,,,,,,..........,,,,...::..............,.,,.....,....,:,,.....,..rv..........n.....^............^ .. ' :£ L .......................................... i €( ...... a, .................................. 1*:::: ... ...... .... ,.....:E f ................................. 1111. s 1111::,:. .• 1111::: ..:................................................ ......... ........................... ;,. ... .,. £. ... ............... .>. ....v.... 1111..: 1111.. • y..,,4 .......................................... .. 5................. ......... ...,.......... ..... .... .......,. :::::::::::::' :: ................... ................. v.... i €... i .. : ,., ,.»,eHu..�, x, » »1111 �, »», t :f >t»»»»»»»i . ...»»...v,.v�.,,,,.i:,,c................ .......... f[.nt....................,................................ .. ,,a,,^'•'r•-m., .c,-: .. 1 rF' 1,11-1 £ w `t`t` \ \�u,` `, S ' > 1111 '�,,,(.,,, ,> f € iC €' E - CONNECT TO EXISTING CONN CT...TO....EXf GREAE WASTE. �, xa3 EI x Y< ;' GREASE WASTE. - - - - - - o €z `� `•x .x"9i"+<_"s9*4°``tiFS`�y.'s :' £, fa r.Y�k, 1. _ _ Y t, s; s t 'r I BEVERAGE CONDUIT;"» FD -1 I I 2"V TERMINATION POINT.�Nll"�""` ''� •' �"; \ Ell Fn- .IR.C00 DINATE QTY., LOCAl....... .......... ......... 6 �... } r... I... AND REQUIREMENTS WITH G.C.€ CC� 3"GW •` ,< w AND ARCH. ::, ... w Cz .i 2 V i ...... ........... :V::.....::....... :. . ;1::111 ............................. ............... F. ... %, ,, ;uaf z i ,._ '•.1.,..I.E.:..,,,.a�..,i..:..` a.:o. af, ',. r �,,. ss`E e ( w I 11 } O i r J ,,,,...n.,,. [ , i ..;, a+.:. 1111.. s ::6,.3: • : , `J+9 . 1 f .' f,,vv;y+A. ............ 1111 . ....................... :D)11 :2 :. rc G'W' n ,: �,. , . :.; f:..::aF £. .. , 1111.. 3 '' • • ... ........ 1111. ....:.,.. ,vy �,�; . ,: rc„ 6 , rc..,}. ~ M 1111 �,,,f .»1111€,,......:........,..: w __. �.: „� .. •„,•.. , .. .. L f. .. 1111.. . o- f ` :: y.;f� ,,7 o: i 1111 ,,..,,,,,,,,,,,,, .,,,,.,,,,,,,,,,,,,,,..,,,,,,,,,,..,,.w.,.....:....^::.,..,,.. '[11-1111111-11111-111111 . ,,,,,.....,.. ..,,.,.,,,,,,, ..,.,... „ , - I 1111 _....,,., 1111.. . �((:� �- ,,, .. r:J.»e»» 1111"..: - .,t&w! �' ; 3 p 1111:. ... ......... ::::... il 1: y4 , {. :s: O..L; .............. 1111 ........... ............ .......... .. •. 1111 : 2 r ... 1111, .,, , € i e• .4. x€,) .iiia•: ,x• .............. ... .......... 1111.. .. , , • . ... 1111 ... E. , i ,,, {{' i t ! Vii.. t f iii _ , : : 4 ;, _......,.._. .. 1111 i 25 »»»>»tt:oeex»>»»r»»»»»»»:.mxt»»y»: t::: rc:...........::::.. 1111. ,. ,. : >it- 1111... .. Mi+>. i.:i., ,, ::. •• : ♦, ,. ,. 1111.. It ..... Hfl. ••:: •' .(`.. ',: ,: [1111: ,: z; [; """�"t.: Yj ^'/ .z �-li .y...+m.w.[.m.. f: ..i.,,: i 1111^ .< F `'' . r. i ., .. 1.111 � ... .:t .,�;:t ,.;s ;, ,+ . I : i 3i3i ,......... .. i. . .33 E . 1.111.. �-111VV,i. .I........ ... t ...^, .. :..y... 1111 3 .: iii ,. .. :...,,., 1111 1;111.: 1111.. E _11 11: l . ^ ::.�„p,,,,,a,,,,,,,,,,,,,,y,' ; N.V.+ . , . :`: w ,........................, I . 3 GW ,. t. k' CONNECT TO EXISTING 4 s }R ;...; ..... 1111.. 1111... .. __ , fli.......CEASE WASTE. ___ ................._...._...:_..,....,.........:_....,.., 1111. w. y[. 11.1..1... 'n, . h R i.............................. i....................................................: 2»V11 t� F..... ------- f i w 2"V GW - ...................... .........................., s.,, 3 ,. I Et 2 : FD 1 - �~ p.,. ......................................................................................................................................................................1.11.1....................... ............... ........... � .. : . �f == _" I FD 1 x.111 f 1111.: .. i} E} „ \. ` ........ 1111.. 1111 ........... .......................... 1111... ...................... .. 1111.. .a. 1111... 1111 .,1'u.....:.E,,,,,,,,,,,,,,,,, 'k �, 3 @] 3 G I .....::.:::.-:::::::1::::::::::11.1... k.�.,� w ; ^ E 2 V ::b0NNE 1" IC?::..EXi T1NC............ ..... 11�1 w EXISTIN I 2 GW F ,;j. • t..,�.:.; sE - i s x a w .«,rM..vrr.•.,r,,,m�•:..M „.•,:,,,,rc,.rcrc..,rcrc •• : ; jd'D 2;; m.: ,. ImmM «»E,S:,_ 1111,, VTR. 1;111 t. ¢1111.. `�'" :. f (E I E �;1.................... G I _ : : i, 1111 ;. F ,.aI. $£ p.;E •�f.........;, L' :. :.:. •s,. a.. i,;:.,. O.: .n1..ly '� fes.. ,.:....,�.«n......... .yky .. ............. »,. '' .. .. .....................3 i .......... ..3'::::::::::# ++��.., rtn is :,. •j : + ii,. E .. ' 1111.y"'S' ... F.s...........,: ,.......:.........`w..n..,n.... .. .......... nn.. 1111. £. , Y . :' ,;111 1 SS[. ucccuwcrw,•"•+wwwwaSwar. ^ "�'oSReHYe »»>,xm"„ ..I .rcm'ttnn. vmv tttt4...... "�[[tt[tt<[<,j4ttttn[ttN=Ek[[[ueuGt u � .. ... ... .. ... 1111 .. ................ ............... F ttttuuu[vvk .. „ ,r v v ... ..m ... ... . . .. v. 5...:.:^.^.........,, .. - sr.rrr.>srr >s,,,>,,,>„v. vv.......... .: .. ^1111 .. .. .,:rc:» »mt .(( 111....1. .. a,,,,,,,,,,,,,,,,,,,,,,�..v....•..w...:. 111-1-1 ^1111.; .,rcrc................................t......,.,...,.,..,.,..,,�s...rrsssssusss....Yr»e`sfi`as4., ...,..,, ...,...,, 1111. 1111 f; .a'r`�:''•tt�,p,,,N`..."w`,.'".`x::;'•v...,,....... 1111..^........ ...t++::':::,,.w».. ,,,r ,»rr»»euxEE=»f»»}!F.......,...,.,.........,,..,.,...mw... a^' .E# .c, .... £: n _:, 111 CONNECT TO EXISTING GREASE WASTE. ............ QY f €': 4t i s r..sa, € E 1 3 P ,} e :r � r IS,4 r. p:. 111.1 .. . �� I I I I � .`` TO EXISTING WASTE. :.............................. I....... FD -,a.: ::::vv:::v:::.uv.µv„1111, sy ..,m.rc:rc,:rc: ,,,w„-,rc..��,,.m�rc...,rc:,.,:::",-",.,. rt . MM�.. , 2�' I\ "V: t "�^� s' \, �� ...... _. .: >. 1111. : ' 4"X -GW 4"X -GW X -FC �'' 3 - :.• : E EXISTING FLOOR'..CLEANOUT " N 3� CONNECT TO EXISTING :• ,r ............ ... L... Pw .,.,...,._....._,. w .. GREASE.....WASTE, __ ..E �� "1111, ( -F) TYPIC - - - - - - - x c A � O F.. FD 2 ,,,, ,,,,,,,,,,, ,, , , ,r,,,: : ' ,.. 1 ... i r i ; ? .f,„„":�F^ 'Ektstt a:{�� 3 y.. �w:� &I'll , ,. , _ rNr­' „' •` IYk, -t. •«»... StEisEEK > > ~- I ; . t ..A.. .. 1111. . ........ . _....... T,.,., .. 1111: -..r e ..........11 .. 1111. : BEVERAGE CONDUIT O 3"GW I 3"GW BEVERAGE CONDUIT ;:, -1111,11,„ ,,. TERMINATION POINT. TERMINATION POINT. :::: : COORDINATE QTY., LOCATION I COORDINATE QTY., LOCATION i i ` AND REQUIREMENTS WITH G.C. AND REQUIREMENTS WITH G.C. :::: 1:1 : ° 3 : AND ARCH. 4"GW 1:1ARCH .. 1111.. ;: ,,,,,,,,,,,,,,,,,,,,,, ,,. 1111.,£ 111.1^ i• f ` `x I f``: .. ............ Q ..F..F., L � `2 �.� ��'Z 3 r f Sf ff � • , .. . w } t } C 3 E E i° " b 11.1 .' s' s .. :: ; r 1.1.1....,1., „ ; t t i m„S t" S vy`s,,vt 1111.. y f (' t?` ..: , ::: , ;3 1111. ^. i \`'+,\ .. ,,` :. :n e f : ' r : 4 .......................................................; u . .............. .............................E : s Er : 1 111.. . ............................... 't M.. 1111... 1111.. I •, AAV ..11.11.. ........... ..1 4"G ............. .....111 , W .. r ..# E; �; 4 feu€; i ' w. :s , I OW �,aa" �t O O (airy_ ,lplyll _ =i:,:... •,S,:T.`�t,'t t +V. • S �4"GW O FD -1 D 4"GW I 'Qf " MW -,/ ', ,`,`\ i�z , , xx i x xt a . 111 -1111111111 , C' . :a _ „ WASTE/VENTPLAN H SCALE:1/4" =1, off GREASE., HASTE. I E=2 v, 2 O f= 41�.. S %�pss! 1111.. , 1111. .....s.ta .. cttttcm...... tuttttti[f...... <tu... I. v''vv:........: : ... P=2 , "x`t,I t,.; � i. 11 �: BEVERAGE CONDUIT V TERMINATION POINT. COORDINATE QTY., LOCATION AND REQUIREMENTS WITH G.C. AND ARCH. 6 ..11. ::::::.: . ` # , , _: ,z�; ,';" '' \' 3" HUB DRAIN. COORDIN'I ,' 4 LOCATION WITH G& AND ': , ARCH. I j \ ............................ ..................................................................... ......... s t t ... elevation ' PROJECT: 0 0 L cn um0 W_ U) a) E > 0 0 I� - t�mi i .O (D .. !` SEAL: � T 70 N co M cr � 70 Jc CI) LL T co ( ) T /A Zti TODD S. WII.SON, Na 46727 REVISIONS: SHEET TITLE: WASTENENT PLAN DATA: PROJECT #: , i�... ,�»u . ,' ... ° ,. `• i^ � JH/KCN - V � 8111,,, , k n f u 4 ~ , N. ,, ,... . 1 ! s y z 11 .. . a. . - WRI pp�k, I s ,',� . .....'. .. I , . - ;� 11 N, � . ^� " , � ".1, P: • I . . �. i F t f E E.. ;3s f ,; 111". ,: +�..., y,.y r s y �C �£ s. . , , .. 1111 ,.w , i F ii %. k � 1111... ..,,,>,,, Ri ,.. ;: I . b',a•,' '•kiY Fk ..:..:......... x. qc •yam �i ; 'i.,. "/lll """ 0 13 /, 1,111, I 1111.. *a t�: ,� .. .--E �> ,n ...... , y, 1111, _.. ... 1111 , t, E+ ._.y . 0 0 L cn um0 W_ U) a) E > 0 0 I� - t�mi i .O (D .. !` SEAL: � T 70 N co M cr � 70 Jc CI) LL T co ( ) T /A Zti TODD S. WII.SON, Na 46727 REVISIONS: SHEET TITLE: WASTENENT PLAN DATA: PROJECT #: ' 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN - FILE: 14-119 CD SHEET #: KEYED PLUMBING NOTIES O REMOVE EXISTING WATER CLOSET AND INSTALL NEW P-1 WATER CLOSET. CONNECT TO EXISTING WASTE AND SUPPLY. 0 REMOVE EXISTING ADA WATER CLOSET AND INSTALL NEW P-2 ADA WATER CLOSET. CONNECT TO EXISTING WASTE AND SUPPLY. �3 REMOVE EXISTING WALL HUNG URINAL AND INSTALL NEW P-3 FLOOR MOUNTED URINAL. CONNECT NEW WASTE TO EXISTING STACK SERVING EXISTING URINAL BELOW FLOOR. MODIFY EXISTING SUPPLY AS REQUIRED TO CONNECT NEW FLUSH VALVE. ® REMOVE EXISTING WALL HUNG LAVATORY AND INSTALL NEW P-4 FLOOR MOUNTED LAVATORY. CONNECT TO EXISTING WASTE AND SUPPLIES. O REMOVE EXISTING COUNTER TOP LAVATORY AND REPLACE WITH NEW P-5 UNDERCOUNTER LAVATORY. CONNECT TO EXISTING WASTE AND SUPPLIES. © EXISTING HOT WATER HEATERS, MIXING VALVE AND RE—CIRCULATION PUMP ARE EXISTING TO REMAIN FOR REUSE. GAS PIPING LOAD & NOTES F1 3/4" QUICK CONNECT WITH FLEXIBLE HOSE CONNECTED TO PIZZA OVEN. 2 REQUIRED EACH OVEN. 320 CFH. F2 3/4" QUICK CONNECT WITH FLEXIBLE HOSE CONNECTED TO GRIDDLE. 120 CFH. ❑3 3/4" QUICK CONNECT WITH FLEXIBLE HOSE CONNECTED TO CONVECTION OVEN. 2 REQUIRED EACH OVEN. 100 CFH. ® EXISTING 199 CFH WATER HEATERS TO REMAIN FOR RE—USE. (2). TOTAL GAS LOAD: PIZZA OVENS 640 CFH GRIDDLE 120 CFH CONVECTION OVEN 100 CFH WATER HEATERS 398 CFH TOTAL 1258 CFH PIPE SIZE BASED ON FLORIDA FUEL GAS CODE 2010 TABLE 402.4(2). WATM&C"AS PLAN SCALE.1/4" =1`_'0" N elevation PROJECT: L_ 140— E E 0 CL E O C SEAL: 3 O N Ar 1 70 N w M as 70 co 0 .0 �� Ili O r 0 M C 00 TODD & VdMN, Na 46727 REVISIONS: SHEET TITLE: WATER & GAS PLAN DATA: PROJECT #: DATE: DRAWN BY: FILE: SHEET #: ■ P1.2 14-119 08.21.14 JH/KCN 14-119 CD ' s k 3 k ... - $ .. x f€ t ^<ivxfix�Eki a z 3 �s Ow L_ 140— E E 0 CL E O C SEAL: 3 O N Ar 1 70 N w M as 70 co 0 .0 �� Ili O r 0 M C 00 TODD & VdMN, Na 46727 REVISIONS: SHEET TITLE: WATER & GAS PLAN DATA: PROJECT #: DATE: DRAWN BY: FILE: SHEET #: ■ P1.2 14-119 08.21.14 JH/KCN 14-119 CD KEYED PLUMBING NOTES O REMOVE EXISTING FIXTURE, PATCH FLOOR. CAP BRANCH TO FIXTURE AT MAIN AS NOTED. PLUMBING LEGEND WASTE PIPING 08.21.14 VENT PIPING ----------- COLD WATER PIPING - HOT WATER PIPING -- -- -- HOT WATER RECIRC PIPING - - - - - - BALL VALVE V BALANCING VALVE l` - WASTE W VENT V VENT THRU ROOF VTR COLD WATER CW HOT WATER HW HOSE BIBB HB SOIL STACK SS WASTE STACK WS PLUMBING DEMO PLAN. N SCALE 1/4.=P-0. PLUMBING DEMOLITION NOTES: 1. EXISTING UNDERGROUND SHOWN IS TAKEN FROM PREVIOUS TENANTS ORIGINAL CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL VERIFY LOCATIONS PRIOR TO SLAB CUTTING. NEW EQUIPMENT IS REMOVED FOR CLARITY PURPOSES. 2. EXISTING RESTROOMS ARE EXISTING TO REMAIN WITH EXISTING LAYOUT. REMOVE EXISTING FIXTURES TO ALLOW INSTALLATION OF NEW FIXTURES AS CALLED OUT ON OTHER PLUMBING DRAWINGS. 3. EXISTING GAS WATER HEATERS ARE TO REMAIN FOR REUSE. 4. CONTRACTOR SHALL ROD OUT EXISTING SANITARY AND GREASE WASTE PIPING FROM MOST UPSTREAM CLEAN OUT TO VERIFY PROPER DRAINAGE AND FLOW. elevation PROJECT: SEAL: so ► 1 T- 70 70 N cz M Ir M It 5 - CZ 0 CI) LL Cr ' L- 0 O r � M CO U) TODD S. WII.SON, Na 46727 REVISIONS: SHEET TITLE: PLUMBING DEMO PLAN DATA: PROJECT #: f ^^k .. . � � 08.21.14 i 45/' , •' / 14-119 CD V 4 \ ns t \ 9 :� f� tit• ^ f.�'T .. n ^ '4 ^^'Fn• i N � /� w ... 'YQ*aw`•,. y ..y� F-1 BVI h r£• IO^ � SEAL: so ► 1 T- 70 70 N cz M Ir M It 5 - CZ 0 CI) LL Cr ' L- 0 O r � M CO U) TODD S. WII.SON, Na 46727 REVISIONS: SHEET TITLE: PLUMBING DEMO PLAN DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: PD1 00 A - AFi ^ I t[,,. 1. tt - CLtI. 1Kik., lL t:N101N==N NQTE; 1. FURNISH AND INSTALL FUSES IN ALL FLUORESCENT & HID FIXTURES IF REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTICIN. CL 0 LIGHTING FIXTURE SCHEDULE 'I'YYLL IANUleAC111KI R C'Akl'ALOG NO. MOUNTING VOLT' L•AmR REMARKS SLLLC'TTON 2X4 FLUORESCENT FIXTURE WITH A DAYBRITE 2TG8-232-120-1/2EB LAY -IN GRID 120 (2) F32 T8 ACRYLIC LENS EE 2X2 FLUORESCENT FIXTURE WITH EE B DAYBRITE 2TG8-217-120-1/2EB LAY -IN GRID 120 (2) F17 n ACRYLIC LENS 8" DIAMETER LED DIMMABLE EE C INTENSE LIGHTING RPS-1300-30B-LUTI-IC632-C-SFW-CR CEILING RECESSED 120 22W LED DOWNLIGHT WITH LENS 6" DIAMETER LED DIMMABLE EE D OMEGA 0M6LED-20-120-DL-R8LED-30K-WH CEILING RECESSED 120 20W LED DOW NLIGHT GTL-8038LEM-B-LT SERIES TRACK WITH COORDINATE EXACT 11W PAR38 BLACK TRACK WITH BLACK LED F CQNTECH LIGHTING 3 AMP LIMITER MOUNTING HEIGHT 120 LED HEADS (QTY, OF HEADS SHOWN) A WITH ARCH. DWGS. EXTERIOR RATED INCANDESCENT G TO BE DETERMINED NIA CEILING SURFACE 120 100W MAX DOW NLIGHT A COORDINATE EXACT EXTERIOR GRADE STRING GLOBE H TO BE DETERMINED NIA MOUNTING WITH 120 360W MAX LIGHTS A ARCH. DWGS. J TIVOLI TIVOTAPE HO 4.4 OUTDOOR COORDINATE EXACT 120 300W MAX EXTERIOR GRADE LED COVE LIGHT A WITH ARCH, DWGS, MOUNTED TIO TOP AND BOTTOM K TO BE DETERMINED CONTRACTOR TO PROVIDE MATERIAL CEILING SURFACE 120 100W MAX PENDANT LIGHT A ONLY ALLOWANCE OF $1000.00 L HUNTER 52" FIVE MINUTE FAN PENDANT MOUNTED 120 10OW MAX EXTERIOR GRADE CEILING FAN A P TO BE DETERMINED CONTRACTOR TO PROVIDE MATERIAL CEILING SURFACE 120 60OW MAX PENDANT LIGHT A ONLY ALLOWANCE OF $2500.00 SURFACE WALL OR 2 HEAD BLACK EMERGENCY LIGHT EM BEGHELLI XLPS2-BLACK PENDANT MOUNTED 120 (2) 9W WITH BATTERY BACKUP EE TO DECK WALL SURFACE 120 LED BLACK EXIT SIGN WITH BATTERY EE X BEGHELLI VA+4-R SA -BLACK OVER DOOR BACKUP A - AFi ^ I t[,,. 1. tt - CLtI. 1Kik., lL t:N101N==N NQTE; 1. FURNISH AND INSTALL FUSES IN ALL FLUORESCENT & HID FIXTURES IF REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTICIN. CL 0 VERIFY TYPE WITH ARCHITECT PRIOR TO INSTALLATION. COORDINATE COLOR WITH ARCHITECT. SWITCH/DIMMER BANK DIAGRAM SCALE: NTS LIGHTINGPLAN n, SCALE.1/8" =1',�0" GENERAL NOTES: 1. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 2. CONNECT ALL EXIT SIGNS, EGRESS FIXTURES, AND NIGHT LIGHTS ON THE UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT SHOWN. 3. UPPER CASE LETTERS INDICATE FIXTURE TYPES. LOWER CASE LETTERS INDICATE CONTROL GROUPS. 4. DIMMER SWITCHES FOR ANY DIMMABLE LED FIXTURES SHALL BE LED DIMMERS COMPATIBLE WITH ASSOCIATED FIXTURES. 5. FIELD VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF OCCUPANCY SENSORS TO MAXIMIZE RANGE AND EFFECTIVENESS. 6. ALL FIXTURES IN KITCHEN, PREP, AND SERVING AREA SHALL HAVE A FULL LENS OR EQUIPPED WITH SHATTER -PROOF LAMPS. 7. ALL EQUIPMENT SHOWN IS NEW UNLESS OTHERWISE NOTED. 8. MAINTAIN POWER AND CONTROL TO ALL EXTERIOR SITE LIGHTING POLES. 0 LIGHTING NOTES 1. POWER PACK FOR DESIGNATED BRANCH CIRCUIT, SENSORSWITCH # PP -20-2P. ALL POWER PACKS WILL BE CONTROLLED BY ALL LOW VOLTAGE OCCUPANCY SENSORS DESIGNATED BY HEX NOTE #2. PROVIDE MANUAL OFF SWITCH/DIMMER (LOCATED AT SWITCH/DIMMER BANK) BETWEEN POWER PACK AND LOAD FOR DESIGNATED CONTROL GROUP. 2. LOW VOLTAGE CEILING MOUNTED EXTENDED RANGE PASSIVE DUAL TECHNOLOGY LIGHTING OCCUPANCY SENSOR, SENSORSWITCH # CM -PDT -10. THIS OCCUPANCY SENSOR SHALL CONTROL ALL POWER PACKS. WIRE ADDITIONAL SENSORS IN PARALLEL. 3. SWITCH/DIMMER BANK LOCATION. ALL SWITCHES/DIMMERS ARE MANUAL OFF. 4. SIGN CIRCUITS. CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. CONTRACTOR TO ROUTE CIRCUITS THROUGH CONTRACTOR PROVIDED PHOTOCELL FOR DUSK TO DAWN OPERATION. CONTRACTOR TO COORDINATE FINAL LOCATION WITH ARCHITECT AND SIGNAGE CONTRACTOR. 5. LINE VOLTAGE CEILING MOUNTED STANDARD RANGE PASSIVE DUAL TECHNOLOGY LIGHTING OCCUPANCY SENSOR. SENSORSWITCH # CMR -PDT -9. WHERE A MANUAL OFF SWITCH IS PROVIDED, WIRE THE SWITCH BETWEEN THE SENSOR AND THE LOAD. WHERE MORE THAN (1) SENSOR IS REQUIRED FOR COVERAGE, WIRE THE SENSORS IN PARALLEL. 6. CEILING MOUNTED RECEPTACLE FOR CEILING HUNG LIGHT FIXTURE. 7. LIGHTING SUPPLIED BY COOLER SUPPLIER, INSTALLED BY ELECTRICAL CONTRACTOR. 8. ROUTE CIRCUIT VIA NEW PHOTOCELL WITH NEW TIMECLOCK OVERRIDE 'OFF'. MANUFACTURERS: INTERMATIC OR TORK. 9. RECEPTACLE IN TOP OF 54" MILLWORK FOR LIGHTING SCULPTURAL ELEMENT. ROUTE CIRCUIT VIA FLOOR BOX, SEE SHEET E3.0. 10. ROUTE CIRCUIT VIA 6 -POLE CONTACTOR. CONTACTOR SHALL BE CONTROL BY DEDICATED OCCUPANCY SENSOR RELAY WITH SWITCH OVERRIDE "OFF". 11. CONTRACTOR TO MAINTAIN POWER TO EXISTING EXTERIOR LIGHT FIXTURE AND ROUTE CIRCUIT THROUGH CONTRACTOR PROVIDED PHOTOCELL FOR DUSK TO DAWN OPERATION. 12. FIXTURE SHALL BE SUSPENDED FROM CEILING ABOVE. MOUNT TO OUTLET BOX PROPERLY SUPPORTED TO CEILING. COORDINATE M.H. WITH ARCHITECT. 13 RECESSED OUTLET BOX AND CONNECTION TO LIGHTED LETTERS AS PART OF ART PACKAGE. IN ME N2 elevation ' PROJECT: 0 0 cn 1.0 coN E N O 1-0 C_ E- O CD 0 c: SEAL: T N ca M O cz CIO 0 �ILL Z O L' TMM J T� JOSEPH A GIRGENTL 'No. 68.392 REVISIONS: SHEET TITLE: LIGHTING PLAN DATA: PROJECT M 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: E1.0 MINNOW. VERIFY TYPE WITH ARCHITECT PRIOR TO INSTALLATION. COORDINATE COLOR WITH ARCHITECT. SWITCH/DIMMER BANK DIAGRAM SCALE: NTS LIGHTINGPLAN n, SCALE.1/8" =1',�0" GENERAL NOTES: 1. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 2. CONNECT ALL EXIT SIGNS, EGRESS FIXTURES, AND NIGHT LIGHTS ON THE UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT SHOWN. 3. UPPER CASE LETTERS INDICATE FIXTURE TYPES. LOWER CASE LETTERS INDICATE CONTROL GROUPS. 4. DIMMER SWITCHES FOR ANY DIMMABLE LED FIXTURES SHALL BE LED DIMMERS COMPATIBLE WITH ASSOCIATED FIXTURES. 5. FIELD VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF OCCUPANCY SENSORS TO MAXIMIZE RANGE AND EFFECTIVENESS. 6. ALL FIXTURES IN KITCHEN, PREP, AND SERVING AREA SHALL HAVE A FULL LENS OR EQUIPPED WITH SHATTER -PROOF LAMPS. 7. ALL EQUIPMENT SHOWN IS NEW UNLESS OTHERWISE NOTED. 8. MAINTAIN POWER AND CONTROL TO ALL EXTERIOR SITE LIGHTING POLES. 0 LIGHTING NOTES 1. POWER PACK FOR DESIGNATED BRANCH CIRCUIT, SENSORSWITCH # PP -20-2P. ALL POWER PACKS WILL BE CONTROLLED BY ALL LOW VOLTAGE OCCUPANCY SENSORS DESIGNATED BY HEX NOTE #2. PROVIDE MANUAL OFF SWITCH/DIMMER (LOCATED AT SWITCH/DIMMER BANK) BETWEEN POWER PACK AND LOAD FOR DESIGNATED CONTROL GROUP. 2. LOW VOLTAGE CEILING MOUNTED EXTENDED RANGE PASSIVE DUAL TECHNOLOGY LIGHTING OCCUPANCY SENSOR, SENSORSWITCH # CM -PDT -10. THIS OCCUPANCY SENSOR SHALL CONTROL ALL POWER PACKS. WIRE ADDITIONAL SENSORS IN PARALLEL. 3. SWITCH/DIMMER BANK LOCATION. ALL SWITCHES/DIMMERS ARE MANUAL OFF. 4. SIGN CIRCUITS. CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. CONTRACTOR TO ROUTE CIRCUITS THROUGH CONTRACTOR PROVIDED PHOTOCELL FOR DUSK TO DAWN OPERATION. CONTRACTOR TO COORDINATE FINAL LOCATION WITH ARCHITECT AND SIGNAGE CONTRACTOR. 5. LINE VOLTAGE CEILING MOUNTED STANDARD RANGE PASSIVE DUAL TECHNOLOGY LIGHTING OCCUPANCY SENSOR. SENSORSWITCH # CMR -PDT -9. WHERE A MANUAL OFF SWITCH IS PROVIDED, WIRE THE SWITCH BETWEEN THE SENSOR AND THE LOAD. WHERE MORE THAN (1) SENSOR IS REQUIRED FOR COVERAGE, WIRE THE SENSORS IN PARALLEL. 6. CEILING MOUNTED RECEPTACLE FOR CEILING HUNG LIGHT FIXTURE. 7. LIGHTING SUPPLIED BY COOLER SUPPLIER, INSTALLED BY ELECTRICAL CONTRACTOR. 8. ROUTE CIRCUIT VIA NEW PHOTOCELL WITH NEW TIMECLOCK OVERRIDE 'OFF'. MANUFACTURERS: INTERMATIC OR TORK. 9. RECEPTACLE IN TOP OF 54" MILLWORK FOR LIGHTING SCULPTURAL ELEMENT. ROUTE CIRCUIT VIA FLOOR BOX, SEE SHEET E3.0. 10. ROUTE CIRCUIT VIA 6 -POLE CONTACTOR. CONTACTOR SHALL BE CONTROL BY DEDICATED OCCUPANCY SENSOR RELAY WITH SWITCH OVERRIDE "OFF". 11. CONTRACTOR TO MAINTAIN POWER TO EXISTING EXTERIOR LIGHT FIXTURE AND ROUTE CIRCUIT THROUGH CONTRACTOR PROVIDED PHOTOCELL FOR DUSK TO DAWN OPERATION. 12. FIXTURE SHALL BE SUSPENDED FROM CEILING ABOVE. MOUNT TO OUTLET BOX PROPERLY SUPPORTED TO CEILING. COORDINATE M.H. WITH ARCHITECT. 13 RECESSED OUTLET BOX AND CONNECTION TO LIGHTED LETTERS AS PART OF ART PACKAGE. IN ME N2 elevation ' PROJECT: 0 0 cn 1.0 coN E N O 1-0 C_ E- O CD 0 c: SEAL: T N ca M O cz CIO 0 �ILL Z O L' TMM J T� JOSEPH A GIRGENTL 'No. 68.392 REVISIONS: SHEET TITLE: LIGHTING PLAN DATA: PROJECT M 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: E1.0 KITCHENT EQUIPMENT I'.AC: VC}. UL'•SCRIP'l1C)Iti LLL•:C'IlklCAL 'VOL'I:� PHASE C'11ARAC'lL•RISTIC.S KW HP FLA CIRCUIT DLSl[;NA'll0N 1SRL..kKL R AMPS POLES FELDL It EQUIP. GROLM1'U COM1'ULI'1' CC]M1'M1'L•C'1'LC)N'l'YPL ROUGH -11 Al' l' REMARKS E -1A WALK-IN COOLER ACCESSORIES 120 1 10.0 A-7 20 1 (2)#12 #12 112" 20A. TOGGLE DFA E -1B WALK-IN COOLER CONDENSING UN IT 208 3 11.3 A-1,3,5 20 3 (3)#12 #12 314" NEMA 3R, 30A. -3P. FUSIBLE VRF NOTE 2 E -IC EAD WALK-IN COOLER EVAPORATING COIL WALK-IN FREEZER ACCESSORIES 120 120 1 1 1,8 10.0 A-9 A-11 20 20 1 1 (2)#12 (2 )012 #12 012 112" 1/2" NEMA 1, 30A. -2P. 20A. TOGGLE DFA DFA E-1 E WALK-IN FREEZER CONDENSING UNIT 208 3 14.4 D-38,40,42 20 3 (3)#12 #12 314" NEMA 3R, 30A. -3P. FUSIBLE VRF NOTE 2 E-1 F WALK -I N FREEZER EVAPORATING COIL 208 1 11.7 D-8.10 15 2 2412 #12 1/2" NEMA 1. 30A. -2P. DFA E -1.1A E-1.1 B WALK-IN BEER COOLER ACCESSORIES WALK-IN BEER COOLER CONDENSING UNIT 120 208 1 3 10.0 9.4 A-13 D-19,21,23 20 20 1 3 (2)#12 (3)#12 #12 #12 1/2" 314" 20A, TOGGLE NEMA 3R, 30A. -3P. FUSIBLE DFA VRF NOTE 2 E -1.1C WALK-IN BEER COOLER EVAPORATING COIL 208 1 15.7 D-12,14 20 2 (2 )912 #12 112" NEMA 1; 30A. -2P. DFA E-14 SLICER. FOOD MANUAL 120 1 2.5 A-19 20 1 2412 012 112" GFI DUPLEX RECEPTACLE 48" E-26 DISH MACHINE 208 3 46,8 MDP -26,28,30 60 3 (3)#6 010 1 1/4" NEMA 4X; 60A. -3P. 60" E-27 CONDENSATE HOOD/FAN 120 1 4.1 A-23 20 1 (2)#12 #12 112" 20A. MOTOR RATED TOGGLE VRF E -27A CONDENSATE HOOD ACCESSORIES 120 1 10.0 A-25 20 1 (2 412 #12 1/2" 20A. TOGGLE VRF E-31 E-34 HOT WATER HEATER ICE MACHINE 120 208 1 1 0.2 23.4 A-4 A-15,17 20 30 1 2 (2412 (2 )910 #12 #10 1/2" 112" 20A, TOGGLE NEMA 1; 30A. -2P. VRF 84" E -34A ICE MAKER CONDENSER 208 1 1.3 NOTE 1 WA NIA (2 410 #10 314" NEMA 3R, 30A. -2P. FUSIBLE VRF NOTE 2 E-35 BAG -IN BOX SYSTEM 120 1 15.0 A-6 20 1 2)012 #12 1 1/2" 20A. TOGGLE 90" E-39 E-46 NITROGEN BLENDER EXHAUST HOOD/FAN 120 208 1 3 20,0 5.7 A-8 D-25,27,29 20 15 1 3 (2)#12 (3 )912 #12 012 1/2" 112" 20A, TOGGLE NEMA 3R, 30A. -3P. FUSIBLE 48" VRF NOTE 2 E -46A EXHAUST HOOD ACCESSORIES 120 1 10.0 A-10 20 1 (2)#12 012 1/2" DIRECT TO HOOD CONT. PNL. VRF E-46 1A EXHAUST HOOD/FAN 208 3 2.7 D-31,33,35 15 3 (3 412 #12 1/2" NEMA 3R, 30A. -3P. FUSIBLE VRF NOTE 2 E -46.1A EXHAUST HOOD ACCESSORIES 120 1 10.0 A-12 20 1 (2)#12 #12 112" DIRECTTO HOOD CONT. PNL, VRF E-46.2 MAKE-UP AIR HEATED & COOLED 208 3 6.2 D-37,39,41 15 3 (3)#12 #12 112" NEMA 3R, 30A. -3P. FUSIBLE VRF NOTE 2 E -46.2A CONDENSER A 208 3 14.5 MDP -14,16,18 20 3 (3)#12 #12 314" NEMA 3R, 30A. -3P. FUSIBLE VRF NOTE 2 E-46.28 lCONDENSER B 208 3 21.4 MDP -13.15,17 30 3 (3 410 #10 314" NEMA 3R. 30A, -3P. FUSIBLE VRF NOTE 2 E-48 REFRIGERATED COUNTER, SANDWICH UNIT 120 1 12.0 A-14 20 1 (2 )012 #12 112" 20A. GFI DUPLEX RECEPTACLE 44" E-49 CONVENTION OVEN. GAS TOP & BOTTOM 120 1 12.0 C-4 20 1 (2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE 36" 154" E-50 REFRIGERATED COUNTER. SANDWICH UNIT 120 1 12.0 A-16 20 1 2412 #12 1/2" 20A. GFI DUPLEX RECEPTACLE 44" E-52 E-53 HOT FOOD WELL - DROP-IN 72" REFRIGERATED PIZZA PREP TABLE 120 120 1 1 12.5 14.0 A-18 A-26 20 20 1 1 (2)#12 (2 112 #12 #12 112" 1/2" 20A, GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE 24" 44" E-54 114" REFRIGERATED PIZZA PREP TABLE 120 1 16.0 A-28 20 1 (2)#12 #12 1/2" 20A. GFI DUPLEX RECEPTACLE 44" E-58 FOOD WARMER, COUNTER 120 1 8.3 A-30 20 1 2412 #12 112" 20A. GFI DUPLEX RECEPTACLE 48" NOTE 3 E-60 E-61 MICROWAVE OVEN REFRIGERATOR; REACH -IN 120 120 1 1 17,3 8.0 A-32 A-40 20 20 1 1 (2)#12 (2)#1 2 012 012 112" 112" 20A, GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE 24" 48" NOTE 3 E -63A SODA DISPENSER 120 1 12.0 A-2 20 1 (2 )912 #12 112" 20A. GFI DUPLEX RECEPTACLE 12" E-638 SODA DISPENSER 120 1 12,0 A-42 20 1 (2 412 #12 112" 20A, GFI DUPLEX RECEPTACLE 12" E -63,1A PUMP DECK 120 1 6.3 A-35 20 1 (2 )012 #12 112" 20A, GFI DUPLEX RECEPTACLE 12" E -83.1B PUMP DECK 120 1 6.3 A-37 20 1 (2)#12 012 112" 20A. GFI DUPLEX RECEPTACLE 12" E -65A ICED TEA MAKER 120 1 14.2 A-39 20 1 (2 )012 #12 112" 20A. GFI DUPLEX RECEPTACLE 48" E-658 E-67 ICED TEA MAKER REACH -IN UNDERCOUNTER REFRIGERATOR 120 120 1 1 14.2 4.0 A-41 A-20 20 20 1 1 (2412 (2)#12 #12 #12 1/2" 112" 20A, GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE 48" 12" E -70A POS 120 1 5.0 B-17 20 1 (211#12 #12 112" 20A. GFI DUPLEX RECEPTACLE VRF E -70B POS 120 1 5.0 TIE 8-17 20 1 2)012 #12 112" 20A. GFI DUPLEX RECEPTACLE VRF NOTE 4 E-700 E -70D POS POS 120 120 1 1 5.0 5.0 TIE B-17 B-19 20 20 1 1 (2)#12 (2)#12 012 012 112" 1/2" 20A, GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE VRF VRF E -70E POS 120 1 5.4 1 TIE B-19 20 1 (2 )612 #12 1/2" 20A. GFI DUPLEX RECEPTACLE VRF E -70F POS 120 1 5.0 TIE 8-19 20 1 (2 412 #12 112" 20A, GFI DUPLEX RECEPTAC E VRF E -70G POS 120 1 5.0 B-21 20 1 (2)#12 #12 11Z" 20A, GFI DUPLEX RECEPTACLE VRF E -70H POS 120 1 5.0 TIE B-21 20 1 (2)#12 #12 1/2" 20A. GFI DUPLEX RECEPTACLE VRF E-701 POS 120 1 5.0 TIE B-21 20 1 2412 012 1/211 20A. GFI DUPLEX RECEPTACLE VRF E -70J E -70K POS PDS 120 120 1 1 5.0 5.0 B-23 TIE B-23 20 20 1 1 (2412 (2 )912 #12 1 #12 1/2" 112" 20A, GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE VRF VRF E -70L PDS 120 1 5.0 TIE B-23 20 1 (2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE VRF NOTE 4 E -70M POS 120 1 5.0 TIE B-23 20 1 2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE VRF E -63A E-638 UNDERBARD BLENDER STATION UNDERBARD BLENDER STATION 120 120 1 1 15.0 15.0 A-22 A-24 20 20 1 1 (2)#12 (2 11912 012 #12 112" 112" 20A. GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE VRF VRF E -B4 REACH -IN MUG FROSTER 120 1 6.1 A-27 20 1 (2 412 #12 112" 20A. GFI DUPLEX RECEPTACLE VRF E-85 BACK BAR COOLER 120 1 6.5 A-29 20 1 (2 412 #12 112" 20A. GFI DUPLEX RECEPTACLE FLR E-68 BEER SYSTEM POWER PACK 208 1 11.0 D-16,18 20 2 (2 )912 #12 112" NEMA 6-15P RECEPTACLE 36" E -B11 UNDERCOUNTER GLASS WASHER 120 1 3.5 A-31 20 1 (2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE VRF DCO -1A DUPLEX CONVENIENCE OUTLET 120 1 20.0 B-25 20 1 (2)#12 #12 1/2" 20A. GFI DUPLEX RECEPTACLE 48" DCO.10 DCO­lC DUPLEX CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET 120 120 1 1 20,0 20.0 TIE 8-25 TIE B-25 20 20 1 1 (2412 (2 )912 #12 #12 1/2" 112" 20A, GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE 48" 48" DCCT -1D DUPLEX CONVENIENCE OUTLET 120 1 20.0 B-27 20 1 (2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE 48" DCO -1 E DUPLEX CONVENIENCE OUTLET 120 1 20.0 TIE B-27 20 1 2)012 #12 1/2" 20A. GFI DUPLEX RECEPTACLE 48" NOTE 4 DCCT -1F DCO-lG DUPLEX CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET 120 120 1 1 20,0 20.0 TIE B-27 TIE B-27 20 20 1 1 (2)#12 (2 412 012 #12 112" 1/2" 20A, GFI DUPLEX RECEPTACLE 20A. GFI DUPLEX RECEPTACLE 48" 48" NOTE 4 DCO -2A DUPLEX CONVENIENCE OUTLET 120 1 20.0 B-29 20 1 (2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE 44" DCO -213 DUPLEX CONVENIENCE OUTLET 120 1 20.0 TIE B-29 20 1 2)012 #12 112" 20A. GFI DUPLEX RECEPTACLE 44" DCO -2C DUPLEX CONVENIENCE OUTLET 120 1 20,0 TIE B-29 20 1 (2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE 44" DCO -3A DUPLEX CONVENIENCE OUTLET 120 1 20.0 B-31 20 1 (2)#12 #12 112" 20A. GFI DUPLEX RECEPTACLE 39" DCO -3B DUPLEX CONVENIENCE OUTLET 120 1 20.0 TIE 8-31 20 1 (2 )612 #12 1/2" 20A. GFI DUPLEX RECEPTACLE 39" DCO -3C DUPLEX CONVENIENCE OUTLET 120 1 20.0 TIE 8-31 20 1 (2)#12 #12 112" 20A, GFI DUPLEX RECEPTACLE 39" NOTES:f (B) = +4,11' ,< 1.NIT FED FROM ICE MACHINE. ' U O C G j 2. FUSE DISCONNECT PER UNIT MOCP OR MFS, t f; 3. PROVIDE AND INSTALL SHUNT -TRIP CIRCUITTO SHUT DOWN UNIT UPON ANSUL SYSTEM ACTIVATION. SEE GENERAL NOTE THIS SHEET. ti d. RECEPTACLE TO BE FED FROM FLOOR BOX. ` 0 0 I ELECTRICALL'I"00D SERVICE PLAN 0O O O E 1 _4:.2 _�..... 0 ELECTRICAL NOTES. 1. CONTRACTOR SHALL PROVIDE WP/GFI RECEPTACLE WITHIN 25FT OF NEW CONDENSING UNITS. CONNECT TO NEAREST EXISTING RECEPTACLE CIRCUIT. ..................................................................... a i .• P ! ff G L DCO -1 (G) 1. SEE CAPTIVEAIRE HOOD DRAWINGS FOR ALL REQUIRED CONNECTIONS BY ELECTRICAL CONTRACTOR (E.C.). ALL HOOD/FAN ELECTRICAL CONNECTIONS AND INTERCONNECTIONS TO BE PROVIDED AND INSTALLED BY E.C. E.C. TO PROVIDE, INSTALL, AND LAND WIRING BETWEEN HOODLIGHTS, HOOD TEMPERATURE PROBES, REMOTE ANSUL SYSTEM MICROSWITCHES, AND ANY OTHER COMPONENT REQUIRING AN ELECTRICAL CONNECTION TO THE CAPTIVEAIRE ELECTRICAL (PRE -WIRE) PACKAGE. 2. ALL EQUIPMENT UNDER HOOD SHALL BE FED FROM PANEL 'C'. A SHUNT TRIP TYPE BREAKER MOUNTED IN PANEL 'MDF' FEEDS PANEL 'C' AND SHALL BE TRIPPED UPON ACTIVATION OF ANSUL SYSTEM. 3. E.C. TO PROVIDE AND INSTALL LAMPS IN HOOD FIXTURES. 4. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 5. ALL EQUIPMENT SHOWN IS NEW UNLESS OTHERWISE NOTED. elevation PROJECT: 0 0 cn i Or CD � � N Co co CD cr co O 0 0 s E (DO cr) c: c�+c e�c/o� T VJ SEAL: SHEET TITLE: � ELECTRICAL FOOD SERVICE PLAN DATA: PROJECT #: DATE: DRAWN BY: FILE: SHEET #: ■ E2.0 14-119 08.21.14 JH/KCN 14-119 CD RATED THRU WALL PIPE PENETRATION NTS SYSTEM N0. WL1001 CCl17I nk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ormerly System No. 147) F Ratings- 1, 2, 3 and 4 Hr (See items 2 and 3) T Ratings- 0,1, 2, 3, and 4 Hr ( See item 3) L Rating At Ambient- less than 1 CFM/sq ft L Rating At 400 F- less than 1 OR 2 1 CFM/sq ft CCl17I nk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to 3/16 1 OR 2 0+, 1 OR 2 1 1/4 to 1/2 3 OR 4 3 OR 4 4 0 to 1/4 1 OR 2 0 4 0 to 1-1/2# 1 OR 2 0 6 1/4 to 1/2 3 OR 4 0 12 3/16 to 3/8 1 OR 2 0 + WHEN COPPER PIPE IS USED, T RATING IS 0 H. # 0 TO 1 1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 WB+ CAULK IS USED AND ONLY WHEN THE MIN. THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR I HR FIRE RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. * BEARING THE UL CLASSIFICATION MARKING. RATED FLOOR PIPE PENETRATION NTS SYSTEM NO. CAJ5034 F RATINGS -2 & 3 HR (SEE ITEMS 1 & 4) T RATINGS -2 HR SECTION A -A 1. FLOOR OR WALL ASSEMBLY - MINIMUM 4-1/2" OR MINIMUM 7-1/2" THICK REINFORCED NORMAL WEIGHT (150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. F RATING IS 2 HR FOR FLOOR OR WALL ASSEMBLIES LESS THAN 7-1/2" THICK AND 3 HR WHEN 7-1/2" THICK OR GREATER. MAXIMUM DIAMETER OF OPENING IS 6-1/2". SEE CONCRETE BLOCKS* (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. THROUGH PENETRANTS - ONE METALLIC PIPE OR CONDUIT TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES AND CONDUITS MAY BE USED: A. STEEL PIPE - NOMINAL 4" DIAMETER (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOMINAL 4" DIAMETER (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING - NOMINAL 4" DIAMETER (OR SMALLER) TYPE M (OR HEAVIER) COPPER TUBING. 3. PIPE COVERING* - NOMINAL 1" THICK HOLLOW CYLINDRICAL UNFACED MINERAL FIBER UNITS NIN. 7.0 pcf) SHALL BE INSTALLED AROUND THE OUTER CIRCUMFERENCE OF PENETRATING I IEM AND SECURED WITH MIN 8 AWG STEEL TIE WIRE SPACED MIN 12 IN OC. OWENS CORNING - PAROC 1200 3A. SHEATHING MATERIAL (NOT SHOWN) -- FOIL SCRIM KRAFT JACKET MATERIAL SHALL BE WRAPPED AROUND THE OUTER CIRCUMFERENCE OF THE PIPE COVERING MATERIAL (ITEM 3) KRAFT FACING EXPOSED. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS. SEE SHEATHING MATERIAL (BVDV) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURES. ANY SHEATHING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATIONS MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED. 4. FILL, VOID, OR CAVITY MATERIAL* - MORTAR - APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. CEMENTITIOUS MORTAR MIXED WITH WATER IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. MINIMUM MORTAR THICKNESS FOR A 2 OR 3 HR F RATING IS 4-1/2" OR 7-1/2" RESPECTIVELY. INSTANT FIRESTOP CONTRACTING LTD - TYPE C-1000 *BEARING THE UL CLASSIFICATION MARKING REMOTE HORN, ALARM/ TROUBLE/POWER VISUAL INDICATION AND KEY SWITCH, SYSTEM SENSOR #SSK451. RECESS MOUNT IN WALL AT 48" TO CENTERLINE. INSTALL IN NORMALLY OCCUPIED AREA, COORDINATE WITH ARCHITECT. (TYPICAL). GENERAL ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING JOB SITE CONDITIONS DURING THE BIDDING PERIOD TO OBTAIN THE SCOPE OF ELECTRICAL WORK INVOLVED AS A RESULT OF ARCHITECTURAL MODIFICATIONS TO THE EXISTING STRUCTURE. THE SCOPE OF WORK SHALL INCLUDE MATERIALS AND OUTLETS CONSISTING OF FIXTURES, DEVICES, EQUIPMENT OR APPARATUS WHICH MUST BE ROUTED, RELOCATED, OR REMOVED EITHER TEMPORARILY OR PERMANENTLY, OR WHICH MUST BE PROVIDED SO THAT THE INDICATED REMODELING MAY BE ACCOMPLISHED. 2. RE-ESTABLISH SERVICE TO ALL OUTLETS THAT MAY BE INTERRUPTED BECAUSE OF REMODELING WORK. 3. PROVIDE ALL APPURTENANCES REQUIRED TO REROUTE, RELOCATE, REMOVE, OR REINSTALL ALL ITEMS DESCRIBED IN THESE NOTES. 4. RETAIN ALL MATERIALS BEING REMOVED AND NOTIFY BUILDING MANAGER FOR DIRECTION AS TO MATERIALS TO BE SAVED OR DISCARDED. DELIVER THOSE MATERIALS TO BE SAVED TO THE LOCATION ON THE PREMISES AS DIRECTED BY THE BUILDING MANAGER. 5. REFER TO ARCHITECTURAL/INTERIOR DRAWINGS FOR EXACT LOCATIONS OF LIGHTING FIXTURES AND OUTLETS. ALL WALL POWER AND TELEPHONE OUTLETS SHALL BE MOUNTED AT 16" A.F.F. AND ALL LIGHT AND DIMMER SWITCHES SHALL BE MOUNTED AT 48" A.F.F. EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. DIMENSIONS NOTED ON ARCHITECTURAL/INTERIOR DESIGNER'S DRAWINGS SHALL PREVAIL. 6. NEW EXIT LIGHT FIXTURES SHALL MATCH EXISTING EXIT LIGHT FIXTURE IN SAME AREA. 7. CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT NEW BATTERY BACK-UP (MINIMUM 1100 LUMEN) IN EXISTING RELOCATED LIGHT FIXTURES FOR EMERGENCY LIGHTING, MINIMUM 1.5 HR. OF BACK-UP. (TYPICAL FOR ALL NON -GENERATOR BACK-UP SYSTEMS.) 8. CONTRACTOR MAY COMBINE WIRES IN ONE CONDUIT FOR CONVENIENCE OF INSTALLATION, PROVIDED ALL THE REQUIREMENTS OF THE N.E.C. ARE OBSERVED. 9. ALL ELECTRICAL EQUIPMENT IS SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS ARE TO BE DETERMINED IN THE FIELD AVOIDING INTERFERENCES. 10. THE INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND ALL REQUIREMENTS OF THE LATEST EDITION OF THE N.E.C., OSHA, STATE AND LOCAL CODES. - FLORIDA BUILDING CODE 2007 - NFPA 70 NATIONAL ELECTRIC CODE 2008 - NFPA 72 NATIONAL FIRE ALARM CODE 2007 - NFPA 101 LIFE SAFETY CODE 2006 11. ALL WIRE, CONDUIT AND BREAKERS SHALL BE #12 COPPER WIRE (THHN OR THWN). 1/2" CONDUIT AND 20 AMP SINGLE POLE BREAKERS UNLESS OTHERWISE NOTED. (TYPICAL) 12. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO ##8 AWG WITH #10 AWG GROUND. 13. PROVIDE #6 COPPER GROUND TO TELEPHONE BACKBOARD. 14. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 15. CONTRACTOR SHALL UPDATE PANEL DIRECTORY AS PER WIRING IN FIELD. 16. CONTRACTOR SHALL USE EXISTING SPARE BREAKERS/BLANKS IN PANEL(S) AND CIRCUITS MADE AVAILABLE THROUGH DEMOLITION PRIOR TO ADDING NEW PANEL(S). VERIFY IN FIELD. 17. THE INSTALLATION OF WIRING, RACEWAY AND DEVICES FOR THE FIRE ALARM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY CODES, NFPA CODES AND UNIFORM RULE 4A-48, RULES AND REGULATIONS OF THE STATE FIRE MARSHAL'S OFFICE F.S. 633.01 AND 633.701. 18. THE FIRE ALARM CONTRACTOR SHALL PERFORM A SITE VISIT PRIOR TO BID TO VERIFY ENOUGH POWER EXISTS TO OPERATE ALL NEW AND EXISTING FIRE ALARM DEVICES. INCLUDE AN EXPANDER PANEL IF REQUIRED. 19. ALL CIRCUIT BREAKERS FOR MECHANICAL EQUIPMENT SHALL BE HACR RATED. 20. ALL NEW BREAKERS ADDED TO EXISTING PANELS SHALL HAVE SAME A.I.C. RATING AS EXISTING BREAKERS UNLESS NOTED OTHERWISE. 21. VOLTAGE DROP HAS BEEN CALCULATED IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19(A)(1)FPN#4. 22. FIRE ALARM PERMIT DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE FIRE ALARM SYSTEM CONTRACTOR. 23. ANY NEW FIRE ALARM VISUAL DEVICES SHALL HAVE A CANDELA RATING OF 75 UNLESS NOTED OTHERWISE. ANY NEW FIRE ALARM AUDIO DEVICE SHALL HAVE A MINIMUM 85 DECIBEL OUTPUT. ANY NEW FIRE ALARM SPEAKER DEVICE SHALL BE 0.5 WATT UNLESS NOTED OTHERWISE. 24. LIGHT FIXTURE SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS PER FIELD TECHNICAL INFORMATION #40. LIGHT FIXTURE WEIGHING LESS THAN 10 LBS SHALL HAVE (1) 12 GA HANGWIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 LBS SHALL HAVE (2) 12 GA WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. 25. MINIMUM EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 11h HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING, WITHIN THE WORK AREAS. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. FBC2007 1006, T1006 EXISTING FBC2007 705.7.1 D-20 (120V.) FIRE ALARM SMOKE DUCT DETECTOR, N 0 NOTIFIER #DH400ACDC-12OV. /\ (TYPICAL) N.C. SUPPLY DUCT /C CONTROL WIRING SMOKE DUCT DETECTOR ALARM/ RTU SHUT -DOWN WIRING DIAGRAM NO SCALE NOTE: REQUIRED FOR AIR HANDLING UNITS WHERE SUPPLY AIR IS GREATER THAN 2,000 CFM. 0 POWER NOTES 1. CONNECT EXISTING EXHAUST FAN TO SWITCHED LEG OF ROOM LIGHTING CIRCUIT. 2. NEW FLUSH 2 -GANG FLOOR BOX (WIREMOLD OMNI SERIES) WITH POLY COVERS AND TRIM RING. POWER GANG SHALL HAVE 3/4" FLEX CONDUIT CONNECTION TO USB RECEPTACLES, POS RECEPTACLES AND POWER TO SCULPTURAL LIGHTING. MOUNTED IN ORGANIC MILLWORK. DATA GANG SHALL HAVE 3/4" FLEX CONDUIT CONNECTION TO DATA OUTLET. CUT AND PATCH EXISTING FLOOR FOR BOX AND CONDUIT INSTALLATION. 3. DUCT MOUNTED SMOKE DETECTOR WITH SHUT DOWN RELAY. RTU SHALL SHUT DOWN UPON DUCT DETECTOR ACTIVATION AND SOUND GENERAL ALARM. SEE DETAIL THIS SHEET. 4. POS AND DCO RECEPTACLES. SEE SHEET E2.0 FOR CIRCUITING. 5. OUTLET IN TOP OF 54" MILLWORK FOR LIGHTING NEW SCULPTURAL ELEMENT. SEE SHEET E1.0 FOR CIRCUITING. 6. DUPLEX RECEPTACLE SHALL HAVE (2) USB CHARGING JACKS. 7. SUPPLY/INSTALL 2' X 2' X 3/4" PAINTED (FIRE RETARDANT) PLYWOOD TELEPHONE BACKBOARD. REDIRECT AND EXTEND EXISTING TELEPHONE SERVICE CONDUITS TO THIS NEW LOCATION. POWER/COMMUNICATIONS LEGEND DUPLEX ELECTRICAL RECEPTACLE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). DEDICATED DUPLEX ELECTRICAL RECEPTACLE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). QUADRUPLEX ELECTRICAL RECEPTACLE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). DUPLEX ELECTRICAL RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER (GFCI), MOUNT TO DIMENSION SHOWN. �4 DUPLEX VOICE/ DATA COMMUNICATION RECEPTACLE, PLUG-IN TYPE, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). EXTEND 3/4" EMPTY CONDUIT WITH PULL -STRING TO 6" ABOVE SUSPENDED CEILING. TERMINATE WITH INSULATING BUSHING. TELEPHONE RECEPTACLE, PLUG-IN TYPE, AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). EXTEND 3/4" EMPTY CONDUIT WITH PULL -STRING TO 6" ABOVE SUSPENDED CEILING. TERMINATE WITH INSULATING BUSHING. D JUNCTION BOX WITH BLANK COVER PLATE, MTD. AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). FLUSH FLOOR MOUNTED DUAL POWER/ COMMUNICATION RECEPTACLE. REFER TO M.E.P.-F.P. DOCUMENTS FOR EXACT SPECIFICATIONS. QUADRUPLEX JUNCTION BOX TO ACCOMMODATE DUPLEX RECEPTACLE AND COAXIAL CABLE CONNECTOR, MOUNTED AT 18" A.F.F. TO CENTER OF RECEPTACLE (UNLESS OTHERWISE NOTED). EXTEND 3/4" EMPTY CONDUIT WITH PULL -STRING TO 6" ABOVE SUSPENDED CEILING. TERMINATE WITH INSULATING BUSHING AS REQUIRED. RECEPTACLES SHOWN BRACKETED ARE TO BE MOUNTED AS CLOSE AS POSSIBLE TO ONE ANOTHER. EUCTRICALPLAN SCALE. i/s° = r -o° GENERAL NOTES: N 1. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 2. ALL CONDUIT ABOVE 11'-0" SHALL BE PAINTED (COLOR BY ARCHITECT). 3. ALL DATA AND T.V. OUTLETS SHALL HAVE 3/4" CONDUIT RUN BACK TO THERE SERVICE LOCATIONS. 4. MAINTAIN POWER TO ALL EXISTING EXTERIOR WALL MOUNTED AND ROOF MOUNTED RECEPTACLES. SUPPLY/INSTALL NEW ROOF MOUNTED GFI/WP/WR RECEPTACLES AS REQUIRED TO MAINTAIN <25FT. DISTANCE TO MECHANICAL EQUIPMENT MOUNTED ON ROOF. 5. SEE SHEET E2.0 FOR KITCHEN EQUIPMENT POWER AND POINT OF SALE (POS) POWER. 6. ALL EQUIPMENT SHOWN IS NEW UNLESS OTHERWISE NOTED. FIXTURE, SWITCHING & DEVICE SUFFIXES: E = EXISTING R = RELOCATED N = NEW NOTES: ALL DEVICES NEW UNLESS NOTED OTHERWISE. SPECIAL NOTES: 1. THE ACTIVATION OF THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM SHALL ACTIVATE THE FIRE ALARM SIGNALING SYSTEM. 2. ALL FIRE ALARM WORK SHALL BE DONE PER NFPA 72, 2007 BY A LICENSED FIRE ALARM CONTRACTOR UNDER SEPARATE PERMIT. 3. SEPARATE PLANS AND PERMIT ARE REQUIRED FOR HOOD SYSTEM AND FIRE SUPPRESSION SYSTEM. 4. MAINTAIN POWER TO EXISTING EXTERIOR RECEPTACLES. elevation PROJECT: ELECTRICAL SYMBOLS LEGEND SYMBOLS LEGEND SYMBOLS LEGEND QO LIGHTING FIXTURE T TRANSFORMER - AS NOTED WALLWASHER LIGHT FIXTURE FLUORESCENT LIGHTING FIXTURE P WALL COMMUNICATION OUTLET. PROVIDE MIN. 1" CONDUIT WITH PULL WIRES TO ABOVE CEILING.(TELE/DATA/CABLE TV) ® FLUORESCENT STRIP LIGHTING FIXTURE ® FLOOR TELE DATA BOX 600 EXIT SIGN FIXTURE - ARROWS AS INDICATED IF FIREMANS PHONE JACK 0 e FIXTURES ON EMERGENCY CIRCUIT OR FURNISHED W/ BATTERY PACK ® CARD READER PLUGMOLD AWIr REMOTE EMERGENCY LIGHT W BATTERY PACK MAGNETIC DOOR HOLDER REF. HARDWARE SPECS) . ,.. S.P.S.T. TOGGLE SWITCH 1Pj FIRE ALARM SMOKE DETECTOR - CEILING WALL MOUNTED THREE-WAY TOGGLE SWITCH FOUR-WAY TOGGLE SWITCH 0 FIRE ALARM HEAT DETECTOR WALL MOUNTED OCCUPANCY SENSOR, SENSOR SWITCH F FIRE ALARM SIGNAL LIGHT, MTD. 82 A.F.F. DIMMER SWITCH FIRE ALARM SPRINKLER FLOW SWITCH DUPLEX RECEPTACLE OUTLET @ FIRE ALARM SPRI LER VALVE TAMPER SWITCH DUPLEX RECEPTACLE OUTLET - MTD. ABOVE COUNTER -- FIRE ALARM SMOKE DETECTOR - DUCT MOUNTED QUADRAPLEX RECEPTACLE OUTLET >9 I FIRE ALARM SPEAKER, CLG. MTD. �- ® SINGLE RECEPTACLE OUTLET MTD. AS NOTED FLOOR OUTLET WITH RECEPTACLE F (OR S) FIRE ALARM COMBINATION AUDIO/VISUAL DEVICE WALL MTD. 82-A.F.F. "F" INDICATES HORN. "S" INDICATES SPEAKER DEDICATED DUPLEX OUTLET FEI MANUAL STATION 48 A.F.F. GE SPECIAL PURPOSE OUTLET - AS NOTED IRI RELAY J JUNCTION BOX - CEILING MOUNTED "DO NOT USE ELEVATOR" WARNING LIGHT F.B. F.A. CONTRACTOR OR J JUNCTION BOX - WALL MOUNTED MOTORIZED DAMPER FLOOR JUNCTION BOX so SMOKE DAMPER Fp1 OCCUPANCY SENSOR POWER PACK A I ABANDONED FURNITURE SYSTEM WALL POWER FEED AFF I ABOVE FINISHED FLOOR OR GRADE FURNITURE SYSTEM WALL TELE DATA CLG CEILING E:IJ DISCONNECT SWITCH - 30A 3 NF U.O.N. E EXISTING EP FUSED DISCONNECT SWITCH EDF ELECTRIC DRINKING FOUNTAIN aP ENCLOSED CIRCUIT BREAKER GFI GROUND FAULT INTERRUPTING ® 277 480 VOLT PANELBOARD WR WEATHER RESISTANT © �\ .' `. 120/208 VOLT PANELBOARD MOTOR CONDUIT CONCEALED IN WALL OR OVERHEAD CONDUIT CONCEALED IN FLOOR OR UNDERGROUND CONDUIT RUN EXPOSED LTG NF OC R REC LIGHTING NON-FUSED ON CENTER RELOCATED RECEPTACLE CONDUIT WHIP UNDER RAISED FLOOR SPR SPARE ---[IF= TICK MARKS INDICATE #12 CONffUI7TbRS_0R7T9_9UTEff- LION UNLESS OTHERWISE NOTED GROUND CONNECTION AS NOTEDWP INDICATES WEATHERPROOF DEVICE OR PLATE - CONDUIT -U LOCAT10N FACP FIRE ALARM CONTROL PANEL - CONDUIT STUB-DOWNFARA FIRE ALARM ANNUNCIATOR PANEL • SPECIAL PURPOSE CONDUIT SEE PLANS FOR NOTES SLC SIGNALING LINE CIRCUIT Sr MOTOR STARTER - MANUAL NAC NOTIFICATION APPLIANCE CIRCUIT ® MOTOR STARTER - MAGNETIC FIRE ALARM KNOX BOX DUPLEX RECEPTACLE AND CABLE TV OUTLET WITH 1"C WITH PULL WIRES TO ABOVE CEILING elevation PROJECT: 0 0 :3i O 4- C CD E 00 0- E i "O L_ (D(D 12 C SEAL: T N co M O ,-It �LL 0T CO C� cu SHEET TITLE: ELECTRICAL PLAN, NOTES, DETAILS & LEGEND DATA: PROJECT #: �I I 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD f { f '£ of t` .., �.� . '�33 jt, �•NIL �. i° a 61 . ,.. OS 0 0 :3i O 4- C CD E 00 0- E i "O L_ (D(D 12 C SEAL: T N co M O ,-It �LL 0T CO C� cu SHEET TITLE: ELECTRICAL PLAN, NOTES, DETAILS & LEGEND DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: E3.0 I ❑ ❑ EXISTING PANEL D VOLTAGE 120 / 208 V SIZE 225A. MLO CABINET SURFACE NEMA -1 SIEMONS PHASE 3 PH 225A. BUS RATING EXISTING AIC RATED 4 W co OREMARKS z DEMAND FACTOR CKT, BKR. AMPS P VA PHASE LOAD A B C 0 BUS ABC Y U VA PHASE LOAD CKT.BKR• A 6 C AMPS P REMARKS U) O Z EB GEN. PORP. RECS. 20 11 1080 HEATI NG P 1 X RECEPTACLE MISCELLANEOUS 3780 25022 2 3780 25022 25 1 SPARE 1487 EB T.V. RECEPTS. 20 1 TOTAL DEMAND LOAD TOTAL DEMAND AMPSr 1000 .................... 3 1 X EB 4 LIGHT. RECEPT. 20 1 SPARE 1000 EB EB T.V. RECEPTS. T.V. RECEPI�_ 20 20 1 1 .. 1180 ,...• 1080'5 7 X KITCHEN LIGHT. X 6 8 ....... ::::::........ 1216 ....• 20 20 1 2 SPARE WALK-IN FREEz EVAPORATOR EB EB T.V. RECEPTS. 20 1 X 1500 ..... 9 1 X EB 10 1216 EB T.V. RECEPTS. 20 1 "• 7 1500,11 20 1 8 x 12 1 1633 20 20 1144 2 2 WALK-IN BEER EVAPORATOR BEER SYSTEM POWER PACK EB EB EB USB RECEPTS. SPARE 20 20 1 1 1440 ....'. :::: •. 1XI12 13 15 X X ;. 10$0 14 is.. 1633.,....' ` :::::... 1144. DINING LIGHTING SPARE 20 1 20 1 x 17 1000,11 15 X 18 ,... NB WALK-IN BEER COOLER CONDENSER 15 3 1128 EB EB 19 X 1 1000 20 200 20 1 DUCT DETECTORS EB 14 1128,,.... -:..... 21 DINING LIGHTING X EB EB 22 ..... .•.... 300 ,....: 20 1 TELE BB RECEPT, EB 16 17 5616 1128 23X 18 18 ,.... :: ...... 180 ..... :: ...... 20 1080 20 24 ••..:: :::.... 20 1 SPARE 20 NB EXHAUST HOOD FAN 15 3 684 X 21 25 X 1520 : 20 26 IDINING LIGHTING 20 1 SPARE 20 20 ...:::: ::::... 684 ,..:::: ::::... r384 27X 29 21 23 ll�30 X 28 .,.::::::::::... .•::...•....•.:..... ... : 20 1 1 SPARE SPACE SIGN LIGHTING SIGN LIGHTING NB NB EXHAUST HOOD FAN MAKE-UP AIR UNIT is 15 3 3 324 _... • . 1 3 31 X X 1 3211 26 600 "' "' 20 SPACE LIGHTED LETTERS EB 324 CONY, RECEPTS, CONY. RECEPTS. 33 1 1 X 720 34 27 29 20 24 1 SPACE 28 30 744 , . ; :::: 324 35 37 X EB X 36 38 1728... 20 1728 1 3 1 WALK-IN FREEZER ICONDENSER NB x 744 ,. 39 NB 1XI 3 40 .. 1728 _ EXTERIOR LIGHT. 744 41 32 6if0 X 42 ...• TOTAL 6580 53801 5460 PUMP DECK 4777 4388 4505 TOTAL NB = NEW BREAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING. EB = REUSE EXISTING BREAKER. r NOTE: CONTRACTOR IS RESPONSIBLE FOR UPDATINGALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED 0 BUS H LIGHTING REMARKS cn � z AMPS COOLING A B C HEATI NG P RECEPTACLE A B RECEPTACLE MISCELLANEOUS 3780 25022 1.00 1.00 3780 25022 KITCHEN EQUIP 2288 0.65 1487 LARGEST MOTOR 1 X TOTAL DEMAND AMPS' 107.9 A TOTAL DEMAND LOAD TOTAL DEMAND AMPSr 30289 VA 84.1 A 938 .. ' EXISTING PANEL B VOLTAGE 120 / 208 V SIZE 225A. MLO CABINET SURFACE NEMA -1 SIEMONS PHASE 3 PH 225A. BUS RATING EXISTING AIC RATED 4 W U) REMARKS CKT.BKR. VA PHASE LOAD 0 BUS H VA PHASE LOAD CKT.BKR. REMARKS cn � z AMPS P A B C ABG P RECEPTACLE A B C AMPS P EB LIGHT. RECEPT. 20 1 1000 ,,.:" " 1 1 X TOTAL DEMAND AMPS' 107.9 A SPARE 2 938 .. ' 20 1 KITCH.ITOIL. LOT. EB EB LIGHT. RECEPT. 20 1 .. ' .• 1000 ;; ' " " 3 1 X4 EB SPARE ;' " 8$Q 2Q 1 KITCHEN LIGHT. EB EB LIGHT, RECEPT, 20 1 X 6 8 1000 5 SPARE 20 20 X 6 ..... 1080 20 1 DINING LIGHTING EB EB LIGHT. RECEPT. 20 1 1000 .•...•.• ........ "• 7 X 20 1 8 1080 ..... 20 1 DINING LIGHTING EB EB LIGHT. RECEPT. 20 1 • • 1000 •.: 9 1XI12 X X 10 ;. 10$0 .. 20 1 DINING LIGHTING EB EB LIGHT. RECEPT. 20 1 x 16 1000,11 15 X X X 12 ,.::' 1440 20 1 DINING LIGHTING EB EB I LIGHT. RECEPT. 20 1 1000 ,...'' ::... .. 13 X1 17 1 14 1440-.... 440,.. ' :.... .. 20 1 DINING LIGHTING EB EB EB LIGHT. RECEPT. PLUS RECEPTS. 20 20 1 1 25 1000 .....:::: .... 1200 16 17 5616 X X 18 18 ,.... :: ...... 180 ..... :: ...... 20 1080 20 1 1 EXITS/EM LIGHTS IDINING LIGHTING EB ES EB POS RECEPTS. 20 1 1200 1 8480 19 X 21 .3o.. 32 20 1520 : 20 1 IDINING LIGHTING EB EB EB POS RECEPTS, POS RECEPTS. 20 20 1 1 ..... 8480 1200 1400 21 23 X X X 22 24 1000 .: .: 20 1000 20 1 1 SIGN LIGHTING SIGN LIGHTING EB EB EB CONY. RECEPTS. 20 1 544.."".••.'.'.., 1 3 PANEL 'B' 25 X 1 X 26 600 "' "' 20 1 LIGHTED LETTERS EB EB EB CONY, RECEPTS, CONY. RECEPTS. 20 20 1 1 .. 720 540 27 29 20 24 X X 28 30 1440 ,•... 20 400 20 1 1 OUTDOOR LIGHT. OUTDOOR LIGHT. EB EB EB CONY. RECEPTS. 20 1 540 .... 20 31 x 1 IOFFrE RECEPTS. 32 NB 30 3 SPARE EB EXTERIOR LIGHT. 20 1 32 6if0 ,'•.. ' 33 20 X TOILET RECEPTS. 34,•'.'.' NB PUMP DECK SPARE 30 2 X 37 34 35 38 Ix 36 , • ..::: :::.... . 1 OFFICE/GEN. RECS. SPACE SPACE 37 X 20 1 38 600 ....:: ..... 20 1 CEILING FANS EB " ' ; ' SPARE 30 2 1 1 SPACE SPACE EB 39 SPACE XI 1 40 ,.... 60 ,..... 20 1 1 SCULPTURE LTG, NB 42 40 1440 41X 1 SODA DISPENSER 1 42 :' 600 20 11 SCULPTURE LTG. NB TOTAL 5280 5520 5140 6178 4980 8600 TOTAL NB = NEW BREAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING. EB = REUSE EXISTING BREAKER. r NOTE: CONTRACTOR IS RESPONSIBLE FOR UPDATINGALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. EXISTING PANEL C VOLTAGE 120 / 208 V SIZE 100A. MCB CABINET SURFACE NEMA -1 SIEIVIONS PHASE 3 PH 100A_ BUS RATING EXISTING AIC RATED 4 W TOTAL DEMAND DEMAND TABULATION LOAD FACTOR LOAD MEASURED Y u VA PHASE LOAD A B C LIGHTING 24758 1.25 30948 COOL I NG SPARE 15 HEATING H E A T I NG P RECEPTACLE 7340 1.00 7340 MISCELLANEOUSr 600 1.00 1 600 KITCHEN EQUIP 1 1440 0.65 LARGEST MOTOR 1 SPARE TOTAL DEMAND LOAD 38888 VA TOTAL DEMAND AMPS' 107.9 A EXISTING PANEL C VOLTAGE 120 / 208 V SIZE 100A. MCB CABINET SURFACE NEMA -1 SIEIVIONS PHASE 3 PH 100A_ BUS RATING EXISTING AIC RATED 4 W w �- REMARKS CKT,BKR AMPS P VA PHASE LOAD A B C U BUS ABC Y u VA PHASE LOAD A B C CKT.BKR AMPS P REMARKS w I- COOLING SPARE 15 1 H E A T I NG P 1.00 1 X 3 4370. 2 KITCHEN EQUIP 1 1440 0.65 25 1 SPARE ISPACE 3 SPARE 20 1 4[.' 4 :' 3 1 X EB 4 ,.::::: 1440 ...'.::: ':.':.. 20 1 CONVECTION OVEN EB SPARE SPARE SPARE 20 20 1 1 : , : • CQOLERACCESS, ICOOLER EVAP. 5 7 X 1200.......-1 X 6 8 .:• 1 SPARE 20 20 1 1 SPARE SPARE 20 1 SPARE 20 1 FREEZ. ACCESS. I 10 9 1 X 10 77 20 1 20 1 SPARE X 12 SPARE 20 1 SPARE 1200 EB 11 1 3.. 1XI12 , .... :.. 13 X ... ... 14 20 1 SPARE CONDENSER A EB SPARE SPARE 20 20 113 1 x 16 ,..: :... 1740.... - 15 X X x 14 16 ,.::' SLICER RECEPT. SPARE 20 20 1 1 SPARE ISPARE .. 19 21 X 1 IXI221 SPARE 20 1 100 3 PANEL 'D' 17 REACH -IN REF. 23 X 18 .... 99+65 20 2 SPARE 1440 25 SPARE 20 1 5616 • • • • .. 18 X ............7 27 29 20 X • '• • • SPARE 20 1 8480 , . ' 31 X 21 .3o.. 32 X 125 22 .•... :..... 1 1200 8480 •.::::: " 33 1 SPACE 34 ..... 8480 SPARE 20 1 X 36 ....... . 8480 23 PANEL 'A' 200 X 24 ...... ::::... X 27 38 1 SPACE 1 3 PANEL 'B' SPARE 20 1 X EB 40 25 X 18262 41 .,::::: 420 26 42 .....::::... 10740 TOTAL 20 1 SPARE TOTAL 20 24 SPARE SPACE 20 1 1 NB SPARE .. 27 29 X X 28 30 ..::::::::::... :.' 34 20 1 2 SPACE SPARE 1 IOFFrE RECEPTS. SPACE NB 1 20 1 31 X 32 36 . 1080 20 SPACE TOILET RECEPTS. 1 NB PUMP DECK 20 33 756,... X 37 34 38 900 1 SPACE 1 OFFICE/GEN. RECS. SPACE SPACE NB 1 1 20 1 35 37 X X 36 38 " ' ; ' ..: ' ' 960 20 1 1 SPACE SPACE EB EB SPACE 201 1 •... 1704 41 39 X 42 40 1440 20 1 SODA DISPENSER 1 SPACE 6156 6166 84461 SPACE 9216 7980 1 .. 41 X 42 .;:: 1 SPACE TOTAL 1440 TOTAL NB = NEW BREAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING_ EB = REUSE EXISTING BREAKER. r NOTE.- CONTRACTOR OTE:CONTRACTOR IS RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS_ TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED BUS Y U VA PHASE LOAD LIGHTI NG REMARKS co AMPS COOLING ABC 20 A B C H E A T I NG P 1.00 RTU -2 RECEPTACLE MISCELLANEOUS 3 4370. "' 1 KITCHEN EQUIP 1 1440 0.65 936 LARGEST MOTOR 1 ISPACE 3 TOTAL DEMAND LOAD 936 VA TOTAL DEMAND AMPS 2.6 A EXISTING PANEL MDP VOLTAGE 120 / 208 V SIZE 800A_ MCB CABINET SURFACE NEMA -1 PHASE 3 PH 800A. BUS RATING EXISTING AIC RATED 4 W co w z REMARKSY CKT.BKR, VA PHASE LOAD A B C U BUS Y U VA PHASE LOAD CKT•BKR• REMARKS co AMPS P ABC 20 A B C AMPS P 1.00 RTU -2 90 3 4370. "' 1 X 20 2 27157 LARGEST MOTOR 1 ISPACE 3 TOTAL DEMAND LOAD 197777 VA TOTAL DEMAND AMPSr 549.0 A 437Q ..::::: 3 X 4[.' 4 :' 15 1 SPARE EB 4370 5 5 X 6 •.... 15 1 SPARE 20 1 SPARE 20 1 CQOLERACCESS, ICOOLER EVAP. 7 X 1200.......-1 8 7 8 20 1 SPARE 8 10 1200 1200 SPARE 20 1 777= 9 X FREEZ. ACCESS. I 10 ..... 20 1 SPARE SPARE 20 1 1200 11 1 X 12 ... • ° ° 20 1 SPARE 1200 EB CONDENSER B 30 3.. 7568 , .... :.. 13 X ... ... 14 1740 20 3 CONDENSER A EB 17 2568 15 X x 16 ,..: :... 1740.... - 1500 2568 17 1 x 18 • ...:::::: '.'... 1740 SLICER RECEPT. SPARE 30 3 ..... .. 19 21 X 1 IXI221 20 11357.... 9768 ,.... 100 3 PANEL 'D' EB REACH -IN REF. 23 X 24 99+65 PANEL 'C' SHUNT -TRIP 80 3 1440 25 X 1800 26 5616 50 3 DI SHMACHI NE EB ............7 27 29 X X 28 5616 " 5616 RTU -1 125 3 8480 , . ' 31 X 1 .3o.. 32 8480 , • .'.. :::... 125 3 RTU -3 1 1200 8480 •.::::: " 33 X X 34 ..... 8480 26 8480 35 X 36 ....... . 8480 EB PANEL 'A' 200 3 15372 ..... ..77777" 37 X 27 38 11458 200 1 3 PANEL 'B' ::: 20 14146 777777'39 X EB 40 . ....::: ..... 10500 ..., ::.. 20 20 18262 41 .,::::: 420 X 42 .....::::... 10740 TOTAL 32230 29564 33680 38651 36104 36541 TOTAL NB = NEW BREAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING. EB = REUSE EXISTING BREAKER. NOTE_ CONTRACTOR IS RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED # BUS A@ C 08.21.14 LIGHTING 24758 1.25 30948 COOL I NG 63990 20 3 HEATING $3990 1.00 63990 RECEPTACLE MISCELLANEOUS 11120 65122 0.95 1.00 10560 65122 KITCHEN EQUIP41780 20 0.65 27157 LARGEST MOTOR 21204 1080 3 TOTAL DEMAND LOAD 197777 VA TOTAL DEMAND AMPSr 549.0 A EXISTING PANEL A VOLTAGE 120 / 508 V SIZE 225A. MLO CABINET SURFACE NEMA -1 SIEMONS PHASE 3 PH 225A. BUS RATING EXISTING AIC RATED 4 W w 8 z REMARKS CKT.BKR, AMPS P VA PHASE LOAD A B C # BUS A@ C 08.21.14 VA PHASE LOAD A B C CKT,BKR, AMPS P REMARKS w t - z EB WALK-IN COOLER CONDENSING 20 3 1080 1 X RECEPTACLE 2 1440 ....::: •.... MISCELLANEOUS 20 1 SODA DISPENSER NB 21204 1080 3 TOTAL DEMAND LOAD 40359 VA TOTAL DEMAND AMPSr 112.0 A X 4[.' ,... 300 ,... "'" -::; 20 1 GAS WATER HTRS EB 1080 5 X 6 1800 20 1 BAG -IN -BOX EB EB EB CQOLERACCESS, ICOOLER EVAP. 20 20 1 1 1200.......-1 ........ 216 ,...•' :..., 7 8 X 1 Ix 8 10 1200 1200 777 20 20 1 1 NITROGEN GEN. EXH_ HOOD ACC. EB EB EB FREEZ. ACCESS. 20 1 1200 11 X 12 .... :.. 1200 20 1 1 EXH. HOOD ACC. EB EB EB BEER COOL. ACC. ICE MACHINE 20 30 1 2 1200 2434"".". 13 15 X X 14 16 1440 .... ' :... ,.;.• 1440 ... ... 20 20 1 1 IREFRIG, COUNT. REFRIG. COUNT. ED EB 2434 17 x 18 1500 20 1 HOT FEED WELL EB EB SLICER RECEPT. 20 1 3{}0 ,.... 19 X 20 480 20 1 REACH -IN REF. NB SPARE 25 1 21 X 22 1800 ,..: 20 1 BLENDER NB EB GOND. HOOD FAN 20 1 492 23 X 24 :' 1800 20 1 BLENDER NB EB GOND. HOOD ACC. 20 1 1200 .. 25 X 26 1680 ,... 20 1 72" REF. TABLE EB NB MUG FROSTER 20 1 732 •...•' 27 X r 28 _...' 1920.. ::: 20 11114" REF. TABLE EB NB NB BAR COOLER U1C WASHER 20 20 1 1 .,::::: 420 780 ,.;:' 29 31 X X 30 32 :: :. 2076 ,.::: " ' 996 20 24 1 1 1 FOOD WARMER MICROWAVE ED EB NB SPARE 20 1 33 X 34 360 20 1 IOFFrE RECEPTS. NB NB PUMP DECK 20 1 756 35 xr 36 .... ' 1080 20 1 TOILET RECEPTS. NB NB PUMP DECK 20 1 756,... 37 X 38 900 20 1 OFFICE/GEN. RECS. NB NB TEA MAKER 20 1 1704 ..:: 39 X 40 ..: ' ' 960 20 1 REFRIGERATOR EB EB TEA MAKER T 201 •... 1704 41 X 42 ..... 1440 20 1 SODA DISPENSER NB TOTAL 6156 6166 84461 9216 7980 98161 TOTAL NB. NEW BREAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING. ES = REUSE EXISTING BREAKER. r NOTE: CONTRACTOR IS RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. r ------------ I 200A. 200A. I 90A. METER EXISTING EXISTING EXISTING EXISTING EXISTING O A B MDP C PAD MTD TRANSFORMER 120/208V. 30, 4W. SWA SERVICE LATERAL POWER RISER NOT TO SCALE TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED 14-119 DATE: 08.21.14 LIGHTI NG JH/KCN FILE: 14-119 CD COOL I NG H EATI NG RECEPTACLE MISCELLANEOUS 26576 1.00 26576 KITCHEN EQUIP LARGEST MOTOR 21204 0.55 13783 TOTAL DEMAND LOAD 40359 VA TOTAL DEMAND AMPSr 112.0 A NEW 4 NO. 3 AND 1 NO. 8 E.G. - 1 1/4"C. -------------------� I 100A. I I r---L--� EXISTING i REMOVE D i EM I I I I I I L ------J CONNECT PANEL 'D' TO 100A. -3P. CIRCUIT BREAKER MADE AVAILABLE BY PANEL 'EM' DEMOLITION. elevation' PROJECT: 0 0 CD 0 � C N 'o M E o� LE o It2 O ctsO � s u_ G) c: .� o p 0 M�cz V CO J SEAL: REVISIO S: SHEET TITLE: POWER RISER & PANELBOARD SCHEDULES u u SHEET #: E4.0 u DATA: PROJECT #: 14-119 DATE: 08.21.14 DRAWN BY: JH/KCN FILE: 14-119 CD SHEET #: E4.0 u FOODSERVICE EQUIPMENT FLOOR PLAN 1/4" = 17-01; EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATIONS) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATIONS) TO EQUIPMENT SPECIFICATIONS) BE INCORPORATED. DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATION(S) SHALL BE THE RESPONSIBLITY OF OTHERS. EQUIPMENT SCHEDULE ITE_ M QTY DESCRIPTION REMARKS 1 1LT WALK-IN COOLER/FREEZER WALK-IN BEER COOLER w 1.1 1LT nC 2 1LT SHELVING UNIT BASL PLAN UPDATE 3 1LT DUNNAGE RACK 4 7 FOOD CARRIER DOLLY, (1) NOT SHOWN -ROTATION DOLLY 6 1 SAUCE DOLLY 6 1LT SHELVING UNIT 7 11LT DUNNAGE RACK KEG RACK & SHELVING SYSTEM 8 1LT 70 9-11 - -SPARE NUMBER - O w 12 2 HAND SINK, WALL MOUNT W/ SIDE SPLASHES BACK'G READ. 13 2 WORKTABLE 14 1 SLICER, FOOD, MANUAL 15 - -SPARE NUMBER - 16 4 SHELF, WALL MOUNT (DOUBLE STACKED) SINK, ONE COMPARTMENT BACK'G READ. 17 1 18 19 1 - CAN STORAGE RACK -SPARE NUMBER - 20 - -SPARE NUMBER - 21 1LT WALL SHELVING SYSTEM SINK,THREE COMPARTMENT BACK'G READ. 22 1 23 - -SPARE NUMBER - -SPARE NUMBER - 24 - 25 1 DISHTABLE, CLEAN DISH MACHINE, HIGH TEMP 26 1 BY OTHER 27 1 1 CONDENSATE HOOD 28 DISHTABLE, SOILED W/ DUMP, RACK SHELF & P.R. SINK 29 2 CLEAN DISH RACK MOP & BROOM HANGER 30 1 BACK'G READ. 31 1 HOT WATER HEATER MOP SINK BY OTHER 32 1 BY OTHER 33 34 1 1 FLOOR TROUGH ICE MACHINE, CUBE -STYLE W/WATER FILTER BY OTHER 35 1 BAG -N -BOX SYSTEM BY OTHER 36 1 CO2 TANK BY OTHER 37 1LT SHELVING UNIT 38 39 1 1 WALL SHELF NITROGEN GENERATOR BACK'G READ. BY OTHER 40 1 NITROGEN TANK BY OTHER 41 - - -SPARE NUMBER - -SPARE NUMBER - 42 43 2 PIZZA OVEN, DOUBLE DECKS, GAS 44 45 1 48" GRIDDLE, GAS 48" EQUIPMENT STAND, OPEN BASE W/SPEEDRAIL EXHAUST HOOD W/FIRE SYSTEM 1 1 46 46.1 1 EXHAUST HOOD SUPPLY AIR FAN (COOLED) FOR ITEMS X646 & X646.1 46.2 1 46.3 1 S/S PANELS 47 1 HAND SINK, KNEE VALVE 48 1 60" REFRIGERATOR, SANDWICH PREP 48.1 49 2 1 WALL SHELF (DOUBLE STACKED) CONVECTION OVEN, GAS (DOUBLE) 49.1 1 1 WORK TABLE WORK TABLE 49.2 50 1 60" REFRIGERATOR, SALAD PREP 51 1 WORK TABLE 52 1 WARMER, FOOD, DROP-IN 53 1 72" REFRIGERATED PIZZA TABLE 114" REFRIGERATED PIZZA TABLE, W/DOORS & DRAWERS 54 1 55 2 DOUBLE TIER PASS-THRU SHELF 56 2 SINGLE TIER PASS-THRU SHELF 57 1LT SHELVING UNIT 58 1 1 1 WARMER, FOOD, COUNTER INSULATED ICE BIN MICROWAVE OVEN 59 60 61 62 1 - REFRIGERATOR, REACH -IN -SPARE NUMBER - 63 2 SODA DISPENSER W/ICE CHEST (DROP-IN) BY OTHER BY OTHER 63.1 2 PUMP DECK FOR SODA DESPENSER SHELF, WALL MOUNT ICE TEA BREWER 64 1LT BACK'G READ. 65 2 BY OTHER 66 67 6 1 ICE TEA DISPENSER UNDERCOUNTER TOGO REFRIGERATOR BY OTHER 68 69 - - -SPARE NUMBER - -SPARE NUMBER - 70 1LT P.O.S. SYSTEM BY OTHER 71 1 POS SHELF BACK'G READ. 72 1 BEVERAGE COUNTER W/HAND SINK BY OTHER 73 1 POS COUNTER POS COUNTER TO -GO COUNTER 74 1 BY OTHER 75 1 BY OTHER B A R E Q U I P M E N T B1 2 UNDERBAR HAND SINK B2 B2.1 2 2 COCKTAIL STATION W/COLD PLATE & SPEEDRAIL SODA GUN HOLDER & TUBING CHASE B3 2 BLENDER STATION B4 1 REACH -IN MUG FROSTIER SPEEDRAIL - UNDERCOUNTER PASS-THRU COOLER -SPARE NUMBER - BEER TOWER W/DRAIN PAN & RINSER B4.1 2 B5 B6 B7 1 - 1 B8 B9 1 iLT BEER SYSTEM POWER PACK UNDERBAR DRAIN BOARD W/GLASS RACK B9.1 B10 1LT 1 UNDERBAR DRAIN BOARD W/GLASS RACK BEER SYSTEM POWER PACK SHELF UNDERBAR GLASSWASHER UNDERBAR DRAINBOARD W/DUMP SINK -SPARE NUMBER - -SPARE NUMBER - B11 1 B12 B13 B14 1 - - B15 2 POS CABINET MILLWORK BY OTHER B16 1 B17 - 1 -SPARE NUMBER - MODULAR BAR -DIE WALL B18 b,UJ V DATE DESCRIPTION Q 6 18 14 ASE PLAN UPDATE w < 4 nC BASL PLAN UPDAIL 5 7-9-14 BASL PLAN UPDATE 6 7-15-14 BASE 1`7777777 EP ROUGH -I S ADDED '�J .R w U N 70 O O w 3011 Industrial Parkway East Knoxville, TN. 37921 Phone (865) 637-2525 Fax (865) 522-4448 This drawing, being an instrument of service, is and remains the property of Tri -Mark Strategic. It is a design drawing not intended to replace required architectural or engineering plans, is not to be reused for another project Without our consent and is subject to return on demand. REVISIONS NO. DATE DESCRIPTION 3 6 18 14 ASE PLAN UPDATE w REDID WALK-INS 4 7-1-14 BASL PLAN UPDAIL 5 7-9-14 BASL PLAN UPDATE 6 7-15-14 BASE 1`7777777 EP ROUGH -I S ADDED Q LL �N � ti H a� J z W LL 0 .. M 0wo :3i oc O 0 ��LL w CMZ w � W W � 00 LL SCALE: Z — 0 Q cn J CL oC w 0� O Q 0 m J Q LL �N � ti H a� J z W LL 0 .. M 0wo :3i oc O 0 ��LL w CMZ w � W W � 00 LL SCALE: 1/4"-1 — 0 DRAWN BY: T I W CHECKED BY: KB DATE DRAWN: — DATE ISSUED: 05/20/14 PROJECT N0. r e l m i n a r FS 1 SHEET NUMBER 11 ❑ ❑ 11 11 ❑ 11 11 11 E F=___�� 1 \ I I I I I I I I I I I I I I I I I I I I I I I I I ;I ELECTRICAL CONNECTIONS FLOOR PLAN 1/4" = 1$-0$$ E L E C T R I C A L S C H E D U L E ITE NOM QTY DESCRIPTION REMARKS C5 Z 1¢- o> (n � (n a Y = W o C,9 IL Q z z LL; a ALL A.F.F. DIMENSIONS ARE TO THE CENTER OF THE OUTLET REMARKS 1 1LT WALK-IN COOLER/FREEZER �1 requiring an electrical connection to the Captive -Aire 5 7-9-14 electrical package. BASF PLAN UPDATE Failure by the Electrician to make ALL required electrical 7 15 14 connections and interconnections will result in the SEE SHOP DRAWINGS FOR DETAILED ELECTRICAL LOADS B.T.C. ON COOLER CONDENSING UNIT AS REQUIRED 1 1 WALK-IN COOLER ACCESSORIES WALK-IN COOLER CONDENSING UNIT E -IA 115 208-230 115 1 3 11.25 properly is the responsibility of the Electrician. 2-1/2 X X Light bulbs for kitchen hoods to be provided and DFA E -1B E -1C E-11) VRF 1 1 WALK-IN COOLER EVAPORATING COIL WALK-IN FREEZER ACCESSORIES 1 1 1.8 X rt -1 DFA DFA B.T.C. ON EVAPORATOR COIL AS REQUIRED SEE SHOP DRAWINGS FOR DETAILED ELECTRICAL LOADS z X 1 WALK-IN FREEZER CONDENSING UNIT WALK-IN FREEZER EVAPORATING COIL F-� E-tE E -1F 208-230 208-230 3 14.4 11.7 �- U 3 X CF) W VRF DFA B.T.C. ON FREEZER CONDENSING UNIT AS REQUIRED B.T.C. ON EVAPORATOR COIL AS REQUIRED 1 z 1 X 1.1 1 LT 1 WALK-IN BEER COOLER WALK-IN BEER COOLER ACCESSORIES E -1.1A WzW 1 U =WO X VJ SEE SHOP DRAWINGS FOR DETAILED ELECTRICAL LOADS LL J Q DFA 1 1 WALK-IN BEER COOLER CONDENSING UNIT WALK-IN BEER COOLER EVAPORATING COIL E -1.1B 208-230 208-230 3 9.4 1-1/2 X O VRF DFA B.T.C. ON BEER COOLER CONDENSING UNIT AS REQUIRED B.T.C. ON EVAPORATOR COIL AS REQUIRED DEDICATED 60 AMP BREAKER REQUIRED. VERIFY REQUIREMENTS W/PROVIDER - - - E -1.1C 1 15.7 X W 14 26 1 SLICER, FOOD MANUAL DISH MACHINE, HIGH TEMP E-14 E-26 115 208 1 2.5 46.8X 1/2 X 5-15P 48" 60" 1 BY OTHER 3 - - 27 1 1 CONDENSATE HOOD/FAN CONDENSATE HOOD ACCESSORIES HOT WATER HEATER ICE MACHINE W/BIN & WATER FILTER -CUBE STYLE - E-27 E -27A 115 1 1 4.1 20.0 1/3 X X VRF VRF REFER TO SHOP DRAWINGS REFER TO SHOP DRAWINGS VERIFY REQUIREMENTS & LOCATION W/PROVIDER B.T.C. ON ICE MACHINE, THEN EXTEND P.W. TO REMOTE CONDESER VERIFY LOCATION W/ARCHITECT VERIFY REQUIREMENTS & LOCATION W/PROVIDER DEDICATED 20 AMP BREAKER REQUIRED. VERIFY REQUIREMENTS W/PROVIDER REFER TO SHOP DRAWINGS 31 34 115 1 1 BY OTHER E-31 208-230 1 23.4 X VRF E-34 84" 36 1 ICEMAKER, CONDENSER REMOTE BAG -IN -BOX SYSTEM E -34A E-35 208-230 120 1 1.3 15.0 X VRF 90" 1 BY OTHER 1 X X 5-20P 5-20P 39 1 NITROGEN GENERATOR EXHAUST HOOD/FAN BY OTHER E-39 E-46 120 208 1 5.7 48" VRF 46 1 3 2 X 46.1 1 1 EXHAUST HOOD ACCESSORIES EXHAUST HOOD/FAN E -46A E-46.1 E-46AA 115 208 115 208 1 3 20.0 2.7 3/4 X X VRF REFER TO SHOP DRAWINGS REFER TO SHOP DRAWINGS VRF 46.2 1 1 EXHAUST HOOD ACCESSORIES MAKE-UP AIR UNIT HEATED & COOLED 1 20.0 2 X VRF VRF REFER TO SHOP DRAWINGS REFER TO SHOP DRAWINGS REFER TO SHOP DRAWINGS REFER TO SHOP DRAWINGS E-46.2 3 6.2 X 1 CONDENSER A CONDENSER B E -46.2A E-48.28 208-230 208-230 3 14.5 21.4 X VRF VRF 1 1 3 X 48 REFRIGERATED COUNTER, SANDWICH UNIT E-48 115 1 12.0 X 5-15P 44" MOUNT HORIZONTAL 49 50 1 CONVENTION OVEN, GAS (DOUBLE) E-49 (2) 115 1 6.0 1/3 X 5-15P 36/54' MOUNT HORIZONTAL 1 REFRIGERATED COUNTER, SANDWICH UNIT E-50 115 1 12.0 1/2 X 5-15P 44" 52 1 HOT FOOD WELL - DROP-IN E-52 E-53 120 115 1 12.6 X 24" B.T.C. ON FOOD WARMER MOUNT HORIZONTAL MOUNT HORIZONTAL 53 54 1 72" REFRIGERATED PIZZA PREP TABLE 1 14.0 1/2 X X 5-20P 5-20P 44" 1 114" REFRIGERATED PIZZA PREP TABLE E-54 115 1 16.0 3/4 44" 56 1 FOOD WARMER, COUNTER E-58 120 1 8.3 X 5-20P 48" 60 1 1 MICROWAVE OVEN E-60 120 1 17.3 X 5-20P 24" 15 AMP DEDICATED CIRCUIT REQUIRED. VERIFY REQUIREMENTS W/PROVIDER 15 AMP DEDICATED CIRCUIT REQUIRED. VERIFY REQUIREMENTS W/PROVIDER VRF. REQ. & LOC. W/PROVIDER, (2) 20 AMP BREAKERS REQ. VRF. REO. & LOC. REFER TO PLAN FOR RCPT. HEIGHTS. - - -- 61 REFRIGERATOR, REACH -IN E-61 E-63 115 115 1 8.0 1/3 X 5-15P 48" 63 63.1 2 SODA DISPENSER W/ICE CHEST, DROP-IN BY OTHER BY OTHER 1 1 12.0 X X 5-15P 12" 2 PUMP DECK E-63.1 115 6.3 5-15P 12" 65 2 ICED TEA MAKER BY OTHER E-65 120 115 1 14.2 X 5-15P 48" 67 70 1 1LT REACH -IN UNDERCOUNTER REFRIGERATOR E-67 1 4.0 1/5 X 5-15P 12" POS UNDERBAR BLENDER STATION BY OTHER E-70 VRF VRF - VRF B3 B4 2 E-83 120 1 15.0 X E.C. TO B.T.C. TO ELEC. BOX HOUSING MOUNTED UNDERNEATH BLENDER STATION. 15 AMP DEDICATED CIRCUIT REQUIRED 15 AMP DEDICATED CIRCUIT REQUIRED FOR EACH 1 REACH -IN MUG FROSTER E -B4 120 1 6.1 1/3 X X 5-15P 5-15P B5 1 BACK BAR PASS-THRU COOLER E-135 E -BB 120 208 1 6.5 1/4 F.L.R. 88 1 BEER SYSTEM POWER PACK 1 1 11 1 X 6-15P 36" 30 AMP DEDICATED CIRCUIT REQUIRED 15 AMP DEDICATED CIRCUIT REQUIRED 811 1 UNDERCOUNTER GLASS WASHER E -B11 120 3.5 X 5-15P B18 1 CENTRAL ELECTRICAL STUB -UP E-1318 120 REFER TO INDIVIDUAL PIECES OF EQUIPMENT FOR REQUIREMENTS VERIFY REQUIREMENTS WITH ELECTRICAL ENGINEER VERIFY REQUIREMENTS WITH ELECTRICAL ENGINEER VERIFY REQUIREMENTS, QUANTITY, & LOCATION W/ELECTRICAL ENGINEER. 816.1 1 BAR -DIE LIGHTS E-818.1 1 20.0 818.2 1 BAR -DIE CONVENIENCE OUTLETS E -B18.2 120 1 20.0 DCO 1LT DUPLEX CONVENIENCE OUTLET DCO -1 115 1 15.0 X 5-15P VRF 1LT 1LT DUPLEX CONVENIENCE OUTLET DCO -2 115 1 15.0 X 5-15P 5-15P 44" VERIFY REQUIREMENTS, QUANTITY, & LOCATION W/ELECTRICAL ENGINEER. MT. HORZ. DUPLEX CONVENIENCE OUTLET DCO -3 115 1 16.0 X 39" MOUNT HORIZONTAL RECEPTACLE MUST CLEAR 37" ELECTRICAL SYMBOLS FE] DISCONNECT SWITCH I- ROUGH -IN FROM WALL DUPLEX RECEPTACLE MTD. ON DROP CORD FROM CEILING DUPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE SIMPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE ® SPECIAL PURPOSE OUTLET, 120 -VOLT, GROUND TYPE ® SPECIAL PURPOSE OUTLET, 208/240 -VOLT AS INDICATED, GROUND TYPE �D DATA OUTLET - FOR POS SYSTEM Q JUNCTION BOX O ELECTRICAL CONDUIT, STUB AS INDICATED Q FLOOR/CEILING RECEPTACLE AS INDICATED G ISOLATED GROUND - FOR POS SYSTEM WP WATERPROOF COVER AT RECEPTACLE Ift FIELD WIRING, EXPOSED RIGID WATERTIGHT CONDUIT FIELD WIRING, CONCEALED IN WALL, FLOOR, OR CEILING V VOLTAGE H. P. HORSEPOWER K. W. KILOWATT D. F. A. DOWN FROM ABOVE B. T. C. BRANCH TO CONNECTION +#" ABOVE FINISHED FLOOR TAG NUMBER \ , \ , \ , , x � � x x x ,\ \, i \ BEER HOOD HOOD MCE MAKER COOLER i \ COOLER COND. COND, COND, COND. FREEZER COND, COND. CE M�CONTARE TO L L -1 LJ L --1 OTE: VERIFY LOCATION OF CONDENSERS & COMPRESSORS W/ARCHITECT. ELECTRICAL ROUGH -IN NOTES I A. ALL ELECTRICAL OUTLETS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE FOODSERVICE EQUIPMENT CONTRACTOR, UNLESS OTHERWISE NOTED. FOR ANY ADDI- TIONAL CONVENIENCE OUTLETS, REFER TO OTHER ELECTRICAL DRAWINGS & REQUIREMENTS. B. ALL 120V OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS, TO BE RATED AT 15 AMPS WITH MINIMUM LOOPING, C. ALL ROUGH -INS SHOWN ARE TO BE RUN INSIDE WALLS, (EXCEPT STUB -UPS). LOCATIONS INDICATE POINT OF EXIT FROM WALLS, CEILING OR FLOOR. - (UNLESS NOTED OTHERWISE) D. ELECTRICAL CONTRACTOR TO BRANCH TO CONNECTION WHERE REQUIRED AND TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND COMPLETE ANY INTERNAL WIRING REQUIRED IN THE FIXTURES INCLUDING INTER WIRING TO APPLIANCES AS REQUIRED BY THE SPECIFICATION AND/OR DRAWINGS. E. ALL ELECTRICAL OUTLET COVER PLATES ARE TO BE STAINLESS STEEL. THOSE REQUIRED IN BUILDING STRUCTURE ARE TO BE FURNISHED BY THE ELECTRICIAN, WITH RECEPTACLE. ALL MAIN BREAKER PANELS AND DISCONNECT SWITCHES REQUIRED BY OTHER ELECTRICAL DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AT TIME OF INSTALLATION. F. ELECTRICAL CONTRACTOR TO PROVIDE TIE-IN WIRING BETWEEN FIRE PROTECTION BOTTLE CONTROL HEAD, MICRO -SWITCH AND COOKING EQUIPMENT TO COMPLY WITH APPLICABLE LOCAL CODE REQUIREMENTS FOR EMERGENCY SHUTDOWN OF ENTIRE COOKLINE. SHUNT TRIP CIRCUITRY MAY BE REQUIRED, REFER TO OTHER ELECTRICAL PLANS. G. UNLESS OTHERWISE INDICATED THE ELECTRICAL LOADS SPECIFIED ARE THE CONNECTED LOADS, FUSE OR CIRCUIT BREAKER SIZE TO BE DETERMINED ACCORDINGLY, BASED UPON APPLICABLE CODE REQUIREMENTS, OMISSIONS OR ERRORS IN THE SCHEDULE DO NOT RELIEVE ELECTRICAL CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTION RESPONSIBILITY. REVIEW OF EQUIPMENT BROCHURE BOOK AND SHOP DRAWINGS WILL ASSURE CORRECTNESS OF THIS WORK. H. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES, STARTERS, DISCONNECTS, CORDS ETC. FOR ALL EQUIPMENT UNLESS NOTED OTHERWISE. ALL DISCONNECTS OR LOCK -OUT DEVICES, STARTERS, ETC. TO MEET N.E.C. AND O.S.H.A. STANDARDS. I. ALL RECEPTACLES SHALL BE GROUNDED PER N.E.C. AND O.S.H.A. AND TO HAVE GROUND FAULT PROTECTION J. ALL THREE (3) PHASE POWER CONNECTIONS TO BE ON A FOUR (4) WIRE MINIMUM SYSTEM, AND ALL SINGLE (1) PHASE POWER CONNECTIONS TO BE ON A THREE (3) WIRE SYSTEM. K. ALL WORK, RELATING TO THE INSTALLATION & HOOKUP OF THE SPECIFIED EQUIPMENT, IS TO BE PERFORMED IN FULL ACCORDANCE WITH APPLICABLE CITY, COUNTY, LOCAL STATE & FEDERAL CODES AND ALL OTHER GOVERNMENTAL REGULATORY REQUIREMENTS. L ELECTRICAL CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS NECESSARY TO PROVIDE SERVICE TO LOCATIONS & EQUIPMENT AS SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. ELECTRICAL CONTRACTOR IS ALSO RESPONSIBLE FOR MAKING FINAL CONNECTIONS TO EQUIPMENT AND FITTINGS SUPPLIED AND/OR INSTALLED BY FOODSERVICE EQUIPMENT CONTRACTOR. M. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL CONVENIENCE OUTLET, SHOWN AND NOT SHOWN ON DRAWING FOR KITCHEN. (VERIFY LOCATIONS AND HEIGHT W/OWNER) N. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL LIGHT BULBS FOR HOODS AND WALK-INS. NOTE: ALL DIMENSIONS ARE PULLED FROM FINISHED SURFACES. EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATIONS) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATIONS) TO EQUIPMENT SPECIFICATION(S) BE INCORPORATED, DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATIONS)I SHALL BE THE RESPONSIBILITY OF OTHERS. K4 r. bJ3 EXHAUST HOOD/MUA GENERAL NOTE, DRAWN BY: COD All Hood/Fan/EMS/UDS/PCU electrical connections and CHECKED BY: NO. interconnections to be provided and installed by DATE DRAWN: DESCRIPTION Electrician. Electrician to provide, install, and land wiring 6-18-14 05 between hood lights, hood temp sensors, remote Ansul REDIDIWALK-INSTF 4 system microswitches, and any other component �1 requiring an electrical connection to the Captive -Aire 5 7-9-14 electrical package. BASF PLAN UPDATE Failure by the Electrician to make ALL required electrical 7 15 14 connections and interconnections will result in the UPDATE S ADDLD 4-j electrical controls not working properly. Any loss or failed test as a result of electrical controls not working properly is the responsibility of the Electrician. Light bulbs for kitchen hoods to be provided and Installed by electrician. W NOTE: ALL DIMENSIONS ARE PULLED FROM FINISHED SURFACES. EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATIONS) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATIONS) TO EQUIPMENT SPECIFICATION(S) BE INCORPORATED, DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATIONS)I SHALL BE THE RESPONSIBILITY OF OTHERS. K4 r. bJ3 U DRAWN BY: COD REVISIONS CHECKED BY: NO. W DATE DRAWN: DESCRIPTION 3 6-18-14 05 BASE REDIDIWALK-INSTF 4 7-1-14 �1 UPDATF 5 7-9-14 BASF PLAN UPDATE 6 7 15 14 13TSEPLAN EP ROUGII-I UPDATE S ADDLD 4-j W Q U • > rt -1 Cn z O Q F-� 3011 Industrial Parkway East Knoxville, TN. 37921 Phone (865) 637-2525 Fax (865) 522-4448 This drawing, being an instrument of service, is and remains the property of Tri -Mark Strategic. It is a design drawing not intended to replace required architectural or engineering plans, is not to be reused for another project Without our consent and is subject to return on demand. SCALE: 1 477 77 =1 - 0 DRAWN BY: REVISIONS CHECKED BY: NO. DATE DATE DRAWN: DESCRIPTION 3 6-18-14 05 BASE REDIDIWALK-INSTF 4 7-1-14 BASF PI AN UPDATF 5 7-9-14 BASF PLAN UPDATE 6 7 15 14 13TSEPLAN EP ROUGII-I UPDATE S ADDLD Q W z Q N - OC cv �- U [L F- CF) W �QLL z O= ^ Z 0W O WzW U =WO VJ LL J Q �Mz °O V O CU J J W W -� M SCALE: 1 477 77 =1 - 0 DRAWN BY: TW CHECKED BY: K B DATE DRAWN: - DATE ISSUED: 05 20 14 PROJECT N0. r e I m I n c r FS-2 SHEET NUMBER -.- ITEM NO. ,:_, At ------- E REMARKS AL PLUMBING STUB OUT AFF, FOR HOT & COLD `�\\ B.T.C. ON ALL BAR LENT. COORDINATE EXACT ON W/ARCHITECT & G.C. 1' PLUMBING CONNECTIONS FLOOR PLAN 1/4 P1 = 1'—O" P L U M B I N G S C H E D U L E ITEM NO. QTY DESCRIPTION REMARKS CS z IQ- 3Z �LU U(n QZ ~N =0 NZ ins NN 0V) BTUH u ¢ REMARKS 12 2 HAND SINK, WALL MOUNT Rr:.DID WALK P-12 1/2' - -- 1/2" .... ...._..... ------...... - - 18' --- B.T.C. ON SINK FAUCET AS REQUIRED - -- ................... --.............................. - - 17 ............... 1 -----------------1111-1111----..... SINK, ONE COMPARTMENT --------------------------- -- -. - P-17 _ 1/2- - 1/2' P L(' lRPLAN UPDAIL0 18" B.T.C. ON SINK FAUCET AS REQUIRED --- -- ---- --- - -- —1111-- - -- 111- - 1--------- 22 - --- 1 1111-- SINK. THREE COMPARTMENT P-22 ---- - 1/2" - - - - 1/2" -------- ------ 18' B.T.C. ON SINK FAUCET AS REQUIRED 26 1/2' 3/4- B.T.C. ON SINK FAUCET AS REQUIRED - — - - — - - - -- 1 DISH MACHINE. HIGH TEMP DISHTABLE, SOILED W/RACK SHELF do P.R. SINK BY OTHER P-26 P-28 18" 18" 28 1 1/2- J - ............................. 31 - 1 ...................... - — - -- - - - -- -- HOT WATER HEATER -- ...........------......------. BY OTHER --------- -- P-31 -- - VRF <V- VRF VERIFY REQUIREMENTS & LOCATION W/PROVIDER 32 1 MOP SINK W/ UTILITY FAUCET BY OTHER P-32 1/2" 1/2' �- ------ ------- ------- -- VRF B.T.C. ON SINK FAUCET AS REQUIRED. VRF. ALL REQ. W/PROVIDER 34 B.T.C. ON WATER FILTER, THEN TO ICE MACHINE 1 ICE MACHINE W/BIN & WATER FILTER - CUBE STYLE P-34 1/2' Ow0 78" 35 BAG -N -BOX SYSTEM P-35 1/2' p VERIFY REQUIREMENTS do LOCATION W/PROVIDER --------- - - 1 BY OTHER U 84' -- 43 - 2 ------- ----- PIZZA OVEN, DOUBLE DECK, GAS ------------------------------------------ - - — --- (2)P-43 --1111- Z (2)3/4" ------- (2)320,000 ..................... . ------ 12/48' .......... ..... B.T.C. WITH (2) QUICK DISCONNECTS FOR EACH PIZZA OVEN 44 ------- 1 ------------------------------------ . GRIDDLE. COUNTER UNIT, GAS ..---.................... P-44 3/4' 11 120.000 24" B.T.C. WITH QUICK DISCONNECTS FOR GRIDDLE 11--_-...._...._........ ....... ... ....... . _......... 47 - 1 — .._....__.-.. _ HAND SINK, KNEE VALVE _ _.... P-47 .......... 1/2' 1/2' 18' B.T.C. ON KNEE VALVES & SINK FAUCET AS REQUIRED 49 1 CONVECTION OVEN. GAS (DOUBLE) P-49 (2)3/4' 100,000 12/48- --- B.T.C. WITH (2) QUICK DISCONNECTS FOR CONVECTION OVEN - ........ ........... ....... -...... _............................. -................... -- -------------- ...................... 65 2 .....................---.......................................................................................... ICE TEA BREWERBY ....... OTHER ........................ P-65 ........-------..._................. 1/4' - .... - - .......... 48' ----------------- B.T.C. ON TEA MAKER AS REQ. VRF. ALL REQ. W/PROVIDER _ 72 1 ................................. ... BEVERAGE COUNTER .......-.-......-.-..... - P-72 1/2" 1/2' 18' B.T.C. ON SINK FAUCET AS REQUIRED ......................................... ................. -- .............. 81 .. - 2 __ -------------- ................................................................. - UNDERBAR HAND SINK . P -BI ........................................................................................................................ 1/2' 1/2" -..- B.T.C. ON SINK FAUCET AS REQUIRED 2 83 UNDERBAR BLENDER STATION — - ...... _ ...—. BEER TOWER W/DRAIN PAN k RINSER P -B3 P-87 1/2' .........._---------.._._.--------- 1/2" 1/2" ------- B.T.C. ON SINK FAUCET AS REQUIRED - -- B.T.C. ON RINSER AS REQUIRED - --- 87 87 1 - - 1/2" - F.L.R. B11 -- 1 01111------- ---111-1------------ GLASSWASHER ----------- P-811 1/2' 1/2- _ B.T.C. ON GLASSWASHER AS REQUIRED _ ....................................................................................................... - ........ .. B12 ......................................... 1 .. ........................................... UNDERBAR SINK UNIT _ _ P -B12 ................................................................................................................. 1/2' 1/2- . B.T.C. ON SINK FAUCET AS REQUIRED B18 1 CENTRAL PLUMBING STUB -UP P -B18 REFER TO INDIVIDUAL PIECES OF EQUIPMENT FOR REQUIREMENTS BTU COUNT FOR GAS COOKING EQUIPMENT -------- -- --- - 860,000 ------ _ - -- -- - - PLUMBING SYMBOLS - CW -COLD WATER _ HW -HOT WATER GAS SUPPLY �- ROUGH -IN FROM WALL 0 1 FIELD CONNECTIONS B.T.U. BRITISH THERMAL UNIT D.F.A. DOWN FROM ABOVE +#" ABOVE FINISH FLOOR B.T.C. BRANCH TO CONNECTION W.C. WATER COLUMN CP-#DTAG NUMBER PLUMBING NOTES A. ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE FOODSERVICE EQUIPMENT CONTRACTOR, UNLESS OTHERWISE NOTED. FOR ANY ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE OTHER MECHANICAL PLANS. B. PLUMBER TO BRANCH TO CONNECTION WHERE REQUIRED AND TO FULLY CONNECT ALL EQUIPMENT. FOR SPECIFIC TYPE OF CONNECTION AND LOCATIONS REFER TO THE EQUIPMENT BROCHURES. C. PLUMBER TO PROVIDE SHUT-OFF VALVES ON ALL WATER AND GAS LINES, ALL VALVES, CUT-OFFS, TRAPS, HYDROSTATIC SHOCK ELIMINATORS, PRESSURE REGULATORS AND MATERIAL NECESSARY TO CONNECT ALL LINES, UNLESS OTHERWISE SPECIFIED ON THE ITEM SPECIFICATIONS. D. PLUMBING CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ALL PLUMBING COMPONENTS NECESSARY TO PROVIDE SERVICE TO LOCATIONS AND EQUIPMENT AS SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. PLUMBING CONTRACTOR IS ALSO RESPONSIBLE FOR MAKING FINAL CONNECTIONS TO EQUIPMENT AND FITTINGS SUPPLIED AND INSTALLED BY FOODSERVICE EQUIPMENT CONTRACTOR. E. PLUMBING CONTRACTOR TO INSTALL MECHANICAL GAS VALVE IN GAS LINE, SERVING ALL COOKING EQUIPMENT LOCATED UNDER EXHAUST HOOD FOR AUTOMATIC FUEL SHUT-OFF UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. GAS VALVE TO BE LOCATED IN MECHANICAL COMPARTMENT OF UTILITY DISTRIBUTION SYSTEM. F. FOR GAS POWERED EQUIPMENT, REFER TO EQUIPMENT CUT SHEET FOR INCOMING GAS PRESSURE. G. FOODSERVICE EQUIPMENT CONTRACTOR IS TO PROVIDE ALL FAUCETS, DRAIN OUTLET FITTINGS IN FIXTURES AND SPECIALTY ITEMS AS OUTLINED IN THE ITEM SPECIFICATIONS. H. OMISSIONS OR ERRORS IN SCHEDULE DO NOT RELIEVE PLUMBING CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTION RESPONSIBILITY. HIS REVIEW OF EQUIPMENT BROCHURE BOOK AND DRAWINGS, WILL ASSURE CORRECTNESS OF HIS WORK. I. FAILURE TO COMPLY WITH THESE NOTES COULD VOID OR CANCEL MANUFACTURERS WARRANTIES. DO NOT FAIL TO COMPLY WITH THESE NOTES IN THE AREAS THAT THEY APPLY TO. IF THEIR IS DOUBT AS TO THE PROPER INTERPRETATION OR ACTION THAT IS INTENDED, CONTACT THE ARCHITECT OR OWNER'S REPRESENTATIVE IMMEDIATELY. VERIFY WITH ARCHITECT OR OWNER'S REPRESENTATIVE, FINAL EQUIPMENT REQUIREMENTS BEFORE ORDERING MATERIAL REVISIONS IN EQUIPMENT OR PERFORMANCE MAY AFFECT THE PLUMBERS WORK. J. ALL WORK RELATING TO THE INSTALLATION AND HOOKUP OF THE SPECIFIED EQUIPMENT IS TO BE PERFORMED IN FULL ACCORDANCE WITH APPLICABLE CITY, COUNTY, LOCAL, STATE AND FEDERAL CODES AND ALL OTHER GOVERNMENTAL REGULATORY REQUIREMENTS. RECOMMENDED WATER FILTER INSTALLATION DIAGRAM ril COLD FILTER C.W. TO WATER INLET ICE MAKER FLOOR DRAIN EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIA110N(S) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATIONS) TO EQUIPMENT SPECIFICATION(S) BE INCORPORATED. DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATION(S) SHALL BE THE RESPONSIBLITY OF OTHERS. NOTE: ALL DIMENSIONS ARE PULLED FROM FINISHED SURFACES. 3011 Industrial Parkway East Knoxville, TN. 37921 Phone (865) 637-2525 Fax (865) 522-4448 This drawing, being an instrument of service, is and remains the property of Tri—Mark Strategic. it Is a design drawing not Intended to replace required architectural or P engineering plans, is not to be reused for another project without our consent and is subject to return on demand. 1 /4"=1'-0 V REVISIONS CHECKED BY: Q � W DATE DRAWN: DESCRIPTION 3 6-18-14 O 5 20/14 Rr:.DID WALK - INS ry 7-1-14 BASIL PLAN UPDAIL 5 7-9-14 BASIL PLAN UPDAL 6 7-15-14 P L(' lRPLAN UPDAIL0 0 VNE04 V U) W W V z W v J rn 3011 Industrial Parkway East Knoxville, TN. 37921 Phone (865) 637-2525 Fax (865) 522-4448 This drawing, being an instrument of service, is and remains the property of Tri—Mark Strategic. it Is a design drawing not Intended to replace required architectural or P engineering plans, is not to be reused for another project without our consent and is subject to return on demand. SCALE: 1 /4"=1'-0 DRAWN BY: REVISIONS CHECKED BY: NO. DATE DATE DRAWN: DESCRIPTION 3 6-18-14 O 5 20/14 Rr:.DID WALK - INS 4 7-1-14 BASIL PLAN UPDAIL 5 7-9-14 BASIL PLAN UPDAL 6 7-15-14 P L(' lRPLAN UPDAIL0 U) W z W J rn <V- Z N 0 0 N LL nI �- J W Os .. Z Ow0 Z WMW p = a'- O U U) �MZ r u- 0 00 � < Z r/i1 V O J J LU LZ G SCALE: 1 /4"=1'-0 DRAWN BY: TW CHECKED BY: KB DATE DRAWN: — DATE ISSUED: O 5 20/14 PROJECT NO. r e I t'1'1 I n a r FS -3 SHEET NUMBER M 0 Ll 0 11 U WASTE CONNECTIONS FLOOR PLAN 1/4 PP = 1'-0" W A S T E S C H E D U L E SINK AND/OR DRAINS ARE TO BE FLUSH W/ FINISHED FLOOR UNLESS OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS JI - 4Z TO CREATE "PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM CENTERLINE OF DRAIN. . . . . . DW -3 = 3" DIRECT WASTE LINE- ROUGHED IN WALL �NS ADDS Dc �z a11-1 Xz G . . . . . HD-1 = 2" INDIRECT WASTE LINE- FOR EVAPORATOR COIL DRAIN LINES Z ITEM W U ww 95w L.': N NO. QT1--WALK-IN DESCRIPTION REMARKS 1¢- o Fn Z N ¢ REMARKS 1 - 1WALK-IN COOLER EVAPORATOR COIL _ -- --- -- -- -- FREEZER EVAPORATOR COIL --- - HD-1 5/8" 5/8" FLR - FLR CONNECT DRAIN LINE, EXTEND TO HUB DRAIN - CONNECT DRAIN LINE EXTEND TO HUB DRAIN 1WALK-IN - - HD-1 1.1 - 1 BEER COOLER EVAPORATOR COIL .___.. ..............._...._.............................. .. HD-1 ------ 5/8' FLR ---- ------ - --- ------------ CONNECT DRAIN UNE, EXTEND TO HUB DRAIN 12 2 ........................................... HAND SINK. WALL MOUNT _ DW -1 __....... 1-1/2' ..................... ... .......... 20" ..................--- ....................................... . - ...... --......... - _ CONNECT DRAIN LINE AS REQUIRED 17 1 SINK, ONE COMPARTMENT FS -2 2" FLR CONNECT DRAIN LINE, EXTEND TO FLOOR SINK SINK, THREE COMPARTMENT ---------- ---_. --------._.... FS -2 -- -......... FLR 22 1 --- 2" CONNECT DRAIN UNE, EXTEND TO FLOOR SINK 28 — 1 SOILED DISH TABLE ------------ -- - ------------------- ------ ---------- ---— FS -2 ---- 2" ---------- ----- FLR -.---..... ---------------- CONNECT DRAIN LINE, EXTEND TO FLOOR SINK 32 1 MOP SINK BY OTHER -- DW -1 .-....--------- 1-1/2" -- - - . VRF ------------- - -- -------------- ......----- ----- - ---- - VERIFY REQUIREMENTS AND LOCATION W/ OWNER 33 1 FLOOR TROUGH BY OTHER - ---- - - TD -1 FS -2 VRF FLR VERIFY REQUIREMENTS AND LOCATION W/ OWNER CONNECT DRAIN LINE, EXTEND TO FLOOR SINK 34 - -- -- 1 ICE MACHINE W/BIN & WATER FILTER - --------------- - -- ---------- 3/4" FLR 47 --- 1 ------... HAND SINK, KNEE VALVE - -- ..................----- - - ------------ - - - -........... DW -1 -------------- 1-1/2" --- 20" -------- - -- ---- - - - ---------- CONNECT DRAIN UNE AS REQUIRED 52 1 WARMER. FOOD - (12X20), DROP-IN ....... -....... ....... FS -2 - ............-- 2' 2' - - FLR FLR ---....---- - ---......... ----- ------- CONNECT DRAIN LINE AS REQUIRED CONNECT DRAIN UNE AS REQUIRED CONNECT DRAIN LINE, EXTEND TO FLOOR SINK 59 1 2 COLA WELL., (ICE -COOLED) SODA DISPENSER WACE CHEST (DROP-IN) FS -2 63 BY OTHER FS -2 3/4" FLR 81 - - 2 --- UNDERBAR HAND SINK --------------- ---- - -.... - - FS -2 1-1/2" FLR CONNECT DRAIN LINE, EXTEND TO FLOOR SINK 82 2 2 - --- - ----------------- ----- UNDERBAR COCKTAIL STATION W/COLD PLATE - .------------- - - FS -2 --- ------------ . -......... 1-1/2" 1-1/2' FLR --- -------------------------------------- - - .------------- CONNECT DRAIN LINE. EXTEND TO FLOOR SINK CONNECT DRAIN LINE, EXTEND TO FLOOR SINK 83 UNDERBAR BLENDER STATION FS -2 RR -- - 1 BEER TAPS (36) W/DRAIN PAN & RINSER - ---- ---........--- -- - ........... - .......... --- - 1/2" 87 - - -------- - -................... - HD -2 CONNECT DRAIN UNE, EXTEND TO HUBDRAIN 89 ----- 1LT UNDERBAR DRAIN BOARD W/GLASS RACK .............. ---- - ----- --- .. ---- --- FS -2 --............... ... ----- 1/2" - --- FLR . .................. ... ---.................. -------- ------- ........ --- ----- - CONNECT DRAIN UNE, EXTEND TO FLOOR SINK 811 1 UNDERBAR GLASSWASHER ..... ........- FS -2 ---- .. 1-1/2' --------- - - FLR - ----- ---------------------- ----- CONNECT DRAIN LINE, EXTEND TO FLOOR SINK 1 UNDERBAR DRAINBOARD 1-1/2' FLR 812 FS -2 CONNECT DRAIN LINE, EXTEND TO FLOOR SINK WASTE NOTES A. ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE FOODSERVICE EQUIPMENT CONTRACTOR, UNLESS OTHERWISE NOTED. FOR ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE ARCHITECT'S PLUMBING PLAN. ALL DIMENSIONS GIVEN ARE FROM COLUMN GRID LINES AS SHOWN. B. PLUMBER TO CONNECT ALL DRAIN LINES, AND WASTE LINES, ETC. CONNECT INDIRECT WASTES FROM EQUIPMENT (DRAINBOARDS, QUICK DRAINS, ICE BINS, DIPPERWELLS, ETC.) TO THE NEAREST AND MOST ACCESSIBLE FLOOR OR HUB DRAIN. DO NOT RUN DISPOSER WASTE TO GREASE TRAP DO NOT RUN WASTES SO AS TO INTERFERE WITH OPERATION OF BUSINESS OR FUNCTION OF EQUIPMENT. SECURE TO EQUIPMENT, WALLS OR FLOOR AS REQUIRED BY ARCHITECT OR CODE. C. PLUMBER TO BRANCH TO CONNECTION WHERE REQUIRED AND TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM UNITS TO DRAINS, THESE LINES TO BE NO SMALLER THAN THE STUB OUT OF THE FIXTURE, FOR SPECIFIC TYPE OF CONNECTION AND LOCATIONS REFER TO THE EQUIPMENT BROCHURE. D. ALL FLOOR SINK AND/OR DRAINS ARE TO BE FLUSH W/ FINISHED FLOOR UNLESS OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE "PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM CENTERLINE OF DRAIN. E. PLUMBING CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ALL PLUMBING COMPONENTS NECESSARY TO PROVIDE SERVICE TO LOCATIONS AND EQUIPMENT AS SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. PLUMBING CONTRACTOR IS ALSO RESPONSIBLE FOR MAKING FINAL CONNECTIONS TO EQUIPMENT AND FITTINGS SUPPLIED AND INSTALLED BY FOODSERVICE EQUIPMENT CONTRACTOR. F. CONTRACTOR TO PROVIDE GREASE RECEPTOR IN CONFORMANCE WITH THE LOCAL BUILDING CODE AS SHOWN ON THE WASTE DRAWINGS G. OMISSIONS OR ERRORS IN SCHEDULE DO NOT RELIEVE PLUMBING CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTION RESPONSIBILITY. HIS REVIEW OF EQUIPMENT BROCHURE BOOK AND DRAWINGS, WILL ASSURE CORRECTNESS OF HIS WORK. H. ALL WORK RELATING TO THE INSTALLATION AND HOOKUP OF THE SPECIFIED EQUIPMENT IS TO BE PERFORMED IN FULL ACCORDANCE WITH APPLICABLE CITY, COUNTY, LOCAL, STATE AND FEDERAL CODES AND ALL OTHER GOVERNMENTAL REGULATORY REQUIREMENTS. NOTE: IN SLAB ROUGH -INS ARE DIMENSIONED FROM INTERIOR WALL (FINISHED) OF EXTERIOR PERIMETER BUILDING WALLS. NOTE: ALL DIMENSIONS ARE PULLED FROM FINISHED SURFACES. WASTE SYMBOLS -M..... FS -3 = FLOOR SINK LESS GRATE 10" DEEP rin . . . . . FS -2 = FLOOR SINK, W/HALF GRATE . FS -1 =FLOOR SINK, WITH $" X 8" TOP GRATE . . . . . FD -1 = FLOOR DRAIN, WITH TYPE "A" STRAINER 5" TOP` . . .. . HD -2 = 2" INDIRECT WASTE LINE- ROUGHED IN FINISHED FLOOR AT 3" AFF, FOR MOP SINK - (VERIFY REQUIREMENTS) TD -1 = TRENCH DRAIN W/4" TRAPPED CONNECTION INTO BOTTOM OUTLET. PROVIDE FLOOR RECESS TO ACCOMMODATE FLOOR TROUGH, SIZE AS SPECIFIED -� FIELD CONNECTIONS I- ROUGH -IN FROM WALL XXX TAG NUMBER EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATIONS) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATION(S) TO EQUIPMENT SPECIFICATION(S) BE INCORPORATED. DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATION(S) SHALL BE THE RESPONSIBLITY OF OTHERS. � . . . . . DW -1 = 1-1/2" DIRECT WASTE LINE- ROUGHED IN WALL DESCRIPTION AT 12" AFF, FOR HANDWASH SINK AND WATER COOLER AN ' R` DID WALK --INS . DW -2 = 2" DIRECT WASTE LINE- ROUGHED IN WALL BASIL PIAN UPDAL AT 12" AFF, FOR DISPOSER 7-9-14 BASL PLAN UI -'DA i L . . . . . DW -3 = 3" DIRECT WASTE LINE- ROUGHED IN WALL �NS ADDS AT 12" AFF, FOR DISPOSER lPreliminary . . . . . HD-1 = 2" INDIRECT WASTE LINE- FOR EVAPORATOR COIL DRAIN LINES . . .. . HD -2 = 2" INDIRECT WASTE LINE- ROUGHED IN FINISHED FLOOR AT 3" AFF, FOR MOP SINK - (VERIFY REQUIREMENTS) TD -1 = TRENCH DRAIN W/4" TRAPPED CONNECTION INTO BOTTOM OUTLET. PROVIDE FLOOR RECESS TO ACCOMMODATE FLOOR TROUGH, SIZE AS SPECIFIED -� FIELD CONNECTIONS I- ROUGH -IN FROM WALL XXX TAG NUMBER EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATIONS) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATION(S) TO EQUIPMENT SPECIFICATION(S) BE INCORPORATED. DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATION(S) SHALL BE THE RESPONSIBLITY OF OTHERS. � U DESCRIPTION 3 Q AN ' R` DID WALK --INS 4 7-1 14 BASIL PIAN UPDAL Q 7-9-14 BASL PLAN UI -'DA i L 6 7-15-14,.p �NS ADDS PROJECT N0, lPreliminary W U • ,--i N F+1 3011 Industrial Parkway East Knoxville, TN. 37921 Phone (865) 637-2525 Fax (865) 522-4448 This drawing, being an instrument of service, is and remains the property of Tri -Mark Strategic. It is a design drawing not intended to replace required architectural or engineering plans, is not to be reused for another project without our consent and is subject to return on demand. REVISIONS NO. DATE DESCRIPTION 3 6-- 1H -14I AN ' R` DID WALK --INS 4 7-1 14 BASIL PIAN UPDAL 5 7-9-14 BASL PLAN UI -'DA i L 6 7-15-14,.p �NS ADDS PROJECT N0, lPreliminary Y Z m J Nom~ z NDN O FHM F- W u p2� W Owl Z z �O z �Mz 0 O Q J W SCALE:_1/4'=1'-o'_ DRAWN BY: TW CHECKED BY: KB DATE DRAWN: — DATE ISSUED: 05 2 O 14 PROJECT N0, lPreliminary FS -4 SHEET NUMBER 0 U 0 U 0 a COORDINATE & VERIFY ROUTE & QUANTITY OF SODA LINES WITH SUPPLIER/ARCHITECT/G.C. \7 9 � a I 54' TO 84' B 42" TO 60' I I I I I I I I I I I I I I I I I I 3(6" TO_ I B I 36" TO 52' G.C. TO PROVIDE 6' PLYWOOD BACKING TO BOTH FRONT AND BACK SIDE OF WALL FOR PASS—THRU SHELF 30" TO 84' B A FS -5 FS -5 o SE –ELECTRICAL \\ \ –UP–PLUMBING \\\\\\ \\ \ \\ TIO II� SPECIAL CONDITIONS PLAN 1/4 of = V-091 11 1 i 1 GEN. CONTR. TO 1 I INJOTED 11 SCREW PLYW. BK I TO STUDS MTL. STUD WALL SHELF v_ r w 2" PLYWOOD r/rrr/rr� r, Gi`BLOCKING O p z LLJ Oz 1pFIN. WALL—Z O z r,,,, O p �I z FINISHED FLOOR o l 1 1 I , I 11 z TYPICAL PLYWOOD BLOCKING DETAIL NO SCALE SPECIAL BUILDING CONDITIONS B. BLOCKING REQUIRED IN WALL FOR WALL -MOUNTED EQUIPMENT. BLOCKING SHALL BE 1/2 INCH THICK FIRE RATED PLYWOOD, UNLESS OTHERWISE NOTED, AND SHALL EXTEND BETWEEN DIMENSIONS -A.F.F. AS SHOWN AS KEYNOTE CALLOUT. C. CONDUIT FOR BEER AND SODA LINES TO BE 8" PVC PIPE WITH 24" ELECTRICA SWEEPS, NO HARD TURNS. EXACT LOCATION & QUANTITY TO BE VERIFIED WITH THE PLUMBING CONTRACTOR, BEER AND SODA INSTALLER, ARCHITECT AND G.C. INSLAB SYMBOLS 0 BEVERAGE STUB OUT SLAB DEPRESSION BLOCK OUT IN SLAB Ia11GEEZZ BEVERAGE LINES ABOVE CEILING BEVERAGE LINES BELOW SLAB NOTE: IN SLAB ROUGH -INS ARE DIMENSIONED FROM INTERIOR WALL (FINISHED) OF EXTERIOR PERIMETER BUILDING WALLS. NOTE: ALL DIMENSIONS ARE PULLED FROM FINISHED SURFACES. S/S PASS�TUDni irnu CUCI r S BRACh REFRIGERATED SALAD PR UNIT WITH FLAT TOP I 24" TOP 6" OF WALL TO HAVE 1/2" PLYWOOD BACKING 1 '"'C'ALLED INSIDE OF STUD LOTH SIDES A PASS -TF - FS -5 NO SCALE S/S PASS-THROUGH SHELF- S/S BRACKET, SHIPPED LOOSE, FIELD INSTALLED REFRIGERATED PIZZA PREP --i PREP UNIT TOP 6" OF WALL TO HAVE 16" 1/2" PLYWOOD BACKING INSTALLED INSIDE OF STUD ON BOTH SIDES 5" 6 5" R 00 4- NOTE: WALL WIDTH WILL VARY AMONG PROJECTS DEPENDING ON FINISH. e PASS-THRU DETAIL 0 PIZZA PREP UNIT FS -5 NO SCALE EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATION(S) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATION(S) TO EQUIPMENT SPECIFICATIONS) BE INCORPORATED. DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATION(S) SHALL BE THE RESPONSIBLITY OF OTHERS. b.0 1/4"=1 - 0 0 UJQ CHECKED BY: NO. DATE 16-18-14 Q � C� 3 DATE ISSUED: 105/20 14 RHUID WALK- INS 4 7-1-14 BAS=_ PLAN UPUA1F 5 • Cd E UPDAIL 6 7-15-14 MLP ROUGH–INS ADDLD W U '-d VJ O O W 3011 Industrial Parkway East Knoxville, TN. 37921 Phone (865) 637-2525 Fax (865) 522-4448 This drawing, being an instrument of service, is and remains the property of Tri–Mark Strategic. It is a design drawing not intended to replace required architectural or engineering plans, is not to be reused for another project without our consent and is subject to return on demand. SCALE: 1/4"=1 - 0 DRAWN BY: REVISIONS CHECKED BY: NO. DATE 16-18-14 DATE DRAWN: DESCRIPTION 3 DATE ISSUED: 105/20 14 RHUID WALK- INS 4 7-1-14 BAS=_ PLAN UPUA1F 5 7-9-14 RASF PLAN UPDAIL 6 7-15-14 MLP ROUGH–INS ADDLD VJ W LU Z Q M 0P*.. r L1C N Z _N co O <L O= .. p 0 Lu o z W z O =ao- O v I) -r— LL. Z _ J op o Q Q U O W CL U) W SCALE: 1/4"=1 - 0 DRAWN BY: TW CHECKED BY: KB DATE DRAWN: — DATE ISSUED: 105/20 14 PROJECT N0. Pre l m I n a r FS�5 SHEET NUMBER 0 u ec 6 N W 4 2" BRACKET ON PASS-THRU ASS-THRU OUTLET DETAIL FS-6 4/890 = it—VI E-70 DCO -2 C PREP AREA ELEVATION FS -6 3/8" = 1'—C B HOAGIE STATION ELEVATION FS -6 3/8" = 1'-0" BEVERAGE COUNTER FS -6 3/8" = 1'-0" EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATION(S) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATION(S) TO EQUIPMENT SPECIFICATIONS) BE INCORPORATED. DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATIONS) SHALL BE THE RESPONSIBLITY OF OTHERS. K**A D-70 ------------- r _ -- r i - - I:� — 0 E -70E-65 Q UJQ DATE DRAWN: DESCRIPTION 3 6-18-14 05/20/14 BASE 77N UPDAI� REDID VJAL.K INS 4 7-1-14 P-65 BASE PIAN °° 5 u 1 -- UPDATE 6 ------ -® ._.-t - ... _ , P ROUGH- LJ v I 1 E-63 E-63.1 w 00 vJ V ®® z . rw P-72 V c� J BEVERAGE COUNTER FS -6 3/8" = 1'-0" EQUIPMENT SPECIFICATION NOTE: EQUIPMENT INFORMATION (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS & UTILITY CONNECTIONS) CONTAINED IN THESE DOCUMENTS IS APPLICABLE ONLY FOR THE EQUIPMENT SPECIFIED BY SESC (STRATEGIC EQUIPMENT & SUPPLY CORP.). SESC SHALL NOT BE RESPONSIBLE FOR DEVIATION(S) FROM THE SPECIFIED EQUIPMENT AND/OR USE OF THESE DOCUMENTS SHOULD DEVIATION(S) TO EQUIPMENT SPECIFICATIONS) BE INCORPORATED. DOCUMENT MODIFICATION/COORDINATION DUE TO CHANGES IN EQUIPMENT SPECIFICATIONS) SHALL BE THE RESPONSIBLITY OF OTHERS. K**A 1 4 =1 '_0 DRAWN BY: ..� — 0 CHECKED BY: Q UJQ DATE DRAWN: DESCRIPTION 3 6-18-14 05/20/14 BASE 77N UPDAI� REDID VJAL.K INS 4 7-1-14 BASE PIAN Cn 5 7-9-14 BAH PLAN UPDATE 6 / lb -14 P ROUGH- INS ADDED w vJ V z . rw V c� J Q O O Z �t 3011 Industrial Parkway East Knoxville, TN. 37921 Phone (865) 637-2525 Fax (865) 522-4448 This drawing, being an instrument of service, Is and remains the property of Tri—Mark Strategic. It is a design drawing not intended to replace required architectural or engineering plans, is not to be reused for another project without our consent and is subject to return on demand. $CALF 1 4 =1 '_0 DRAWN BY: REVISIONS CHECKED BY: NO. DATE DATE DRAWN: DESCRIPTION 3 6-18-14 05/20/14 BASE 77N UPDAI� REDID VJAL.K INS 4 7-1-14 BASE PIAN UPDATE 5 7-9-14 BAH PLAN UPDATE 6 / lb -14 P ROUGH- INS ADDED vJ z W J Q 0o Z �t •� 0 N0 N W -- �- M �-- �QJ LLQ W a 0W0 W WZW W rwo U �Mz r L > �coQW W a .J p J W O 2 LL $CALF 1 4 =1 '_0 DRAWN BY: TW CHECKED BY: KB DATE DRAWN: — DATE ISSUED: 05/20/14 PROJECT NO. r e I m I n a r FS-6 SHEET NUMBER TTnnn TAT L1nDJrArPMAT T—;,ll9/1LJ^/Q` f) l l V YJ A/ l i t l —A Y i Il S 1 1 i —4 1 LIGHTS) OPTION EXHAUST PLENUM 1 27 FIELD WRAPPER 42,00" HOOD CONFIG HOOD TAG MODEL LENGTH MAX. C❑❑KING MUA CFM AC CFM HOOD CONSTRUCTI❑N TOTAL RISER(S) END TO ROW 27600" Long 430 SS 3 46, Right FIELD WRAPPER 42.00" NO Front, Right 10" 28' TEMP, EXH CFM WIDTH LENG. DIA. CFM SIP High Front, Left, Right END BACKSPLASH 120.00" High X 4824 4' 0,00" " N 16 1 3 L55 Series E26 NO 12" 600 -0066" 8" 304 SS 118 LBS 1 27 46, Right SS Baffle with Handles 700 Deg, 600 0 0 NO ALONE ALONE 3,0 SC-321110FP 1 Light 1 Fan YES 671 LBS � � 28' AC VHB-G 46.1 SS Baffle with Handles 3 16" 16 " 2 L55 Series E26 NO 162" 24' 6" 1007 12" YES 321 LBS 649 6624 8' 0,00" 450 24' MUA Coc� Ions HVAC Conns c 5 5 5 14" 1400 -0.281" 28" 7' 430 SS 0.138" 2 46, Left 8" Deg 1400 1120 500 Where Exposed p LEFT ALONE AC ND-2-ACPSP-F 16" 75' 250 0059" LCl� 2 48' 2V 27' - 54" AC 8" 16" 250 6624 12' 6.00" 450 54" 27 12" 1187 -0.329" 16" 12' 6,00'Nom•/12' 6,00'❑D 430 SS 0059" 4 3 46, Right ND-2-ACPSP-F 24" ITeg' 2375 1948 750 Where Exposed RIGHT ALONE 12" 1187 -0.329" AC 5424 4' 3 00' 450 125 0.049" 10" 744 -0.251' 430 SS 4 46,1 0049' Deg' 744 595 250 Where Exposed ALONE ALONE ND-2-ACPSP-F r r r n 7 r A r"/% 7-1 1 r A lTT T r% AT unnn nDTTnATQ iH❑OD NO. viTAGvy FILTER(S) LIGHTS) OPTION FIRE 1 27 FIELD WRAPPER 42,00" High Front, Left, Right 2 46, Left FIELD WRAPPER 42.00" High Front, Left SYSTEM ELECTRICAL SWITCHES BACKSPLASH 120.00" High X 27600" Long 430 SS 3 46, Right FIELD WRAPPER 42.00" High Front, Right 10" 28' 0 RIGHT QUARTER END PANEL 23" Top Width, 0' Bottom Width, 23" High 430 SS 4 46.1 FIELD WRAPPER 42,00" High Front, Left, Right BACKSPLASH 120.00" High X 69.00" Long 430 SS 11VV1J 11V 1' Vl�lYlt111V1V FILTER(S) LIGHTS) UTILITY CABINET(S) FIRE HOOD HOOD NO TAG TYPE QTY, HEIGHT LENGTH QTY, TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM PIPING HANGING WGHT TYPE SIZE MODEL # QUANTITY 1 27 MUA 10" 28' 0 560 0146" Q NO 356 LBS 2 46, Left SS Baffle with Handles 5 " N 16 1 3 L55 Series E26 NO AC M D F_ 8" YES 118 LBS 3 46, Right SS Baffle with Handles 9 16 16" 4 L55 Series E26 NO Right Ansul R102 3,0 SC-321110FP 1 Light 1 Fan YES 671 LBS � � 28' AC 4 46.1 SS Baffle with Handles 3 16" 16 " 2 L55 Series E26 NO 162" 24' 6" MUA 12" YES 321 LBS 649 0,138" DL�DL-'nDA7'L'n VTTDDT v DT rATTTA11'QI HO❑D NO, TAG POS. LENGTH WIDTH HEIGHT TYPE WIDTH RISER(S) LENG, DIA. CFM S.P. 2 46, Lef t Front 96" 24" 6' MUA 10" 28" II 014' \ 560 0.146" I 012" MUA 10" 28' 560 0146" Q AC 8" 125 0049" U.L, Listed L55 Series E26 Canopy \ Light Fixture - High Temp Assembly U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly AC M D F_ 8" 125 0.049" n AC 8" 125 0049" D r 28' 28" � � � 28' AC 28" 8" 125 0049" 3 46, Right Front 162" 24' 6" MUA 12" 28" 12"---------- --------- ' 649 0,138" 12"-- ------ ------- ----a4• 24' MUA Coc� Ions HVAC Conns c 5 5 5 MUA Con HVAC 5nnectlow�— 7' S' " T MUA 12" 28" 7' 649 0.138" 8" MUA 12" 1 28" 16" 16Y 16' 649 0.138" AC 8" 16" 75' 250 0059" LCl� 2 48' 2V 27' - 54" AC 8" 16" 250 0059" 27" 54' 54" 27 12' -� AC 8" 16" 12' 6,00'Nom•/12' 6,00'❑D 250 0059" 4 46.1 Front 51" 24" 6" MUA 8' 36" 594 0.159" AC 8" 125 0.049" AC 8" 125 0049' Flex Conduit Between Sections Provided By Others DUCT THERMISTOR SENSOR INSTALLATION NOTE: Thermisbr hs 2 wires M corned in OwW ohs,et ., ,rrxProw srpasw aortl , ir., iw•a,Is,u, Miffi-0OWa yyyI�� MIR-000a21ArY WYM NMI- &V "NOTE Mt PSI*TOOLCTOR ACPPd r-bXK XSER "10 IM41W ca. I?NPT Oua awl(Wp Pen Rl4-000a7 0 II 014' \ 012" I 012" Q O 0 S6" U.L, Listed L55 Series E26 Canopy \ Light Fixture - High Temp Assembly U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly 66' M D F_ �\ n D r 28' 28" � � � 28' 28" 28" � Utility Cabinet ®0 ®0 }IT I 10'---------- ------- - 10'-- ------- --------- 24' �L 12"---------- --------- ' 12`— ------- -------- 12"-- ------ ------- ----a4• 24' MUA Coc� Ions HVAC Conns c 5 5 5 MUA Con HVAC 5nnectlow�— 7' S' " T 7' 5" 7' 5" 8" 16" 16Y 16' 48' 48' 37 1/2' 75' 37 1/2' LCl� 2 48' 2V 27' - 54" 54" 27 12' 24" 24' 24' 12' 27" 54' 54" 27 12' -� 8' 0.00'Nom,/8' 0,00'❑D 12' 6,00'Nom•/12' 6,00'❑D 13'-6,00' Overall Length PLAN VIEW — Hood #2 (46, Left) 8' 0.00" LONG 6624ND-2—ACPSP—F ACPSP ships loose for field installation PLAN VIEW — Hood #3 (46, Right) 12' 6.00" LONG 6624ND-2—ACPSP—F N❑TE1 Additional hanging angles provided for hoods 12' and longer, ACPSP ships loose for field installation Fan/Light Controls INTERFACE 54' 8"--- 24' MUA co^r HVAC Co �08' 9" 010" 10 U.L. Listed L55 Series E26 Canop Light Fixture - High Temp Assem 0========0 HOOD LIGHTS Room Override Thermostat 3,25// 211 Provides room override based on temperature differential between the room and duct. Installed by electrician on a wall, 5'-6' off the finished floor, in the space but not directly under the hood or close to an appliance (including the electrical control box) so the reading is accurate for space. F — — — — —1 Typical for 46 & 46. 1 36' a0 THE BACK SIDE (CLOSEST TO THE HOOD) OF THE PLENUM IS — _. _.............__ W _ ..... L.......... ..._..::: FOR CONNECTI❑N TO THE DEDICATED MAKE-UP AIR UNIT 5" T 25 1/2" 25 1/2' 25 /2'25 1/2" 13' 25' 13" 4' 3.00'Nom./4' 3.00'❑D N PLAN VIEW — Hood #4 (46.1) 4' 3.00" LONG 5424ND-2—ACPSP—F THE FRONT SIDE OF THE 5" PLENUM IS FOR C❑NNECTI❑N TO THE BUILDINGS HVAC SYSTEM (FULLY CONDITIONED AIR). L — ACPSP ships loose for field installation J REVISIONS nO L ^N L 75 0 (4- 05 -C5 O M O L Vn S� � o O 1 z Q DATE: 7/10/2014 DWG.#: 2087920 DRABW1N MHB - 16 SCALE: 3/4" = 1'-013 MASTER DRAWING i SHEET NO. 1 M U 0 U EXHAUST RISER HANGING ANGLE 16' SS BAFFLE WITH HANDLES AND HOOK 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS GREASE DRAIN WITH REMOVABLE CUP EXHAUST RISER HANGING ANGLE 16' SS BAFFLE WITH HANDLES AND HOOK 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS GREASE DRAIN WITH REMOVABLE CUP CTION VIEW - MODEL 6624ND-2-ACPSP- unnna — .U9 /.1R Tftl -UQ /dR RdrrhfI W - MODEL 5424ND-2-ACPSP- un n n — -U.r f.4,P -f 1 26 CANOPY LIGHT FIXTURE - iEMBLY, INCLUDES CLEAR THERMAL SISTANT GLOBE (1-55 FIXTURE) FIELD WRAPPER 42,00' HIGH (SEE HOOD OPTIONS TABLE) RISER WITH DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL M, APPLIANCE PROTECTION NOZZLE PLENUM PROTECTION NOZZLE 0 DUCT PROTECTION NOZZLE DETECTORS REMOTE MANUAL PULL STATION OPTIONAL PRE -WIRED ELECTRICAL \- REMOVABLE STAINLESS TERMINAL BOX WITH TERMINAL STRIPS, 4 4 STEEL SERVICE DOOR ERENCE 3-PHASE CONTACTORS AND OVERLOADS AGENT TANK (IF APPLICABLE) FAN AND LIGHT CONTROL PANEL OEM RELEASE/ BRACKET ASSEMBLY 16 CANOPY LIGHT FIXTURE - ;EMBLY, INCLUDES CLEAR THERMAL SISTANT GLOBE (L55 FIXTURE) FIELD WRAPPER 42.00' HIGH (SEE HOOD OPTIONS TABLE) RISER WITH DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL ERENCE TYPICAL ANSUL R-102 SYSTEM LAYOUT Hood equipment - Hoods, exhaust fans, make up air fans, fire system and pre -wire control panel to be provided by foodservice Equipment Contractor. Equipment to be installed by others, ductwork and all wiring by others Typical for 46 & 46. 9 VERIFY PIAMYSIOWS" IF ORDERED EIGHT Z BACKSPLASH PANELS SLIDE INT❑ CAP STRIPS BACKSPLASH PANELS SLIDE INT❑ DIVIDER BAR EXHAUST RISER HANGING ANGLE IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS W END CAPS TO WALL, SLIDE BACKSPLASH INT❑ END CAP CONSTRUCTION ADHESIVES ON BACK OF PANELS PANELS UP UNDER HOODS T WITH SCREWS ON BOTTOM OF PANEL 24" 24' 4' 0,00'Nom /4' 0,00'❑D PLAN VIEW - Hood #1(27) 4' 0.00" LONG 4824VHB-G SECTION VIEW - MODEL 4824VHB-G HOOD - # 1 (2 71 REVISIONS 0 0 n 80' AFF REFERENCE DATE: 7/10/2014 DWG.#: 2087920 DRAWMHB - 16 SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 2 RAPPER 42.00' HIGH ID OPTIONS TABLE) 75 O d 24' NOM, O M O � S LL 3 O LL z GJ Q 80' AFF REFERENCE DATE: 7/10/2014 DWG.#: 2087920 DRAWMHB - 16 SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 2 r71 vTT A TT c -1M nA AT TATmn011A MMAT T„k Jl 91)A'709/1 L'J 11 l 1 1_1 V I J l i l'1 l Y 1 1 Y 1 WA Y l I1 L 1 1 1 ITEM 27 1 - Miami Dade Certification, SIZE 46 1 - Grease Box 1 # 1 53 FAN Curb 19.500"W x 19,500"L x 22,000"H Vented Hinged 16 Gauge 2 # 2 76 LBS Curb UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) SONES NO Hinged 16 Gauge 4 # 4 50 LBS Curb 31,000"W x 31,000"L x 24,000"H 1 27 DU33HFA 600 0.500 1210 0.333 1 115 4.1 56 67 2 46 NCA24HPFA 3775 1.250 900 2,000 3 208 5.7 242 16.6 3 46.1 NCA14HPFA 744 1000 1155 0,750 3 208 2.7 129 819 nTTnn A Ci CfU111DT T V C+ l/ V l NO. b L 1'1 Li FAN kJ 2. 1Yl L LJ L , WEIGHT ITEM 27 1 - Miami Dade Certification, SIZE 46 1 - Grease Box 1 # 1 53 LBS Curb 19.500"W x 19,500"L x 22,000"H Vented Hinged 16 Gauge 2 # 2 76 LBS Curb 31,500"W x 31,500"L x 20,000"H Vented Hinged 16 Gauge 3 # 3 57 LBS Curb 23,000"W x 23,000"L x 20.000"H Vented Hinged 16 Gauge 4 # 4 50 LBS Curb 31,000"W x 31,000"L x 24,000"H # 4 Rail 6,000"W x 31.000"L x 24000"HAlong Width, # 4 Rail 6,000"W x 31,000"L x 24000"HAlong Width, 771 A AT !1 nrT*T/) AT Ci 1. 1'11Y FAN UNIT NO. Vl 11 v1 TAG Y1.../ ❑PTI❑N (Qty, - Descr,) 1 27 1 - Miami Dade Certification, 2 1 46 1 - Grease Box 2, Secure the fan base to the curb using a minimum of (12) 1/4" - 14 x 2" 1 - Extra Set of Belts • fan base with a rax spacing of 16 inches, 1 - Miami Dade Certification, 3 46.1 11 - Grease Box (12) 3/8" x 2" (minimum enbedment), zinc plated steel lag bolts and zinc plated 1 - Extra Set of Belts washers, screw through curb flanges and into roof framing members with a CENTERED o 1-1/2" TYP 1 - Miami Dade Certification, 4 1 - Extra Set of Belts 1 - Full Crating For Untempered Fans 1 - Insulated Blower Section Size 1-2 Commercial 1 - Condenser Support for Size 2 Mod Package Unit 1 - 8 Ton 2 Circuit (3/5) Modular Packaged Cooling Option for Size 2 MUA (2,900 to 4,800 cfm), 208V/230V, 3 phase, Cooling Thermostat or Programmable Stat Required for Proper Operation, 1 - Mod Package Unit AC Controls for Untempered Fans FAN #1 DU33HFA - EXHAUST FAN (27) 2` 17 1/2 FEATURES1 - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300°F (149°C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600`F (316"C) FOR A PERIOD OF 15 MINUTES WITH❑UT THE FAN BEC❑MING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION OPTIONS GREASE BOX EXTRA SET OF BELTS MIAMI DADE CERTIFICATION. Miami -Dade - Upblast Aluminum. - NOA1 1 Installation Instructions 2 1 Secure the lid to the fan using (8) 1/4' - 14 x 1" zinc plated steel self drilling screws with rubber washers, spaced evenly around the lid. o' 2, Secure the fan base to the curb using a minimum of (12) 1/4" - 14 x 2" zinc plated steel self drilling screws, through pre -punched holes in the • fan base with a rax spacing of 16 inches, 3 3 Secure the curb to the roof framing members by drilling 1/4" pilot holes in the curb flanges at locations shown in the diagram and using a minimum of (12) 3/8" x 2" (minimum enbedment), zinc plated steel lag bolts and zinc plated washers, screw through curb flanges and into roof framing members with a CENTERED o 1-1/2" TYP maximum spacing 21 1/4". TYP, 3" TYP, DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 18 1/2 2 19 1/2" VENTED CURB 6 GAUGE ;TEEL 'ONSTRUCTI❑N .GE ROOF OPENING \ 17 1/2 DIMENSIONS 17 1/2 \ �/ FAN 42 NCA24HPFA - EXHAUST FAN (46) 43 3/8 -1� 37 1/2 FAN #3 NCA14HPFA - EXHAUST FAN (46.1) 30 1/2 2 30 5/8 � � J DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 33 3/4 t Zlt 31 1/2" VENTED CURB 6 GAUGE 'TEEL ;ONSTRUCTION _ GE / JROOF ❑PENING \ 8 / 28 DIMENSIONS 28 �` �✓ 24 3/4 � � J DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) VENTED CURB 6 GAUGE ;TEEL 'ONSTRUCTION _ J ROOF ❑PENING 20 DIMENSIONS 200 \ REVISIONS LC i O (4— 05 Od 0 M V1 � � D 1 z Q DATE: 7/10/2014 DWG.#: 2087920 DRAWMHB - 16 SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 3 I MUA FAN INFORMATION — Job##2087920 FAN - N®A2 i 1 FAN BASE, 40 Amp Rotary Dlsconnect150181 3 BK BK UNIT TAG FAN UNIT MODEL # CONDENSER TONNAGE VOLTAGE PHASE FREQUENCY MCA RLA MAX FUSE MIN, WIRE C❑❑LING COIL C❑❑LING COIL C❑❑LING C❑IL C❑❑LING COIL C❑❑LING COIL C❑❑LING COIL C❑❑LING COIL CURB E, 18 UNIT TAG FAN UNIT MODEL # BLOWER H❑USING CFM ESP, RPM H.P. 0 VOLT FLA ENTERING DB ENTERING WB LEAVING DB LEAVING WB TOTAL SENSIBLE LATENT WEIGHT (LBS,) SONES NO. attach each clip to the curb, Clip Part # CL362-118 o° TEMP, TEMP TEMP TEMP, CAPACITY CAPACITY CAPACITY 4 A2 -615 -MPU 515 -PB A2 3663 0.750 720 2,000 3 208 6,2 93,0°F 75,0°F 78,0°F 69,0°F 83,4 MBH 59,1 MBH 24.3 MBH 1382 13,9 CnNnFmc. F, R nF. TATT,.<' FAN - N®A2 i 1 FAN BASE, 40 Amp Rotary Dlsconnect150181 3 BK BK UNIT TAG FAN UNIT MODEL # CONDENSER TONNAGE VOLTAGE PHASE FREQUENCY MCA RLA MAX FUSE MIN, WIRE NO. 1 Secure the fan base to the top of the curio using a minimum of (28) ax Spacing 12' € NO, 2 r; % SIZE SIZE 16 n-02 not TS -07 CURB E, 18 1 3 208-230 3 PHASE 60 Hz 14,5 Amps 11,9 Amps 20 Amps 14 AWG 4 23 A2 -615 -MPU 2 5 208-230 1 3 PHASE 60 Hz 21,4 Amps 1 17,4 Amps 30 Amps 12 AWG per side on the BASE INT❑ THE CURB 1TOP FLANGE„ short side of each curb Maximum spacing of clips on the long side of each Miami -Dace - MPU Fan - N®A2 i 1 FAN BASE, 40 Amp Rotary Dlsconnect150181 3 BK BK 4 BK RD HK 115V WH Installation Instructions: 6 ; 8 9 10 1 Secure the fan base to the top of the curio using a minimum of (28) ax Spacing 12' € 1/4'-14 x 1 self drilling screws (steel zinc plated) evenly spaced on each side, 2 r; % secure through the fan base and into the curb, 16 n-02 not TS -07 CURB E, 18 19 FLANGE. 2, Secure the curb to the roof framing members using Stiff Clip CL362-118 23 clips, Use a minimum of (2) clips per long side on each rail, Use (1) cllp SCREW DOWN THROUGH FAN per short side on each rail. Use a minimum of (2) clips per side on the BASE INT❑ THE CURB 1TOP FLANGE„ short side of each curb Maximum spacing of clips on the long side of each curb is 12". For, concrete, use (1) 5/8"x4" Kwik Bolt III or similar at each clip w For wood, use (2) 1/2"x3-1/2" Lag Screws at each clip, For steel, use (2) 5/16"x2" Stainless Steel bolts at each clip, Use (9) 1/4"-14 x 1" self drilling screws to • wo " attach each clip to the curb, Clip Part # CL362-118 o° AirHandler Wiring I JOB B08792a - Mellow Mushroom, Sanford FL DRAWING NUMBER A2067920-4 ISHIP DATE 7/10/2014 1 MODEL A2 -G15 -NPU (ATTENTION ELECTRICIANI DROP FOR DISCONNECT CONNECTION IS FACTORY SUPPLIED CONNECT POWER TO THE DROP 1 Main disconnect switch E21 ao SW 31_1 40 Amp Rotary Dlsconnect150181 3 BK BK 4 BK RD HK 115V WH 5 6 7 8 9 10 11 12 13 14 15 16 n-02 not TS -07 Kn 6 MC LNt 17'wt In Mid 18 19 20 21 22 23 C771� 3PMRSE oil` A-1 u aoe/z3o L t!✓ 13 J'r =LMen am a a IL 3 PMU CAM e0e/a30 �- 13 CGMPa P, CGA COIMMER a Condenser Wiring Lahal Description L112ra; MT -01 Supply motor Eau PS -02 DDP-106-313 AFS 1170 SW -01 Main disconnect switch E21 SW -02 40 Amp Rotary Dlsconnect150181 SW -06 Overflow Switch 116-170 TR -01 Power transformer(40va)E31 OR - ORANGE NPU Version RD - RED PaanelRMouinted WH - WHITE Instead of 40va TR -05 Cooling Transformer(40val41 TS -07 2 -Stage Thermostat E170 MOTOR INF❑ SUPPLY 2HP-208V-3P-6,2FLA — — — DENOTES QLD WIRING DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED PK - PINK WH - WHITE LIFTING LUG i 3 3/4 24' EQUIPMENT 31' --- ROOF OPENING 2' SMALLER THAN CURB DIMENSI❑N 49 n, M, — --.— FAN #4 A2 -G15 -MPU - SUPPLY FAN 1. SUPPLY UNIT WITH 15' BLOWER IN SIZE #2 H❑USING 2, INTAKE HOOD WITH EZ FILTERS 3, DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4, EXTRA SET OF V -BELTS, ONLY TO BE ORDERED AS FAN OPTION AT TIME FAN IS ORDERED. 5. FULL CRATING FOR UNTEMPERED FANS FOR SHIPPING, 6, INSULATED BLOWER HOUSING SIZES 1-2 COMMERCIAL MODULAR 7, SUPPORT SHELL FOR SIZE 2 MODULAR PACKAGE UNIT, INCLUDES CONTROL VESTIBULE, INCLUDES CONDENSER SUPPORTS, DOES NOT INCLUDE RETURN AIR OR INLET AIR DAMPER. 8, 8 TON, DUAL CIRCUIT (3/5) MODULAR PACKAGED CO❑LING OPTION FOR SIZE 2 MODULAR PACKAGED UNIT, INCLUDES CONDENSER, DX COIL, FILTER/DRYER KIT, THERMAL EXPANSION VALVE, R410A REFRIGERANT, AND REFRIGERANT PIPING, (2,900 TO 4,800 CFM) NOT BUILT WITH ❑PP❑SITE SIDE CONTROLS OR OPP❑SITE AIRFL❑W DIRECTI❑N. CONDENSERS REQUIRE SEPARATE 208V, 3 PHASE POWER SUPPLY. COIL = 3EZ1101D 9. CONTROL PACKAGE FOR MOD PACKAGE UNIT CO❑LING ONLY UNIT, INCLUDES AIRFLOW PROVING SWITCH, 2 STAGE THERM❑ST AND TERMINAL BLOCKS, Typical Drain Trap Install Recommended Cooling Coil Drain Trap Configuration No Unions 7' Clean Out Notes: 1) 1' diameter PVC Pipe only 2) Use only low profile couplings 3) Add clean out as shown 47 WIRING SS PITCHED DRAIN PAN 116 13/16' 6' REVISIONS IN nL L n DATE: 7/10/2014 DWG.#: 2087920 DRAWM H B - 16 SCALE: 3/4" = V-0" MASTER DRAWING SHEET NO. 4 0 11 F.T.FrTRTrAT. PArvA(TvIz — Tnh-gnP7Qgn NO, TAG PACKAGE # L❑CATI❑N SWITCHES OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 H,P, VOLT FLA 1 15 A SC-321110FP Utility Cabinet Right Utility Cabinet Right 1 Light 1 Fan Smart Controls Thermostatic Control Exhaust 3 2.000 208 5,7 Exhaust 3 0.750 208 2,7 Hood # 3 Supply 3 2000 208 6.2 JOB NO MODEL NUMBERouwNOv ac4l"A iclv)>E DESCRIPTI❑N OF ❑PERATI❑NI I �Op7920 SC-321110FP INSTALL 3 Pe e/ 8 Exhaust Fans, I Supply Fan, Exhaust on In Flre, Llphts out In Fire, Fans) On/Off Thermostatli1 OO JOB NAME a9t6 DwGNC Controil". Room temperature sensor shlpped loose for fli InstallatIon, INUoe Mushroom, SonRord FL 7/tD/21114 FCP rt -1 1 2 3 4 5 8 7 B 9 10 11 BREAKER PANEL TO HOOD CONTROL PANEL Responslbilltyl Electrlclan IREAKER PANEL BREAKER PANEL TO FANS/MUA HOOD PANEL HOOD CONTROL PANEL Responslbllltyl Hot IJ R1 BREAKER SPH - - - Neutral 14 Fy -014M 120 V Ground �-1 15 A _ _ _ _- _- CONTROL POWER. D❑ NOT WIRE 3 PHASE -- TO SHUNT TRIP BREAKER, _ - 208-230 IST HOOD LIGHT BREAKER SHARED W/ - LINE POWER TO CONTROL POWER, SWITCH AI 20 Amps - LINE ___---. LINE - LOAD LEG x BREAKER 3PH _ - - - LINE - 2--00-, 208 V�� _ LINE - 0 15 AMP -- - -- _. - - - - - - _ _ }} Ground I FTEf1F�i POWER TO 46 r �d�1116d _ LINE -- - -- &46.1 16 WIRE TO SUP -4 _ LINE BREAKER 3PH _---_---- LINE — 208 V ------------- LINE _ 46.1 - -o-'o 15 AMP _ _ _ Ground CGNDX l - SUP -4 ILO aro i2 BREAKER PANEL TO FANS/MUA WIRE C1 TO COMMON (1). HOOD CONTROL PANEL Responslbllltyl Electrlclan 1B Responslbllltyl - BREAKER PANEL HOOD PANEL. FANS/MUA 13 _ 1 SENSOR MOUNTED IN ROOM AWAY FROM HEAT SOURCES. SEE MANUAL 3 PHASE -- - - - - LINE _ - 208-230 - - - - - - LINE POWER TO 14 20 Amps - LINE CONDENSER ST -1 - LOAD LEG x SUP -4 COND 1 Nh eall 15 3 PHASE _ LINE - 0 VOLT,M v 208-230 - - LINE POWER TO 30 Amps - - _ LINE -- - -- CONDENSER - 16 WIRE TO SUP -4 COND 2 17 HOOD LIGHTS WIRE C1 TO COMMON (1). HOOD CONTROL PANEL TO FANS / MUA ^l 1B Responslbllltyl Electrlclan WIRE TO J -30X ON TOP OF HOOD HOOD PANEL. FANS MS -2 4,N _ ICC.)..`4.NC SENSOR MOUNTED IN ROOM AWAY FROM HEAT SOURCES. SEE MANUAL 19 �F FACTORY WIRED-TIEMPERATURE FAN. 02 46 RISER 1 Load Wlring i Tl - - - a'o FLA47 1f 2 ST -1 - LOAD LEG x SENSOR MOUNTED IN EXHAUST DUCT y6 Nh eall 20 WIRE DIRECT ® LOAD LEG 3 - _ - 0 VOLT,M v TO STARTER I GNM - WIRE TO 21 DISCONNECT — Load Wlrin g F.. T10 LOAD. LEG I - - - - FAN. 03 - - - 46.1 - -o-'o FLMV ST -2 T2 - LOAD �Ea e - - .� ILO aro WIRE DIRECT i _ L9Ao1EG_3 - - - _ - -. -a'o VOLT. M V _ 43 TO STARTER GNn ° RMIND WIRE TO - DISCONNECT 24 FAN, 04 SUP -4 fUY4,2 Load Wlring --TI (�, L°^8--) - °�Aex -o-"n ST -3 I T20 -------A'- - BLACK 010 If, F0 V WIRE DIRECT - Gw 4Eo 3 A BLACK o% TO STARTER 11101lD A GREEN WIRE TO FACTORY PROVIDED CONDUIT DROP HOOD CONTROL PANEL TO ACCESSORY ITEMS Responslbllltyl Electrlclan HOOD PANEL TO FIRE SYSTEM MICROSWITCH IN HOOD PANEL TO SWITCHES HOOD PANEL 0 31(.) TO ( W1 a HOOD LIGHTS C1M 1400 W MAX HOOD PANEL I TFAa TO I T1W KITCHEN TEMP SENSOR HOOD PANEL I T2Ac. TO ( T211i�l DUCT SENSOR HOOD PANEL I- IC TO I T3B0 DUCT SENSOR HOOD PANEL TT 0 TO 7M DUCT SENSOR HOOD PANEL TO I T510 DUCT SENSOR H ALL SWITCHES FACTORY WIRED CAT -5 CONNECTION f'J HOOD LIGHTS WIRE C1 TO COMMON (1). Y WIRE ARI TO NORMALLY CLOSED (2). ^l CI, TO AR SHOULD HAVE CONTINUITY WHEN ARMED, MS -1 41NO WIRE TO J -30X ON TOP OF HOOD �ECPM03 --------- MS -2 4,N L ICC.)..`4.NC ALL SWITCHES FACTORY WIRED CAT -5 CONNECTION f'J ELECTRICIAN N❑TCS A�� Hood /Fan e�ectrica� connections and interconnections to be provided and installed by the Electrician, Electrician to provide, install, and (and wiring between hood fights, hood temperature probes, remote Ansul system microswitches, and any other component requiring an e�ectrica� connection to the Captiveaire Dectrica� (Pre Wire) package, Failure by the Electrician to make ALL required connections and interconnections wM result in the e�ectrica� controls not working properly, Any doss or famed test as a result of e�ectrica� controls not working properly is the responsibility of the Electrician, Light buU os f or kitchen hoods are to Ice provided and installed by others, H013D PANEL SIGNAL FOR EXTERNAL ^ HOOD PANEL SPARE FIRE SYSTEM DRY CONTACT HOT TO SHUNT COIL 'HUN[COIL NEUTRAL FROM SHUNT COIL ST TERMINAL IS ENERGIZED IN FIRE CONDITION. COMMON NORMALLY OPEN - UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG, ALL FACTORY DC WIRING 18 AWG, THE NUMBERS IN PARENTHESES ARE SPECIFIC TO 24V CLION RELAY,PN, 34.110.0188,0 1 J9 120V n d �� n C-) IN1 (D WH �11c -- CONTROL INPUT ) 1 _ I BK ARn- 120V H1=LINE, HK ® N1=NEUTRAL, 15A -J — BK BREAKER. DO = NOT CONNECT KS (5) BK OKSa TO SHUNT TRIP + - �4V J6 1 U 2 HK BREAKER, SEE PS -01 DC INSTALLATION L CN1 i BlcLl- LOCI - _ SCHEMATIC FOR AC ADDITIONAL REQ , (\ Q + PANEL LID G- R - -C1 2 z 3 4 J7 120V HK�ffiC �HK i4514 �11(6) HK -7H1 5 EF1 3 HK K7 IC)Ho�T�W1 JUMPER aN1 O -1 � Fl JK 0 BK O -1 0 - - ST. IOV1 m 97 6 A A N1 N1 HI H1 DC+L HL (e—@) -1 (7 PR,1RO1 ARl HK WH�Nl 7 s 9 0 HOOD LIGHTS -BLACK Y _ WHITE ^l GREEN WIRE TO J -30X ON TOP OF HOOD �ECPM03 --------- --- m VIRE TO CONTROL BOARD. ROOM TEMF SENSOR MOUNTED IN ROOM AWAY FROM HEAT SOURCES. SEE MANUAL �F FACTORY WIRED-TIEMPERATURE HOOD 3 SENSOR, MOUNTED IN EXHAUST DUCT RISER 1 HOOD 3 FACTORY WIRED TEMPERATURE SENSOR, MOUNTED IN EXHAUST DUCT RISER 2 - - - - - -- 1f 2 WIRE T12CONTROLBOARD. O HOOD SENSOR MOUNTED IN EXHAUST DUCT RISER 1 WIRE -TEFCNTROL BOARD, - HOOD 41 SENSOR MOUNTED IN EXHAUST DUCT RISER 1 a3NNE THE F 0 I13 !NNyG�3 INCIT ggC��TIONS REOUI VASE [JCIBSITE CIFICCAT�wu ELECTRICIAN N❑TCS A�� Hood /Fan e�ectrica� connections and interconnections to be provided and installed by the Electrician, Electrician to provide, install, and (and wiring between hood fights, hood temperature probes, remote Ansul system microswitches, and any other component requiring an e�ectrica� connection to the Captiveaire Dectrica� (Pre Wire) package, Failure by the Electrician to make ALL required connections and interconnections wM result in the e�ectrica� controls not working properly, Any doss or famed test as a result of e�ectrica� controls not working properly is the responsibility of the Electrician, Light buU os f or kitchen hoods are to Ice provided and installed by others, H013D PANEL SIGNAL FOR EXTERNAL ^ HOOD PANEL SPARE FIRE SYSTEM DRY CONTACT HOT TO SHUNT COIL 'HUN[COIL NEUTRAL FROM SHUNT COIL ST TERMINAL IS ENERGIZED IN FIRE CONDITION. COMMON NORMALLY OPEN - UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG, ALL FACTORY DC WIRING 18 AWG, THE NUMBERS IN PARENTHESES ARE SPECIFIC TO 24V CLION RELAY,PN, 34.110.0188,0 1 J9 120V n d �� n C-) IN1 (D WH �11c -- CONTROL INPUT ) 1 _ I BK ARn- 120V H1=LINE, HK ® N1=NEUTRAL, 15A -J — BK BREAKER. DO = NOT CONNECT KS (5) BK OKSa TO SHUNT TRIP + - �4V J6 1 U 2 HK BREAKER, SEE PS -01 DC INSTALLATION L CN1 i BlcLl- LOCI - _ SCHEMATIC FOR AC ADDITIONAL REQ , (\ Q + PANEL LID G- R - -C1 2 z 3 4 J7 120V HK�ffiC �HK i4514 �11(6) HK -7H1 5 EF1 3 HK K7 IC)Ho�T�W1 JUMPER aN1 O -1 � Fl JK 0 BK O -1 0 - - ST. IOV1 m 97 6 A A N1 N1 HI H1 DC+L HL (e—@) -1 (7 PR,1RO1 ARl HK WH�Nl 7 s 9 0 MOTOR POWER CIRCUIT 14 AWG ST -1 OL -1 MTR,46 3 PH 5 T1�a.ry,�T1 CONT 100-K B6 30 208 V ®8K 4?� T2 „� TZ OVLD,193-KB83 15 AMP OL30 L31 43 a,��3 FLA. S.7 14 AWG ST -2 OL -2 MTR. 46.1 BK L1 T1 ,X, T3 CONTd00-KO5D10 BK '4 �2 OVLD-193-KB32 BK 3, FT3_a �3 FLA, 2.7 14 AWG ST -3 OL -3 MTR,SUP-4 3 PH �KKKLi TS OC,TI CONT,100-KO9D10 208 V 03 a�°�130FLA62-KB63 15 AMPa'JL� DRY CONTACTS (SHOWN DE -ENERGIZED) 14 AWG RA -1-1 CC�p�°a°_ ON 0"- (.YC_-._.yW FIRE FACTORY WIRING SCHEMATIC CIRCUIT BOARDS KCPM03 Rev, 1,32 RHAMI� Rev. R1D.06x 12� -VAC 24W RELAY RELAY NO 4 3 14 NO NC 2 1 tZ NC COIL 8 7 + 1 A2 COIL COM 6I5 11 COM Ill X .1—i -d PNrvuri" �c X Con loc lar �PS 1 Paerr Sup. 24VDC PN I1N IS P4 RA -x 120V Halayy UI'll PMD4110.01040 RU x III ^4VDC IIIggh Inrush PNS 188 3Pi I llph fn. IS -k IluLlIhYr- tat PNA/CP Pu 14' 1 XPI �C FACTOiI' WDmC BK -9 )CK YW YI 1111W BL- BLUL LY U4LY BR DRLNN rr rLM I LR CRANCF RD RFD WII \0411I ­ J - LR/BL SIRIPL BL/RD 3 /RD STRTPF RD/LN RD/GN STRIPE WI V5 WH/RI SIRI PF RNVISIONS 0 0 0 0 0 4- c C5 s � o M 0 S J E-1 o L z a� Q DATE: 7/10/2014 DWG.#: 2087920 DRAWMHB — 16 SCALE: 3/411 = 1 t-0)) MASTER DRAWING SHEET NO. 5 PUT END OF LINE PLUG IN SWITCHES EMPTY RJ45 JACKS, PN, EOL120A CAT -5 CABLE. LENGTH AS REQUIRED, 0 �ECPM03 n - I0 MOTOR POWER CIRCUIT 14 AWG ST -1 OL -1 MTR,46 3 PH 5 T1�a.ry,�T1 CONT 100-K B6 30 208 V ®8K 4?� T2 „� TZ OVLD,193-KB83 15 AMP OL30 L31 43 a,��3 FLA. S.7 14 AWG ST -2 OL -2 MTR. 46.1 BK L1 T1 ,X, T3 CONTd00-KO5D10 BK '4 �2 OVLD-193-KB32 BK 3, FT3_a �3 FLA, 2.7 14 AWG ST -3 OL -3 MTR,SUP-4 3 PH �KKKLi TS OC,TI CONT,100-KO9D10 208 V 03 a�°�130FLA62-KB63 15 AMPa'JL� DRY CONTACTS (SHOWN DE -ENERGIZED) 14 AWG RA -1-1 CC�p�°a°_ ON 0"- (.YC_-._.yW FIRE FACTORY WIRING SCHEMATIC CIRCUIT BOARDS KCPM03 Rev, 1,32 RHAMI� Rev. R1D.06x 12� -VAC 24W RELAY RELAY NO 4 3 14 NO NC 2 1 tZ NC COIL 8 7 + 1 A2 COIL COM 6I5 11 COM Ill X .1—i -d PNrvuri" �c X Con loc lar �PS 1 Paerr Sup. 24VDC PN I1N IS P4 RA -x 120V Halayy UI'll PMD4110.01040 RU x III ^4VDC IIIggh Inrush PNS 188 3Pi I llph fn. IS -k IluLlIhYr- tat PNA/CP Pu 14' 1 XPI �C FACTOiI' WDmC BK -9 )CK YW YI 1111W BL- BLUL LY U4LY BR DRLNN rr rLM I LR CRANCF RD RFD WII \0411I ­ J - LR/BL SIRIPL BL/RD 3 /RD STRTPF RD/LN RD/GN STRIPE WI V5 WH/RI SIRI PF RNVISIONS 0 0 0 0 0 4- c C5 s � o M 0 S J E-1 o L z a� Q DATE: 7/10/2014 DWG.#: 2087920 DRAWMHB — 16 SCALE: 3/411 = 1 t-0)) MASTER DRAWING SHEET NO. 5