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REV-07-19-1609 PLANSEQo O ° N Ems 0 �3U o o O_ C _L M n�F o x p N Z — c C f O N 0 2 0.'N _ NW `o C N O N C � t9 O N N U' ID <M 3 d 0 M UNI v4\ IP BARRY UNIVERSITY 11300 NE 2nd Avenue Miami Shores, Florida 33161 ADDENDUM #4 - PERMIT REVISIONS JUNE 25TH, 2019 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F: 954.524.5677 JOHNSON, LEVINSON, A.A, DADA, INC. CONSULTING ENGINEERS West Palm Beach, FL 33401 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 BOSTON NEW YORK BALTIMORE WASHINGTON DC BUFFALO TORONTO MONTREAL PITTSBURGH CHICAGO ST. LOUIS SAN FRANCISCO LOS ANGELES PHOENIX MUMBAI ABU DHABI COLUMBUS DALLAS DENVER HOUSTON •• e mee V. .•e•ae C T FIRE WED TP GH METAL PIPE 7114ROUGA CONCRETE FLOORS OR HALLS USING TREMSTOP IA PRE -RATED CONCRETE FLOM OR WALL A55E LY - MIN, 4-IJ2' THICKNESS, METALLIC PIPE- A STEEL PIPE Q 2' DJAM(ORSMALLER) . I (R HEAVIER) STEEL PIPE. IRON PIPE - 2" I IAM, (ORSMALLER) CAST OR DUCTILE IRON PIPE, PER TUBING - 241 DIAM, (SIR MA ) TYPE K (R HEAVIER) COPPER TUBING, D PER PIKE - 2' DAM° FORSMALLER) REGULAR (R 0EAVIER) COPPER PIPE. PIPE COVERING - NOM, 14' T14ICK A/PVC FLEXIBLEPLEXIBLE FOAM INSULATION. THE ANNULAR SPACE SPALL BE MINI IJ` ' To MAX,IVV ' WITHIN T E FIRE T P STSTEM, �} TRE I T €A - MIN, I" TWI I NE " OF SEALANT APPLIED NITHIN OPENING, Purow WITI4 THE TOP SURFACE OF FLOMOR BOTH SURFACES Cf WALL ASSEMBLY., ADDITIONAL FILL N'A TRIAL TO BE INSTALLED SLICK THAT A N[W Il " CROWN tS FORMED AROUND THE PENETRATING ITEM, A 12 t ': � i if �1.1 +11 !'• '+.. -! ': ! 1 ♦. •.. i :! a . 3. PIPE TO BE INSULATED WITH ONE OF THE FOLLOWING: A_NOMINIAL GLASS-FIBER PIPE .t INSULATION. NOMINALB. sJPVC PIPE INSULATION. WIDE) CONTINUOUSLY 4. HILTI CP 648E WRAP STRIP (NOMINAL 3116" THICK x 11" AROUND THE ! . CIRCUMFERENCE OF THE • • COVERING ONE TIME, WITH f BUTTED i F WRAPPED ! IN PLACE TAPE.WITH •1• STRIP TO BE INSERTED INTO ANNULAR s+. AND RECESSED < !" WALL RUN HILTI Inc. Tulsa, Oklahoma USA i800) 879.WOO Lives through innovation BE UUcUL SYSTEM NO. W.L.5263 INSULATED PIPE 'Ir THROUGH GYPSUM WALL ASSEMBLY a OR T-RATING 0-HR. OR L-RATING AT AMBIENT m LESS THAN I • L-RATING AT i p FRONT i—� 1 .i.-i GYPSUM1. WALL ASSEMBLY CLASSIFIED t f OR f SERIES)• Y. U FIRE -RATING) M y ♦ SHOWN) .. INCLUDE FOLLOWING CONSTRUCTION f R. A. [NOT SHOWN]!!e STUDS TO CONSIST OF ® • • (SPACED a ! STEEL STUDS TO ! r !B. NOMINAL 5/8" THICK GYPSUM WALLBOARD. TYPE, NUMBER OF LAYERS� AND SHEET ORIENTATION AS SPECIFIED IN THE INDIVIDUAL UL DESIGN. 1 PENETRATING ITEM TO BE ONE • {.. A. MAXIMUM 1 NOMINAL DIF PIPE (SCH tlfx4 B. MAXIMUM d NOMINAL CAST OR DUCTILE IRON SiPIPE. MAXIMUMC. DIAMETER COPPER ik R PIPE } Y Y LL TUBING. NOMINAL3. AB/PVCTHICK !. lEnH5. MINIMUM 112" BEAD HILT[ FS-ONE INTUMESCENT FIRESTOP SEALANT OR CP 606 FLEXIBLE FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. ! •. i NOTES: 1. MAXIMUM DIAMETER OF OPENING; = 7". 2. ANNULAR SPACE,- MINIMUM 0", MAXIMUM 7/8". 9 1 of 9 0>akeng NO, HI Tl, Inc. .sc" 411w a l" WL Tulsa, Oklahoma USA,@00} 879-8000 Qate Etcsv.2$,ZC807 y 26�+3�p :Jt;�VrJa Lives through Innovation and Education ---------------- �j NOTE: 1) PER FBC - EXISTING BUILDING SECTION 803.2.1 EXCEPTION 11, SHAFT ENCLOSURES AND PENETRATIONS i BETWEEN THE BASEMENT THROUGH LEVEL 01, AND LEVEL 01 THROUGH LEVEL 02 ARE ONLY REQUIRED y TO BE 30-MINUTE FIRE RATED. THE PROJECT IS EXCEEDING THIS REQUIREMENT BY PROVIDING MINIMUM 1 1-HOUR ENCLOSURES AND SEALS BETWEEN THE BASEMENT THROUGH LEVEL 01, AND LEVEL 01 THROUGH i LEVEL 02. 1 2) THE ROOF IS NON -OCCUPIED AND NOT CONSIDERED A STORY. SINCE THE PROJECT IS CONSTRUCTION 1 TYPE IIB AND THE ROOF IS NOT FIRE RATED, THE PENETRATIONS TO THE INTERSTITIAL SPACE THROUGH I Barry University WEBER HALL RENOVATION "_E i 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 s --a • s • • s •uu J .... ...... jOI-INSOI," -.LEVINSON, '. RAOAN' DA )nLA-INC. :••••� CONSUL TWNW &NG1NL'ER$ •••••• V® a . ga 1450 Centrepark Boulevard,44i",350 West Palm Beach, FL 33401. (561) &9.2303 •(561) 689-2302 Fax w Jlydmr_cum CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT REVISIONS PERMIT SET No. Description Drawing Title: UL DESIGNS JUNE 25 2019 DEC 14 2018 Date Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL G0003 0 CannonDesign 2018 ROOM # SPACE AREA OCCUPANCY SF/OCC OCC I TOTAL FIXED OCC # ' OCCUPANTS TYPE FUNCTION A001 EXISTING 967 SF AC Accessory 300 4 0 4 A002 EXISTING 232 SF AC Accessory 300 1 0 1 A003 EXISTING 46 SF AC Accessory 300 1 0 1 A004 EXISTING 359 SF AC Accessory 300 2 0 2 A005 EXISTING 358 SF AC Accessory 300 2 0 2 A006 EXISTING 362 SF AC Accessory 300 2 0 2 A007 EXISTING 67 SF AC Accessory 300 1 0 1 A008 EXISTING 60 SF AC Accessory 300 1 0 1 A009 EXISTING 145 SF AC Accessory 300 1 0 1 A010 EXISTING 55 SF AC Accessory 300 1 0 1 A011 EXISTING 394 SF AC Accessory 300 2 0 2 A012 EXISTING 46 SF AC Accessory 300 1 0 1 A013 EXISTING 445 SF AC Accessory 3001 0 2 A014 EXISTING 728 SF JAC lAocessory 3001 3 0 3 M001 MECHANICAL 2013 SF JAC JAccessoiry 1 3001 7 0 7 BASEMENT 31 Grand total: 15 31 0 EXISTING EGRESS CONDITION TO REMAIN AS IS. . � r4GlAS^k?nt'-•:: as. !':: :;S'+��� ,M1 tib4��ti33.:: tl .PhSi�'AI�F.:JIGtiY�1�:X2a�omW' ` �.� ... ..` I � I _ 1 EXISTING EXISTING EXISTING UP'_' �) A001 A0021 A004 39,_2„ EXISTING n: A005I 5 51 2 MEC_HANI 51'-0" EXISTING 1' 105'-0�M001 A003 39!_8,!" 5 5 2 77 EXISTING EGRESS CONDITION TO 1 REMAIN AS IS. — BASEMENT - CODE COMPLIANCE PLAN 1/16" = V-0" EXISTING EGRESS CONDITION TO REMAIN AS IS. FGIN EXISTING n o A006 1' � A EXISTING A / A007 EXISTING A2 1 #5 AUTHORITIES HAVING GROSS SQUARE _ FOOTAGE SUMMARY LEGEND JURISDICTION: L Area Level Name 1. MIAMI SHORES VILLAGE - — - - S S S 8 ABLE TO RESIST PASSAGE OF SMOKE ISMAEL NARANJO, BUILDING DIRECTOR BASEMENT 2� ----�-�-- 1 1 AT STAIRS 30 MINUT IR T NG AT SHAFT 305-795-2204 10050 NE 2nd AVENUE 8445 SF BASEMENT 1GROSS - BASEMENT AREA �5'� MIAMI SHORES, FL 33138 LEVEL 01 LOBBY E-* E 0 E O E0 E EXISTING 1 HOUR FIRE RATING 1 2. FIRE PREVENTION OFFICIAL 18788 SF LEVEL 01 LOBBY GROSS - LEVEL 01 AREA CHIEF ALAN R. COMINSKY, MIAMI-DADE FIRE RESCUE'S DEPUTY FIRE MARSHAL FE T � T G SHER CABINET 786-331-5000 LEVEL 02 A I H S6 E C� I 5 9300 NFL 1st STREET 18230 SF LEVEL 02 GROSS - LEVEL 02 AREA 3178-2414 "NN EXISTING FIRE ALARM ANNUNCIATOR PANEL APPLICABLE CODES, ® EXIT ACCESS CORRIDOR STANDARDS, AND ORDINANCES: 0 EXIT SIGNS - - AHJ CODE, STANDARD, OR ORDINANCE 1 EXISTING: 2017 FLORIDA EXISTING BUILDING CODE EGRESS PATH/ TRAVEL DISTANCE 1 ELECTRICAL: CHAPTER 27 / FLORIDA BUILDING CODE, BUILDING 2017 TOTAL EXIT ACCESS TRAVEL DISTANCE 1 GAS: FLORIDA BUILDING CODE, FUEL GAS 2017 1 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL 2017 1 PLUMBING: FLORIDA BUILDING CODE, PLUMBING 2017 XXI 1,2 FIRE PREVENTION: FLORIDA FIRE PREVENTION CODE 2017 XX' R 1 ENERGY: CHAPTER 13 / FLORIDA BUILDING CODE, BUILDING 2017 1 ACCESSIBILITY: CHAPTER 11 FLORIDA BUILDING CODE, BUILDING 2017 EXIT ACCESS DOOR �1 IN -ROOM OR IN -SUITE TO EXIT 1 ICC/ANSI At 17.1 - 1998 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES X TRAVEL DISTANCE TRAVEL DISTANCE GENERAL INFORMATION: 1125 EXIT - -- - — - PERMITED UNDER THE FLORIDA BUILDING CODE 2017 HE, 1125 HORIZONTAL EXIT 1`_ 48% OF THE PROJECT IS ALTERATION LEVEL 1 PER 2017 FLORIDA EXISTING BUILDING CODE D' 1125 EXIT DISCHARGE 11.3% OF THE PROJECT IS ALTERATION LEVEL 2 PER 2017 FLORIDA EXISTING BUILDING CODE 48% OF THE PROJECT IS CLASSIFIED AS RENOVATION PER NFPA 101 CHAPTER43 11.3% OF THE PROJECT IS CLASSIFIED AS MODIFICATION PER NFPA 101 CHAPTER 43 OCCUPANCY: L OCCUPANCY CLASSIFICATION: MULTIPLE OCCUPANCY - PRIMARY USE IS R-2 (EXISTING BUILDING OCCUPANCY TO REMAIN) CONSTRUCTION CLASSIFICATION: CONSTRUCTION TYPE: IIB (EXISTING BUILDING CONSTRUCTION TYPE TO REMAIN) 5" FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: INTERIOR WALL & CEILING FINISH MINIMUM REQUIREMENTS FOR OCCUPANCY GROUP R-2 (TABLE 803.11) EXIT ENCLOSURES & EXIT PASSAGEWAYS CLASS B CORRIDORS CLASS B ROOMS AND ENCLOSED SPACES CLASS C CLASSIFICATION OF INTERIOR WALL AND CEILING FINISHES (803.1.1): CLASS A FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450 CLASS B FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 CLASS C FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 EXIT ACCESS TRAVEL DISTANCES (TABLE 1017.2): R-2 = DO NOT EXCEED 200 FEET ACTUAL MAXIMUM EXIT TRAVEL DISTANCE 169'-2" COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1): R-2: DO NOT EXCEED 125 FEET DEAD END CORRIDOR (2017 FLORIDA EXISTING BUILDING CODE SECTION 805.6): 50 FEET MAX. ALLOWED WITH AUTOMATIC FIRE ALARM SYSTEM. MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (TABLE 1004.1.2 ACCESSORY STORAGE / MECH (AC) 300 GROSS ASSEMBLY W/O FIXED SEATS UNCONCENTRATED (A-u) 15 NET BUSINESS (B) 100 GROSS EDUCATIONAL CLASSROOM (E-c) 20 NET RESIDENTIAL (R) 200 GROSS r. ,, ., ._ EXISTING LA009 I EXISTING `— A010 I EX STING,' A011 I EXISTING EXISTING4 A013 AAM ' n F EXISTING A0 44 E FA 4 ri, A EXISTING EGRESS CONDITION TO REMAIN AS IS. FIRE RESISTANCE RATINGS FBC 2017 - TABLE 601 - TYPE IIB ITEM FIRE RATING STRUCTURALFRAME OHR SUPPORTING ROOF ONLY 0 HR BEARING WALLS: EXTERIOR 0 HR INTERIOR 0 HR INTERIOR SUPPORTING ROOF ONLY 0 HR NON -BEARING WALLS AND PARTITIONS EXTERIOR 0 FIRS SEPARATION >30' INTERIOR 0 FIRS FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR MISCELLANEOUS RATINGS: FBC 2017: SHAFT ENCLOSURES <3 STORIES 30 MIN (FBC EXISTING BUILDING SECTION 803.2.1 EXCEPTION 11 ) CORRIDORS 0 HRS VERTICAL EXIT ENCLOSURES <4 STORIES 1 HR NOTE: 1) PER FBC - EXISTING BUILDING SECTION 803.2.1 EXCEPTION 11, SHAFT ENCLOSURES AND PENETRATIONS BETWEEN THE BASEMENT THROUGH LEVEL 01, AND LEVEL 01 THROUGH LEVEL 02 ARE ONLY REQUIRED TO BE 30-MINUTE FIRE RATED. THE PROJECT IS EXCEEDING THIS REQUIREMENT BY PROVIDING MINIMUM 1-HOUR ENCLOSURES AND SEALS BETWEEN THE BASEMENT THROUGH LEVEL 01, AND LEVEL 01 THROUGH LEVEL 02. 2) THE ROOF IS NON -OCCUPIED AND NOT CONSIDERED A STORY. SINCE THE PROJECT IS CONSTRUCTION TYPE IIB AND THE ROOF IS NOT FIRE RATED, THE PENETRATIONS TO THE INTERSTITIAL SPACE THROUGH THE LEVEL 02 GYPSUM BOARD CEILING, ARE NOT FIRE RATED. REVISED PLANS �mrR APPROVED MIAMI•DADE COUNTY FIRE DEPARTMENT BLDG.PER..... RE ALARM FIRE SUPPR�Sl N______ WATE M/11N D(T. naTc. l Barry University WEBER HALL RENOVATION Im AM m W mc r 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33341 T:954.524.5673 F: 954.524.565- J L RATTAN' DAM LA, 0A!.- CONSULTI%—.*E14(I I Nf E&Ti :••••: 1450 Cenaepark Boulevard, Sutt!'350 West NImBeach, FL 33401 (561) 689,2303 • (561) 689-2302 Fax w .jlydinc.om CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F:703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN a� N Drawing Title: CODE ANALYSIS AND BASEMENT CODE COMPLIANCE PLAN Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL G0200 0 CannonDesign 2018 A OCCUPANCY TYPE FUNCTION R Residential SF/OCC OCC FIXED OCC # TOTAL OCCUPANTS 200 2 0 2 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 200 2 0 2 R Residential 200 1 0 1 R Residential 2001 1 0 1 R Residential 200 2 0 2 E-c Educational - classrooms 20 36 0 36 B Business 100 6 0 6 B Business 100 2 0 2 B Business 100 2 0 2 AC Accessory 300 1 0 1 A-u Assembly - unooncentrated 15 46 0 46 A-u Assembly - unooncentrated 15 231 0 231 AC Accessory 300 1 0 1 AC Accessory 300 1 0 1 AC Accessory 300 1 0 1 A-u Assembly - unconcentrated 300 1 0 1 AC Accessory 300 1 0 1 AC Accessory 300 1 0 1 A-u Assembly - unooncentrated 15 71 0 71 AC Accessory 3001 1 0 1 437 437 EXISTING EGRESS CONDITION TO REMAIN AS IS. LOUNGE A102 671 SF L-♦ E ♦-E ♦ E+E-4 1 STAIR i Sl-1 EXISTING EGRESS CONDITION TO ��, REMAIN AS IS. UP E-*- ♦-E-♦ 11 /2` LAUNDRY A101 194 SF TOILET 101E 27 SIF 35''-Z' 2'-6" LIVING ROOM 101 - 299 SF 5 SUITE DOUBLE LIMB]-- 1 196 SF � 1 TOILET 1 1C/10 D - 48 SF I _ LEVEL 01 - CODE COMPLIANCE PLAN 1/16" = V-0" DOUBLE 102 r 202 SF `u` , DOUBLE �T SI1 SLE ) 199 SF 136 SF 1 119' +♦' DOUBLE DOUBLE 103 105 209 SF 204 SF STORAGE — A115 68 SF EXISTING EGRESS CONDITION TO REMAIN AS IS. A 1 MIENS RESTRO,OM n FB-2J 55 SF STORAGE P 11 44 168 SF — ®0 1 ik TI MIENS RESTROOM STAIR 4 B-1 S2-1 213SF 115SF 1 I, �w 41 ♦ SINGLE 1 L T 108 120 SF �PN FEC -♦ ♦ P 1% 7 DOUBLE E11 270 SF i f[-JBIQr]Y DEMOLITION KEYED NOTES: NUMBER I DESCRIPTION Cl COMPLETELY REMOVE EXISTING ACOUSTICAL CEILING PANELS AND CEILING ASSEMBLY INCLUDING ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS AND SUPPORTS, LIGHT, GRILLES, SPEAKERS, SMOKE DETECTORS, EXPANSION JOINTS ETC. COORDINATE WITH MECHANICAL/ ELECTRICAL/ PLUMBING FOR DEVICES TO REMAIN AND FOR THE INSTALLATION OF NEW FIXTURES. C2 COMPLETELY REMOVE EXISTING GYPSUM/ PLASTER CEILING ASSEMBLY INCLUDING ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS AND SUPPORTS, LIGHT, GRILLES, SPEAKERS, SMOKE DETECTORS, EXPANSION JOINTS ETC. COORDINATE WITH MECHANICAL/ ELECTRICAL/ PLUMBING FOR DEVICES TO REMAIN AND FOR THE INSTALLATION OF NEW FIXTURES. C3 COMPLETELY REMOVE EXISTING GYPSUM/PLASTER CEILING ABOVE EXISTING ACOUSTICAL CEILING C4 REMOVE ALL FRAMING AND ABANDON UTILITIES TO UNDERSIDE OF STRUCTURE ABOVE. F1 COMPLETELY REMOVE VCT FLOORING TO EXPOSED CONCRETE. PREPARE SURFACE TO RECEIVE NEW FLOORING AS INDICATED IN THE ROOM FINISH SCHEDULE. F2 COMPLETELY REMOVE CERAMIC TILE FLOORING TO EXPOSED CONCRETE. PREPARE SURFACE TO RECEIVE NEW FLOORING AS INDICATED IN THE ROOM FINISH SCHEDULE. M1 COMPLETELY REMOVE EXISTING MILLWORK/CASEWORK, OR COURT WALL PANEL SYSTEM. PATCH ALL DISTURBED CONSTRUCTION TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. IF WALL IS DAMAGED AFTER REMOVAL OF MILLWORK, PATCHAND PREPARE SURFACE TO RECEIVE NEW FINISH AS SCHEDULED M2 COMPLETELY REMOVE EXISTING WAINSCOT AND COMPLETELY REMOVE AND REUSE INTERIOR WOOD SILL. PREPARE FOR NEW PAINT FINISH, COLOR TBD 01 COMPLETELY REMOVE EXISTING DOOR, RELATED HARDWARE, AND PARTITION AS REQUIRED. _ 02 COMPLETELY REMOVE EXISTING LOUVER, RELATED HARDWARE, AND PARTITION AS REQUIRED. 03 COMPLETELY REMOVE EXISTING WINDOW, RELATED HARDWARE, AND PARTITION AS REQUIRED 05 REMOVE EXISTING EXERIOR STOREFRONT DOORS, TRANSOMS, FRAMES AND RELATED HARDWARE / ELECTRICAL DEVICES. PATCH ALL DISTURBED CONSTRUCTION TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. 06 REMOVE EXISTING EXERIOR HOLLOW METAL DOORS, TRANSOMS, FRAMES AND RELATED HARDWARE. PATCH ALL DISTURBED CONSTRUCTION TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. 07 REMOVE EXISTING CMU WALLS OR PORTIONS OF WALLS REQUIRED TO INSTALL NEW DOOR(S). 08 REMOVE EXISTING CMU WALLS AND STUCCO OR PORTIONS OF WALLS REQUIRED TO INSTALL NEW W INDOW(S). 09 REMOVE EXISTING WINDOW AND PREPARE OPENING FOR NEW DOOR. 010 COMPLETELY REMOVE EXISTING DOOR, RELATED HARDWARE, AND PARTITION AS REQUIRED. 011 COMPLETELY REMOVE EXISTING DUMBWAITER DOOR AND RELATED HARDWARE. R1 REPAIR EXISTING ROOF PAVER SYSTEM. Si DEMOLISH EXISTING STAIR RUN S2 DEMOLISH EXISTING WALL MOUNTED RAILING S3 DEMOLISH EXISTING FLOOR MOUNTED RAILING U1 COMPLETELY REMOVE EXISTING KITCHEN APPLIANCES IN SUITE AND COMMUNITY KITCHENS. U2 COMPLETELY REMOVE BATHROOM APPLIANCE(S) (TOILET, SHOWER, AND SINK). SAVE FOR POSSIBLE RELOCATION. U3 COMPLETELY REMOVE BATHROOM APPLIANCE(S) (TOILET, SHOWER, AND SINK). U4 COMPLETELY REMOVE EXISTING SINKS FROM DORM ROOMS. U5 COMPLETELY REMOVE EXISTING FIREPLACE AND ALL APPURTENANCE U6 REMOVE ALL ABANDONED UTILITIES, AND WALL / FLOOR MOUNTED CASEWORK. 67 COMPLETELY REMOVE EXISTING DUMBWAITER LIFT AND RELATED HARDWARE. W1 COMPLETELY REMOVE EXISTING CMU PARTITION(S) INCLUDING, BUT NOT LIMITED TO, GLAZED STRUCTURAL FACING UNITS ON CONCRETE FOUNDATION WALLS, DOORS(S), FRAME(S), AND VIEW WINDOW(S) TO EXTENT INDICATED. PATCH FLOOR, BASE, CEILING AND ADJACENT WALLS TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. W2 COMPLETELY REMOVE EXISTING GYPSUM / PLASTER PARTITION(S) INCLUDING, BUT NOT LIMITED TO, GLAZED STRUCTURAL FACING UNITS ON CONCRETE FOUNDATION WALLS, DOORS(S), FRAME(S), AND VIEW W INDOW(S) TO EXTENT INDICATED. PATCH FLOOR, BASE, CEILING AND ADJACENT WALLS TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. W3 REMOVE PORTION OF CAST -IN -PLACE CONCRETE WALL AND STUCCO FINISH DEMOLITION GENERAL NOTES FLOOR SLAB DUCT PENETRATIONS 1. RECORD STRUCTRAL DRAWINGS ARE NOT AVAILABLE. 2. PROVIDE ENGINEER WITH DIMENSIONED DUCT PENETRATION SHOP DRAWINGS PRIOR TO PERFORMING WORK. 3. INCLUDE THE FOLLOWING STRUCTURAL INFORMATION IN BAYS WHERE DUCT PENETRATIONS ARE PROPOSED: A. BAY SIZE AND COLUMN DIMENSIONS. B. BEAM LOCATIONS AND DIMENSIONS. C. SLAB THICKNESS AND TOPPING / FINISH THICKNESS. 4. ENGINEER WILL REVIEW AND APPROVE PENETRATIONS OR RECOMMEND ADJUSTMENTS TO THE DUCT LAYOUT. STRUCTURAL REINFORCEMENT MAY ALSO BE NECESSARY. 5. ADJUSTMENTS TO CONTRACT SUM AND TIME WILL BE NEGOTIATED IF STRUCTURAL MODIFICATIONS ARE NECESSARY. FOR RE'FLR,EMO mopp Barry University WEBER HALL 6 •► 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.567e F:9E4.524.5677 f _.pT - RAGAN, OWVNI A, INC: CONS. c'LTI NO— ENYGINlmLlj. eooay 1450 Centrepark Boulevard, Suite 350 West Palm Beach, FL 33401 (561) 689-2303- (561) 684.2302 Fax w jlrchnc.com CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN (—{--I N Drawing Title: Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL D01 00 © CannwDesign 2018 0 E a n m Ew 0 €o �1 _0 � cr n'a H CD O N a NZ_ Q 0C rn 0 0 m d e 0 ❑v, o U 0) C d = 0)2 2 N O C L p C N Co r Q n _ N OO Q ) 3 ROOM # SPACE AREA OCCUPANCY SF/OCC OCC FUCED OCC # TOTAL OCCUPANTS TYPE FUNCTION 201 DOUBLE 224 SF R Residential 200 2 0 2 202 DOUBLE 203 SF R Residential 200 2 p 2 203 DOUBLE 190 SF R Residential 200 1 0 1 204 SINGLE 125 SF R Residential 200 1 0 1 205 DOUBLE 230 SF R Residential 200 2 0 2 206 DOUBLE 214 SF R Residential 200 2 0 2 207 SINGLE 147 SF R Residential —200-1 0 1 208 SINGLE 94 SF R Residential 2010 1 p 1 209 SINGLE 134 SF R Residential 1 0 1 210 DOUBLE 208 SF R Residential 2 0 2 211 SINGLE 126 SF R Residential 1 0 1 212 DOUBLE 193 SF R Residential 1 —0--1 213 SINGLE 125 SF R Residential 1 0 1 214 DOUBLE 199 SF R Residential 2 1 0 1 215 SINGLE 132 SF R Residential 200 1 0 1 216 DOUBLE 188 SF R Residential 200 1 0 1 217 SINGLE 132 SF R Residential 200 —1 0 1 218 SINGLE 125 SF R Residential 200 1 0 1 219 SINGLE 135 SF R Residential 200 1 0 1 220 DOUBLE 179 SF R Residential 200 1 0 1 221 DOUBLE 232 SF R Residential 200 _ 2 0 ____2 222 DOUBLE 144 SF R Residential 200 1 _ 0 1 223 DOUBLE 210 SF R Residential 200 2 0 2 224 DOUBLE 209 SF R Residential 200 2 0 2 225 DOUBLE 209 SF R fiesidential 200 2 p — 2 226 DOUBLE 208 SF R Residential 20p 2 p 2 227 DOUBLE 213 SF R Residential 200 2 —0-2 228 DOUBLE 212 SF R Residential 2pp 2 —0-2 229 SINGLE 135 SF R Residential 200 1 0 1 230 SINGLE 155 SF _SF-R R Residential 200 1 0 1 231 SINGLE 116 Residential 200 1 0 1 232 SINGLE 126 SF R Residential 200 1 0 1 233 SINGLE 122 SF R Residential 234 DOUBLE 193 SF R Residential 235 SINGLE 119 SF R Residential 1 236 DOUBLE 200 SF R Residential W 1 237 SINGLE 121 SF R Residential 1 238 SINGLE 115 SF R Residential 1 239 SINGLE122 SFResidential 1 240 _ DOUBLE 205 SF R Residential 200 2 0 2 241 SINGLE 119 SF R Residential 200 1 0 1 242 DOUBLE 206 SF _SF R Residential 200 2 0 2 243 SINGLE 151 R Residential 200 1 0 1 244 SINGLE 99 SF R Residential 200 1 0 1 245 DOUBLE 242 SF R Residential —200-2 —0-2 246 DOUBLE 213 SF R Residential 200 2 p 2 247 SINGLE 119 SF R Residential 200 1 0 1 N13 SINGLE 127 SF R Residential 200 1 0 1 249 DOUBLE 266 SF R Residential 200 2 0 2 A201 CLOSET_ 76 SF AC Accessory 300 1 0 1 A202 DATA CLOSET 126 SF AC Accessory 300 1 0 1 A208 LOUNGE 357 SF A u Assembly - unconcentrated _ 15 24 0 24 A209 LOUNGE 374 SF A-u Assembly - unconcentrated 15 25 0 25 P-1 ROOF PATIO 633 SF A-u Assembly - unconcentrated 15 43 0 43 LEVEL 02 160 Grand total: 54 160 TOILET 230A 35 SF 1 SINGLE 230 J 155 SF DOUBLE 228 213 SF ^: DOUBLE 4 22g 209 Si - CORRIDOR C202 - DOUBLE 2L24� 210 SF TOILET 2 2A/22 A -- 48 SF ` TOILET TO TOILET DOSE Si45 SF 2 OA121 A 2 4A/21 A 2 8A/22 A 22G 222 SIN LE 48 SF 48 SF 44 SF 180 SF ` r DOUBLE 248 ` \ 206 95 215 SF SF DOUBLE 205 DOUBLE DOUBLE DOUBLE DOUBLE 2, - ?10 212 r E 233 SF 2l'". SF �195 SF 200 F a r Slu 8 kIll, 3 2 S 8 1 S 218 i;t_ �/ 127 SF A201 41,r 76 SF ., , 1, - - -- , aRR1DOi2 / ', FED' .. ) ' / / % STAIRS- e S1-2 4,E4,E4 126SF /2 LI SINGLE 204 127 S TOILET 203Aj 49 SF DOUBLE L203 0 192 SF 202 205 S i,; 1A/20 a 49 SF - c DOUBLE �1, 271 SF LEVEL 02 - CODE COMPLIANCE PLAN 1/16" = T-0" SINGLE SINGI E SINGLE SINGLE SINGLE SINGLE a 207 209 211 213 1 1 215 217 LOUNGE 142 S= 135 S128 SIF .: 126, SF ,-, SF 134 Sr A209 369 SF TOILET TOILET TOILET 207/V2* 2 1A/21 A 48 SF 48 SF 48 SF CORRIDOR FEru 200 FEC j DOUBLE (; 227 215 SF DOUBLE 225 210 SF DOUBLE 223 211 SF ;1 TOILET 1 48 SF V DOUBLE TOILET "I 221 232A 233 SF r 45 SF TOILET 2 A/23 TOILET 238A TOILET 2 OA/24 A 46 SF 44 SF 46 SF � DATA CLOSET. SINGLE DOUBLE A202 1 232 1 234 UQU6_ ` SINGLE DOUBLE DOUBLE 1`26 SF 1; SF 193 SF - 236 23 3 240 242 201 SF 11 / S � 206 SF 207 SF 1 '17 J , 2 ,- SINGLE reI 219 „ 136SF'', ,�, �A'o SINGLE 229 137 SF SINGLE 231 SINGLE SINGLE 233 235 SINGLE — 237-i1 s': : Lr SINGLE 243: ^1 118 SF 124 SF 121 SF 12-2 S IG SF 152 SF a e. LOUNGE ROOF \ 359 SF � TOILET TOILET TOILET TOILETFEC R-1 2 A 3A/23 2 7A/23 A 211 A243A 609 SF TOILET A2 8A/2 1A 48 SF 48 SF 48 SF 229A 51 SF 48 SF CORRIDOR G204 TOILET 2 5A/24�A 57 Sr DOUBLE F246 593 SF DOUBLE 245 243 SF 94 W F E S T AIDS 21 E*, C ;E-" >MG I E Gam',',,�,, 12 ct TOILET —2 7A/24 ,A 48 SF INGLE 24, 12 TOILET t—I 249A 48 SF ., DOUBLE 249 272 SF APPROVED MAMI—CAbt to FiitF BEt'AtItTMf ltCbG. PERMPf- n Mom--' Barry University WEBER BALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5671 JOHNSON,-LE-V: NSQN, RAOAN, 6��Jtx Nc_ C.(.)IQ SU LTFN('-*X61 NF L%H:: 1450Cemt park Boulevard, Suite S56 West Palm Beach, FL 33401 (561) 689-2303 (561) 689.2302 Fax w Jlydincxom CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 052019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN ff-) N Drawing Title: LEVEL 02 CODE COMPLIANCE PLAN Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL G0202 0 Cwn De*n 2018 LEVEL 01 DEMOLITION PLAN 1/16" = 1'-0" DEMOLITION KEYED NOTES:> NUMBER DESCRIPTION Cl COMPLETELY REMOVE EXISTING ACOUSTICAL CEILING PANELS AND CEILING ASSEMBLY INCLUDING ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS AND SUPPORTS, LIGHT, GRILLES, SPEAKERS, SMOKE DETECTORS, EXPANSION JOINTS ETC. COORDINATE WITH MECHANICAL/ ELECTRICAL/ PLUMBING FOR DEVICES TO REMAIN AND FOR THE INSTALLATION OF NEW FIXTURES. C2 COMPLETELY REMOVE EXISTING GYPSUM/ PLASTER CEILING ASSEMBLY INCLUDING ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS AND SUPPORTS, LIGHT, GRILLES, SPEAKERS, SMOKE DETECTORS, EXPANSION JOINTS ETC. COORDINATE WITH MECHANICAL/ ELECTRICAL/ PLUMBING FOR DEVICES TO REMAIN AND FOR THE INSTALLATION OF NEW FIXTURES. C3 COMPLETELY REMOVE EXISTING GYPSUM/PLASTER CEILING ABOVE EXISTING ACOUSTICAL CEILING C4 REMOVE ALL FRAMING AND ABANDON UTILITIES TO UNDERSIDE OF STRUCTURE ABOVE. F1 COMPLETELY REMOVE VCT FLOORING TO EXPOSED CONCRETE. PREPARE SURFACE TO RECEIVE NEW FLOORING AS INDICATED IN THE ROOM FINISH SCHEDULE. F2 COMPLETELY REMOVE CERAMIC TILE FLOORING TO EXPOSED CONCRETE. PREPARE SURFACE TO RECEIVE NEW FLOORING AS INDICATED IN THE ROOM FINISH SCHEDULE. M1 COMPLETELY REMOVE EXISTING MILLWORK/CASEWORK, OR COURT WALL PANEL SYSTEM. PATCH ALL DISTURBED CONSTRUCTION TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. IF WALL IS DAMAGED AFTER REMOVAL OF MILLWORK, PATCHAND PREPARE SURFACE TO RECEIVE NEW FINISH AS SCHEDULED M2 COMPLETELY REMOVE EXISTING WAINSCOT AND COMPLETELY REMOVE AND REUSE INTERIOR WOOD SILL. PREPARE FOR NEW PAINT FINISH, COLOR TBD 01 COMPLETELY REMOVE EXISTING DOOR, RELATED HARDWARE, AND PARTITION AS REQUIRED. 02 COMPLETELY REMOVE EXISTING LOUVER, RELATED HARDWARE, AND PARTITION AS REQUIRED, 03 COMPLETELY REMOVE EXISTING WINDOW, RELATED HARDWARE, AND PARTITION AS REQUIRED 05 REMOVE EXISTING EXERIOR STOREFRONT DOORS, TRANSOMS, FRAMES AND RELATED HARDWARE / ELECTRICAL DEVICES. PATCH ALL DISTURBED CONSTRUCTION TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. 06 REMOVE EXISTING EXERIOR HOLLOW METAL DOORS, TRANSOMS, FRAMES AND RELATED HARDWARE. PATCH ALL DISTURBED CONSTRUCTION TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. 07 REMOVE EXISTING CMU WALLS OR PORTIONS OF WALLS REQUIRED TO INSTALL NEW DOOR(S). 68 REMOVE EXISTING CMU WALLS AND STUCCO OR PORTIONS OF WALLS REQUIRED TO INSTALL NEW W INDOW(S). 09 REMOVE EXISTING WINDOW AND PREPARE OPENING FOR NEW DOOR. 010 COMPLETELY REMOVE EXISTING DOOR, RELATED HARDWARE, AND PARTITION AS REQUIRED. 011 COMPLETELY REMOVE EXISTING DUMBWAITER DOOR AND RELATED HARDWARE. R7 REPAIR EXISTING ROOF PAVER SYSTEM. $1 DEMOLISH EXISTING STAIR RUN S2 DEMOLISH EXISTING WALL MOUNTED RAILING S3 DEMOLISH EXISTING FLOOR MOUNTED RAILING U1 COMPLETELY REMOVE EXISTING KITCHEN APPLIANCES IN SUITE AND COMMUNITY KITCHENS. U2 COMPLETELY REMOVE BATHROOM APPLIANCE(S) (TOILET, SHOWER, AND SINK). SAVE FOR POSSIBLE RELOCATION. U3 COMPLETELY REMOVE BATHROOM APPLIANCE(S) (TOILET, SHOWER, AND SINK). U4 COMPLETELY REMOVE EXISTING SINKS FROM DORM ROOMS. U5 COMPLETELY REMOVE EXISTING FIREPLACE AND ALL APPURTENANCE U6 REMOVE ALL ABANDONED UTILITIES, AND WALL / FLOOR MOUNTED CASEWORK. U7 COMPLETELY REMOVE EXISTING DUMBWAITER LIFT AND RELATED HARDWARE. W1 COMPLETELY REMOVE EXISTING CMU PARTITION(S) INCLUDING, BUT NOT LIMITED TO, GLAZED STRUCTURAL FACING UNITS ON CONCRETE FOUNDATION WALLS, DOORS(S), FRAME(S), AND VIEW WINDOW(S) TO EXTENT INDICATED. PATCH FLOOR, BASE, CEILING AND ADJACENT WALLS TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. W2 COMPLETELY REMOVE EXISTING GYPSUM / PLASTER PARTITION(S) INCLUDING, BUT NOT LIMITED TO, GLAZED STRUCTURAL FACING UNITS ON CONCRETE FOUNDATION WALLS, DOORS(S), FRAME(S), AND VIEW WINDOW(S) TO EXTENT INDICATED. PATCH FLOOR, BASE, CEILING AND ADJACENT WALLS TO MATCH ADJACENT EXISTING OR PREPARE SURFACE TO RECEIVE NEW FINISH AS INDICATED IN THE ROOM FINISH SCHEDULE. _ REMOVE PORTION OF CAST -IN -PLACE CONCRETE WALL AND STUCCO FINISH W3 DEMOLITION GENERAL NOTES FLOOR SLAB DUCT PENETRATIONS 1. RECORD STRUCTRAL DRAWINGS ARE NOT AVAILABLE. 2. PROVIDE ENGINEER WITH DIMENSIONED DUCT PENETRATION SHOP DRAWINGS PRIOR TO PERFORMING WORK. 3. INCLUDE THE FOLLOWING STRUCTURAL INFORMATION IN BAYS WHERE DUCT PENETRATIONS ARE PROPOSED: A. BAY SIZE AND COLUMN DIMENSIONS. B. BEAM LOCATIONS AND DIMENSIONS. C. SLAB THICKNESS AND TOPPING / FINISH THICKNESS. 4. ENGINEER WILL REVIEW AND APPROVE PENETRATIONS OR RECOMMEND ADJUSTMENTS TO THE DUCT LAYOUT. STRUCTURAL REINFORCEMENT MAY ALSO BE NECESSARY. 5. ADJUSTMENTS TO CONTRACT SUM AND TIME WILL BE NEGOTIATED IF STRUCTURAL MODIFICATIONS ARE NECESSARY. FOR REIFERE1NCIE ONLY MDFR AJNI��� sr t4 % QVOA ti �O I940'� Barry University N"[1414:a:►_\II RENOVATION mt) 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 y• {J��7 JGHNS04:tX'�INS(�N,e e••••• RAGAN, DAWLA, INC-. •• CONS ULTIZO •EZG IN VERS, ..•mw• •mu•• 1450 Centrepa* BoAWrd, Seite 350 ; • • , • ; West Palm Beach FL 33401 ; • (561) 6894303- (561) 689.2302dzae- w .ilydinc.com CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F:703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 052019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN e N Drawing Title: LEVEL 01 DEMOLITION PLAN Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL D01 01 0 CannonDesign 2018 GENERAL NOTES TOILET SEAT COVER DISPENSER FEMININE NAPKIN DISPOSAL LOW HEIGHT FLUSH VALVE TOILET PAPER DISPENSER / WATER - - CLOSET \ 2'-0" -0" _ w It 1n o QU N - SIDE FRONT 1' - 4"1 MIN VIEW VIEW ,1 - 61MAX 1 3" MIN I I I I I I I I I I I I I FRONT VIEW - - - PERPENDICULAR WALL OR PROJECTING ELEMENT MIRROR - - - SOAP DISPENSER w co � _m rn 0 cp e a U z,- 1n Q I NSIDEN VIEW g LAVATORY NOTE: ACCESSIBLE AND NON -ACCESSIBLE PLUMBING FIXTURES ARE INDICATED IN THE PLUMBING DRAWINGS. ACCESSORIES AND PLUMBING FIXTURES NOTE: SHOWER HOSE VACUUM BREAKER SHALL BE LOCATED A MINIMUM OF 6" ABOVE HAND SPRAY AT UPPERMOST POSITION ON SLIDE BAR NURSE — WATER SUPPLY — —�._� CALL \ (VACUUM BREAKER) 1 j fi (GRAB — RMESSED o SOAP DISH o� SEAT N I x - SIDE WALL SHOWER SLIDE WITH HAND HELD SHOWER AND 60" HOSE CONTINUOUS TWO - — --- WALL GRAB BAR THERMOSTATIC MIXING VALVE 2' 0 tV CONTROL WALL ACCESSORIES AND PLUMBING FIXTURES — CURTAIN ROD T-6„6, 'v ion 0 fV END WALL INSULATE DRAIN AND WATER PIPES DASHED AREA INDICATES ACCESSIBLE KNEE AND TOE CLEARANCE SPACE 1) REFER TO FINISH SCHEDULE, FINISH LEGEND AND INTERIOR ELEVATIONS FOR LOCATION AND DESIGNATION OF NEW FINISHES. 2) ACCESS PANELS AND EXHAUST FANSNENTS OF APPROPRIATE SIZE, AND TYPE TO BE COORDINATED BY GENERAL CONTRACTOR WITH MECHANICAL ENGINEER WHERE REQUIRED. 3) DO NOT DETERMINE DIMENSIONS AND SIZE OF THE GRAPHIC REPRESENTATIONS SHOWN ON THE DRAWINGS BY USING MEASURING DEVICES (DO NOT "SCALE"). RELY ON THE NUMERIC DIMENSIONS SHOWN ON THE DRAWINGS FOR MEASUREMENT. 4) MODIFIED WALLS AND CEILINGS MUST MAINTAIN THE INTEGRITY PROVIDED BY THE EXISTING BUILDING WALL CONSTRUCTION. REINSTATEMENT SHALL BE IMMEDIATE AFTER DEMOLITION, SO AS TO MAINTAIN UNINTERRUPTED INTEGRITY NECESSARY FOR OCCUPANCY. 5) PATCH AND REPAIR AS REQUIRED. L, 6) INSTALL RE -SIZED WINDOW TRIM AFTER CONSTRUCTION IS COMPLETE. DESIGN LOADS BUILDING CODE: FLORIDA BUILDING CODE - SIXTH EDITION, 2017 RISK CATEGORY: II ASCE 7-10 WIND LOADS: 1 1. ULTIMATE DESIGN WIND SPEED: V ult = 175 MPH 2. NOMINAL DESIGN WIND SPEED: V asd = 136 MPH 3. WIND EXPOSURE CATEGORY = B 4. INTERNAL PRESSURE COEFFICIENT = t0.18 5. WIND PRESSURE COMPONENTS AND CLADDING: INTERIOR ZONE: P = + 55 PSF, P = - 60 PSF END ZONE: P = + 55 PSF, P = - 75 PSF /A (PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING INTERIOR, RESPECTIVELY. END ZONES EXTEND FROM CORNERS OF BUILDING A DISTANCE EQUAL TO 10 PERCENT OF LEAST HORIZONTAL BUILDING DIMENSION, BUT NOT LESS THAN 3 FEET) C1 SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP DATA, FOR EACH TYPE OF CONCRETE PROPOSED FOR USE FOR REVIEW. ALLOW ADEQUATE TIME FOR REVIEW PRIOR TO PERFORMING CONCRETE WORK. C2 DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITIONS. C3 SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING, PLACEMENT AND DETAILS OF CONSTRUCTION FOR REVIEW PRIOR TO FABRICATION. C4 PROVIDE CONCRETE AND REINFORCEMENT AS LISTED BELOW: CONCRETE F'C (PSI) DENSITY (PCF) FOOTINGS 3,000 150 WALLS 4,000 150 SLABS ON GROUND 3,000 150 ALL OTHER CONCRETE 4,000 150 REINFORCEMENT GRADE TYPICAL BARS ASTM A615, GRADE 60 C5 PROVIDE THE FOLLOWING CONCRETE COVERS (UNO): CONCRETE CAST AGAINST EARTH OR FILL 3-INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: 2-INCHES SLABS ON GROUND: MIDDLE OF SLAB — AUDIONISUAL FIRE ALARM 'v Li a W N NE wX w= a co_ M L ¢ U' U III _ H w a z E _ L O r. Z z O J - _ CR T OF •r m 0.N E tO OB ro W ca in v O � � in -c% eo a0 C? co ro `n _ I Q I b o i0 ACCESSIBLE EXIT SIGN FIRE ALARM COMBINATION CLOCK WALL WALL DOUBLE -SIDED T.V./DATA/ POWER LIGHT DOME OCCUPANCY CARD THERMOSTAT REMOTE DOOR POWER NIGHT TYPICAL CASEWORK DOOR PUSH PULL STATION POWER/SIGNAL/OUTLE (PLACED ON WALL PHONE SWITCH PROJECTED PHONE RECEPTACLES SWITCHES LIGHT SENSOR READER RELEASE DISCONNECT LIGHT ASSEMBLY BUTTON (GENERALLY T FOR WALL MOUNTED WITH NO VISUAL JACK CLOCK LOCATE UNDER TELEVISION OR BOARDS AN ALARM) MONITOR MOUNTED BELOW) ACCESSORIES AND PLUMBING FIXTURES ma 3„ E O - ---EL E iN o2 s L (o CLEAR TYPICAL WORKSTATION ASSEMBLY Barry University WEBER HALL RENOVATION M C f 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F: 954.524.5677 . . J0f1NSON;L�VINS(;% ...... RAUAN,:1%gLA, TN*C*. .• CONSUL-:fNU mFNG1,Ns RJLS ••.•i• 1450 Cenmpark. Broulevar,4 Suite 150 West Palm Beadh Ft 334N .. (561) 689.2303 • (561) 689.23@.Wx wJlydinccom CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703, 907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date Drawing Title_ - MOUNTING HEIGHTS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL A0002 9) CannmCesign 2018 Barry University WEBER HALL RENOVATION mc3ss 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 P r'; (its' 1'vk% `' LA, , I (- o . UONSC, LT lCu IL `+. _=-CC. 1450 CeutsepaikBoul,vard, Suire 350 ° West Palm Bead-, FL 33401 (561) 689.2303- (561) 689,2302 Fax a ,jlyd txxom CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F:703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: BASEMENT FLOOR PLAN Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL A01 00 © CannonDesign 2018 1 LEVEL 01 1 1116" = T-0" THE FOLLOWING LIFE SAFETY FEATURES SHALL BE PROVIDED ATTHETIME OF OCCUPANCY; owm !WMb�2•.2 {,t t REVISED PLANS TIDFR APPROVED MIAMI-DADE COUNPY FIRE DEPARTMENT BLDB.PERMIf ✓/ /�bREMARM_ , F* 11� �" �. 11� 4 Ogg �! "mhl �1940'�y Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954,524.5677 JO NSCAN-x:F.iYINS( RAGA , P N"JiA, IN(" 1450 Cenrcepark;`.3ou.w.rd, Suite 350 - - - - Wesr I'ahn Beach, Ft 33"401- (561) ti89--Z3Q3 • (561) 689-2302 Fat - w% wglydn cxom CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN `N Drawing Title: LEVEL 01 FLOOR PLAN Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL CannonDesign 2018 �• • �C�" ' �N STAIRS �LL�l 1 I, S1-2 SING 1 SINGLE 204 2 207 OIL 204A r, OILET 2(1 203A DOUBLE 203 C200 CORRIDOR DOUBLE 202 DO�RU .��E 201 CORRIDOR C202 TOIL TOILT 2 OA/21 2 4A/21 TOILET 2 8A/22 A r�INI® r DOUBLE DOUBLE 1 111, Hrl I 1�I� i� 1A/21 A2101 L920t SING INGI 213 215 I C98 - LOUNGE A209 CONSTRUCTION NOTES A I I' 1 / A0110.A A\ EXISTING A011 394 SF 11 EXISTING FA012 46 SF 16 EXISTING A010 55 SF EXISTING AO"I 445 SF EXISTING A014j 728 SF E004) J\ TBASEMENT AREA B CUMBER CONSTRUCTION DESCRIPTION ACCESSIBLE CHAIR LIFT OF BASIS DESIGN - GARAVENTA LIFT MODEL X3, OR EQUIVALENT FROM FLORIDA LIFTS. 2 6 INCH HIGH RAMP W ITH BROOM FINISH SURFACE FROM FLOOR SLAB TO AT GRADE SIDEWALK. 3 42 INCH HIGH GUARDRAIL REFER TO SHEET A0501 FOR MORE INFORMATION. _ 14 NEW COLD FORMED METAL FRAMING SOFFIT WITH TWO LAYERS OF EXTERIOR GYPSUM WALL BOARD WITH KNOCK DOWN STUCCO DISH. 5 CAST IN -PLACE CONCRETE SLAB ON GRADE WITH 1.5% SLOPE AWAY FROM BUILDING 6 CAST -IN -PLACE CONCRETE RETAINING WALL. MATCH EXISTING WALL SIZE, HEIGHT, AND_ PROFILE 7 36 INCH HIGH HANDRAIL REFER TO SHEET A0202 FOR MORE INFORMATION. 8 CAST -IN -PLACE CONCRETE STAIR. 7 INCH MAX. RISERS 9 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR. FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND V-0 FROM TOP TREAD AND ONE TREAD DEPTH FROM BOTTOM TREAD — 110 MUCH 1 1/4" DIAMETER WALL MOUNTED ALUMINUM HANDRAIL WITH POWDER COAT FINISH AT 36 INCH ABOVE FINISHED STAIR. EXTEND V-0' FROM TOP TREAD AND 13" FROM BOTTOM TREAD 11 INFILL WITH GALVANIZED (G90) COLD FORMED METAL FRAMING, CEMENTITIOUS BACKER UNIT SHEATHING, INSULATION, EXTERIOR STUCCO_ FINISH SYSTEM TO MATCH EXISTING. REFER TO 6 & 7 A0206 GYPS NEW 12 UM WALL BOARD CEILING _ - - 13 WINDOW TINT FILM: 3M TINTED NIGHT VISION 15 WITH .33 SHADING COEFFICIENT. 14 REUSE EXISTING INTERIOR WOOD SILL. PREPARE FOR NEW PAINT FINISH, COLOR TBD �16-- 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND 1'-0' FROM TOP TREAD AND 13" FROM BOTTOM TREAD EXTERIOR LOUVER OPENING, COORDINATE SIZE WITH MECHANICAL DRAWINGS. REFER TO NOTE 11 FOR REMAINDER OF OPENING M ISEDANS Ntnra APPROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG. PERMIT nRE ALARM FlRESUPPRESSION_1 WAT MAIN EXT. BY: Barry University WEBER HALL RENOVATION mc3ss 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5F77 JOi- NSON,-1-F VI1ti SO N, fi AGA N, F.x1 11--A, INC, , 1450 Ceatrepark E Curd, Suez 3i0 West Patin $each, FL 33401- (561) 689,2303- (561) 689-2362 Fax Aw jlydinc.,om CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703-907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: BASEMENT ENLARGED PLAN AREA B Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL '1 mill --A © CannonDesign 2018 Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave.; Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5§Zl b obmo a o 0 oomo ob 0 o m a a'®mbb em b ommoeb h � '� hao om m aoabmm e o b m a m a �Sm ® ® V13 6bn4A JOH2d'4iON,*i P-Vf SC , FIA AN, n:A,INC Ca-NSULTING $mot GaTNea.$aammb qb®bum 1450Cenrmpark` PAev`;rd,Sup 3W b®"®• West Palm Beach, FL 33401 m 0 m m a 3 m m (561) 689,2303 • (561) 689-2302 Fax Ws 'jirtihmeom %Or% ESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 4 ADDENDUM #3 - PERMIT Date 4 REVISIONS 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN e N Drawing Title: LEVEL 01 ENLARGED PLAN AREA A Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL A01 11 mA CannonDesign 2018 CONSTRUCTION NOTES NUMBER CONSTRUCTION DESCRIPTION i 2, STAIR EXISTING S3-1 I-r--- PLANTER 1 303 SF --.. 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PERMrr RE ALARM FlRESUPPRESSION_ WAT MAIN EXT. OFFICE OFFICE DATE: ® Oy. I 127 El 22 --1 —�I 134 SF 129 SF 6 1, A0111.A LEVEL 01 AREA B 1 1/8" = V-0" 1 ACCESSIBLE CHAIR LIFT: BASIS OF DESIGN - GARAVENTA LIFT MODEL X3, OR EQUIVALENT FROM FLORIDA LIFTS. 2 6 INCH HIGH RAMP WITH BROOM FINISH SURFACE FROM FLOOR SLAB TO AT GRADE SIDEWALK. 3 42 INCH HIGH GUARDRAIL: REFER TO SHEET A0501 FOR MORE INFORMATION. NEW COLD FORMED METAL FRAMING SOFFIT WITH TWO LAYERS OF EXTERIOR GYPSUM WALL BOARD WITH KNOCK DOWN STUCCO FINISH. CAST -IN -PLACE CONCRETE SLAB ON GRADE WITH 1.5°h SLOPE AWAY FROM BUILDING 4 5 6 CAST -IN -PLACE CONCRETE RETAINING WALL. MATCH EXISTING WALL SIZE, HEIGHT, AND PROFILE 7 36 INCH HIGH HANDRAIL: REFER TO SHEET A0202 FOR MORE INFORMATION.__ 8 CAST -IN -PLACE CONCRETE STAIR. 7 INCH MAX. RISERS _ 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR. FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND 1'-0" FROM TOP TREAD AND ONE TREAD DEPTH FROM M BOTTOM TREAD 9 10 1 1/4" DIAMETER WALL MOUNTED ALUMINUM HANDRAIL WITH POWDER COAT FINISH AT 36 INCH ABOVE FINISHED STAIR. EXTEND 1'-0" FROM TOP TREAD AND 13" FROM BOTTOM TREAD INFILL WITH GALVANIZED (G90) COLD FORMED METAL FRAMING, CEMENTITIOUS BACKER UNIT SHEATHING, INSULATION, EXTERIOR STUCCO FINISH SYSTEM TO MATCH EXISTING. REFER TO 6 & 7 A0206 _ NEW GYPSUM WALL BOARD CEILING 11 _ 12 13 _ WINDOW TINT FILM: 3M TINTED NIGHT VISION 15 W ITH .33 SHADING COEFFICIENT. 14 REUSE EXISTING INTERIOR WOOD SILL. PREPARE FOR NEW PAINT FINISH, COLOR TBD 15 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR. FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND 1'-0" FROM TOP TREAD AND 13" FROM BOTTOM TREAD 16 EXTERIOR LOUVER OPENING, COORDINATE SIZE WITH MECHANICAL DRAWINGS. REFER TO NOTE 11 FOR REMAINDER OF OPENING Barry University WEBER HALL RENOVATION MC 3 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.fiR77 -- -.error• JOHtVSO1V LGVINSVIV,• R.ACYAN, 0A�JJtA, t,NC• •,•,•• •••••• CONSULTING ENGINfAS"96 1450 CentrepA.6dallvatd, $µite •3$0 West Palm Beach, FL 33401 ° •:.,' (561) 689,2303- (561) 689.2302 Fax www.jlydllu.com CAN�ONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 4 ADDENDUM #3 - PERMIT Date 4 REVISIONS 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN e N Drawing Title: LEVEL 01 ENLARGED PLAN AREA B Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL A011loB CONSTRUCTION NOTES NUMBER CONSTRUCTION DE m Al 1 ACCESSIBLE CHAIR LIFT: BASIS OF DESIGN - GARAVENTA LIFT MODEL X3, OR EQUIVALENT FROM FLORIDA LIFTS. 2 6 INCH HIGH RAMP WITH BROOM FINISH SURFACE FROM FLOOR SLAB TO AT GRADE SIDEWALK. 3 421NCH HIGH GUARDRAIL: REFER TO SHEET A0501 FOR MORE INFORMATION. 4 NEW COLD FORMED METAL FRAMING SOFFIT WITH TWO LAYERS OF EXTERIOR GYPSUM WALL BOARD WITH KNOCK DOWN STUCCO FINISH. 5 CAST -IN -PLACE CONCRETE SLAB ON GRADE WITH 1.5% SLOPE AWAY FROM BUILDING 6 CAST -IN -PLACE CONCRETE RETAINING WALL. MATCH EXISTING WALL SIZE, HEIGHT, AND PROFILE 7 36 INCH HIGH HANDRAIL: REFER TO SHEET A0202 FOR MORE INFORMATION. 8 CAST -IN -PLACE CONCRETE STAIR. 7 INCH MAX. RISERS 9 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR. FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND 1'-0" FROM TOP TREAD AND ONE TREAD DEPTH FROM BOTTOM TREAD 10 1 1/4" DIAMETER WALL MOUNTED ALUMINUM HANDRAIL WITH POWDER COAT FINISH AT 36 INCH ABOVE FINISHED STAIR. EXTEND V-0" FROM TOP TREAD AND 13" FROM BOTTOM TREAD 11 INFILL WITH GALVANIZED (G90) COLD FORMED METAL FRAMING, CEMENTITIOUS BACKER UNIT SHEATHING, INSULATION, EXTERIOR STUCCO FINISH SYSTEM TO MATCH EXISTING. REFER TO 6 & 7 A0206 12 NEW GYPSUM WALL BOARD CEILING 13 WINDOW TINT FILM: 3M TINTED NIGHT VISION 15 WITH .33 SHADING COEFFICIENT. 14 REUSE EXISTING INTERIOR WOOD SILL. PREPARE FOR NEW PAINT FINISH, COLOR TBD 15 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR. FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND 1'-0" FROM TOP TREAD AND 13" FROM BOTTOM TREAD 16 EXTERIOR LOWER OPENING, COORDINATE SIZE WITH MECHANICAL DRAWINGS. REFER TO NOTE 11 FOR REMAINDER OF OPENING GENERAL NOTES 1. ROOF INSULATION TO BE R-30 MINIMUM PER FLORIDA BUILDING CODE - ENERGY CONSERVATION - CLIMATE ZONE 1-A 1V-01/4" DOUB 205 12 233 SF 12' - 0 1/4"� 205 STAIR S1-2 126 SF TOIL 204A 52 SF TOILET 203A 49 SF A 1 2O6A) DOUBLE °D 12 206 215 SF Go `vg4- I I , ,��IVA mp\_ 12 I1I 204 27 SFA M in 204 = KIZ 12 203 12 DOUBLE 203 DF 192 SF ?' j 202 DOUBLE 202 205 SF 12 f 201 f'Tr1.71A 208 208 5. I� M2O1 MECHANICAL M201 � 2 - 12 CORRIDOR C200 219 SF EXISTING ROOF Al FAN SINGLE �L 230 155 SF 12 Y <4> I 230 DOUBLE 228 I 213 SF 12 <J 228 ' 48SF� I 226A i DOUB E L2 I 226 209 SF CORRIDOR 12) - C202 �'2 497 SF I I I DOUBLE 224 210SF 12' I 224A -22� I 'I TOILET 12 1 2 22 48 SF! 1 1 1 222 I A0206 SINGL 222 �2 TOILETA/22 A I I �12 '145 SF 222 TOILET T IL STAIRS 44 SF I I 2 OA/21 2 4A/21 S2-2 I I 48 SF 48 SF 123 SF f -- - OUB • D LE 220 12 L 180 SF 12 210A 212A 214A 12 "` 216A 12 220A DOUBLE "` DOUBLE DOUBLE - DOUBLE SINGLE I <�1 210 1 212 � 214 2- 12 = 218 220 I I 209 SF 195 SF 200 SF 1 1 1 1 189 SF — 127 SF LS 12 A201 A201 F1 F1 210 2 22 9 3 76 SIP F� 3 rru°•m � c,• CORRIDOR 214 216 9 2 1 1> C201 DF 11 SIM. 218 , 1 A100 6 C201 3 ' 695 SF A0501 ^ \ 3 207 K1 K1' 209) 211 9 SF A210 213 1 O 15 2217 A209'' I. 219 '�9 2 2 I L2, L 1 `Kl> L L� 12 1 12 12 C1 C 12 12 I K1 INGLE 12 1 �GLE SINGLE 12 ING3LE SINGLE 12 SINGLE 1 O 217 12 SINGLE E200 142 SF 209 128 SF 126 SF 131 SF SF F LOUNGE 219 �t 209A 135 SF 213A 215A am 134 A209 k 219A 136 SF 369 SF 12 207A 211A - -�.... TOILET TOILET TOILE TOILET 2 7A/20 2 1A/21 2 5A/21 A 9A/21 48 SF 48 SF 48 SF 49 SF R-1 '--- — - - � 609 SF 1 0501 A0501 I n 2 I REVISED PLANS MDFR 1 1 A0112.B APPROVED MIAMI-DADE COU TY FIRE DEPARTMENT BLDG.PERMIT� RE ALARM FlRESUPPR SION WA MAIN EXL D -- LEVEL 02 AREA A 1/8" = 1'-0" r O �1' 194 0 '�y Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 _ T:954.524.5678 R-954.524.5617 J •• R(• ..... JOHNSON, LrVI ' 0N, °. RAGAN, DAVIGA, INS"a.. ....:. C0NS0LT7RCµs "4A CgINEP.tSa •••••• 1450 Centrepark Boulevard, Suite° 40. ° West Palm Beach, FL 33401 (561) 689.2303, (561) 699,2302 Fax www.jlydim.com CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN e VN Drawing Title: LEVEL 02 ENLARGED PLAN AREA A Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by; RL A01 12mA CannonDesign 2018 2\ TI S IRS �2 S3-2 257 SF L2 IDO 227 I 12 227 C L 1 1 - 1 1 225 1 12 DOUBLE 225 L2\ 1(1 I I K1; L2 12 DO 2iiT 223 22 1 1 1 221 1� I 12 I DOC1 UBLE 221 1 1 —FASTEN WINDOW EXISTING ROOF SHUTOVERHANG FASTEN WINDOW SHUT LT� DATA CLOSET 12 % SINGLE 'A202 A202 232 CL CL 12 1 12 1 Pc A203 A204 O !L2 15 SF 16 SF pt; a 1 - F1� �A203 A204 1 232 6203; 6 A10041 CL 1 22 086 A208 L L 1 12 S 12 SINGLE 1 1 OSB 229 12 /� �� 1� LOUNGE \`5 A208 229A ROOF R-1 %1 LJ% 609 SF A0501 3 T 0 DOUBLE 234 12 r 12 CIL A207 24 SF 12 ® SIS 231 231 231A 12 CONSTRUCTION NOTES NUMBER CONSTRUCTION DESCRIPTION 1 ACCESSIBLE CHAIR LIFT: BASIS OF DESIGN - GARAVENTA LIFT MODEL X3, OR EQUIVALENT FROM FLORIDA LIFTS. 6 INCH HIGH RAMP WITH BROOM FINISH SURFACE FROM FLOOR SLAB TO AT GRADE SIDEWALK. 2 3 42 INCH HIGH GUARDRAIL: REFER TO SHEET A0501 FOR MORE INFORMATION. NEW COLD FORMED METAL FRAMING SOFFIT WITH TWO LAYERS OF EXTERIOR GYPSUM WALL BOARD WITH KNOCK DOWN STUCCO FINISH. 4 5 CAST -IN -PLACE CONCRETE SLAB ON GRADE WITH 1.5% SLOPE AWAY FROM BUILDING 6 CAST -IN -PLACE CONCRETE RETAINING WALL. MATCH EXISTING WALL SIZE, HEIGHT, AND PROFILE 7 36 INCH HIGH HANDRAIL: REFER TO SHEET A0202 FOR MORE INFORMATION. CAST -IN -PLACE CONCRETE STAIR. 7 INCH MAX. RISERS 8 9 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR. FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND V-0" FROM TOP TREAD AND ONE TREAD DEPTH FROM BOTTOM TREAD 10 1 1/4" DIAMETER WALL MOUNTED ALUMINUM HANDRAIL —WITH POWDER COAT FINISH AT 36 INCH ABOVE FINISHED STAIR. EXTEND V-0" FROM TOP TREAD AND 13" FROM BOTTOM TREAD 11 INFILL WITH GALVANIZED (G90) COLD FORMED METAL FRAMING, CEMENTITIOUS BACKER UNIT SHEATHING, INSULATION, EXTERIOR STUCCO FINISH SYSTEM TO MATCH EXISTING. REFER TO 6 8 7 A0206 12 NEW GYPSUM WALL BOARD CEILING 13 WINDOW TINT FILM: 3M TINTED NIGHT VISION 15 WITH .33 SHADING COEFFICIENT. 14 REUSE EXISTING INTERIOR WOOD SILL. PREPARE FOR NEW PAINT FINISH, COLOR TBD 15 1 1/4" DIAMETER WALL MOUNTED SOLID MAPLE HANDRAIL AT 36 INCH ABOVE FINISHED STAIR. FINISH TO MATCH EXISTING STAIR RAILINGS. EXTEND V-0" FROM TOP TREAD AND 13" FROM BOTTOM TREAD ER OIN EXTERIOR LOUVEPENG, COORDINATE SIZE W ITH MECHANICAL DRAWINGS. REFER TO NOTE 11 FOR REMAINDER OF OPENING 16 GENERAL NOTES 1. ROOF INSULATION TO BE R-30 MINIMUM PER FLORIDA BUILDING CODE - ENERGY CONSERVATION - CLIMATE ZONE 1-A zh SIM. TOILET 2 2 5A/2 A0205 / GLE 15'- 8 1/2" 245A TOILET TOILET TOILET 1 SIM. IN 2 A/23 238A 246412 0-05 99 SF TOIL D U E 2 6A 12 1 11' - 0o _.. _ 246 12 DO BLE 77 40 SF 238A 238A 242A 4 4— — �� 593SF �_ 1 �ao 245 00 #A _ L� r•� 243 SF DOUBLE 12 DOUBLE 240A DOUBLE I K� 12 1 12 1 236 3, _ 0. 12 240 1 12 1 242 244A ' 12 SINGLE 12 L n 1 r 1 1 1 12 1 1 238 12 1 — — 246 ' 245 12 L2 1 238 " 1 240 242 L2 1 1 2 8� 1 (_238 1 244 4' 13/8 CORRIDOR CL 9 20 9 C203 L K1. A206 233 1 �35 683 SF 237 239 241 10 SF A206 243 1 " g STAIRS 1 S5-2 1 S5-2 1 1 UP 125 SF 1 1 � 1 1 1 M206 1 1 12 1 12 SINGLE SINGLE NGLE 1 1 1 1 GL 12 SINGLE 12 SINE 241 12 243 � /� i 233 SINGLE 237 239 MECHA CALL\ 247 SINGLE 12 12 233AI 235A 235 237A 241A 12 M206 12 247 O c L 12 239A D. 243A 247A _ TOILET TOILET TOILET TOILET C1 12 2 7A/24 A 2 3A/23 237A/23 A 2 1Al24 A CORRIDOR 5 FC2041 248 Redundant Room CL 12 SINGE 246 " REVISED A205 8 SF A205 sr rn: R (12) aTEI 49A I , `5 V APPROVE© 249A MIAMI-DADE COU FIRE DEPARTMENT 5 DOUBLE 249 BLDG. PERMIT R ALARM FIRE SUPPRES$IG 4 ERII Iq E)(r. 12 I I I f1- LEVEL 02 AREA B 1 1/8„ = 11-01, 19 0 ~ 4 Barry University WEBER HALL RENOVATION mIft Cliff 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311- ... T:954.524.5678 P: 954.524.5677 • • • • ... ° s JOHNSON,KMNSQN,"" ....:. RAGAN, DAVILA, INC"' CONSULTING.ONd INEF•RS•• �_•��� 1450 Centrepark Boulevard, Suitc•350. West Palm Beach, FL 33401 (561) 689-2303 • (561) 689L2302 Fax w vjlydincxotn CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: LEVEL 02 ENLARGED PLAN AREA B Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL A01 12m B 6 CannonDesign 2018 NEW STUCCO EXISTING WINDOW SILL TO BE DEMOLISHED EXISTING WINDOW AND FRAME TO BE DEMOLISHED -084113 - ENTRANCE DOOR -079200 - JOINT SEALANT -EXISTING RAILING TO BE DEMOLISHED -EXISTING STRUCTURE NEW DOOR PLAN DETAIL 1 1/2" = V-0" NEW STEEL RAILING MEMBER SIZES AND FINISH TO MATCH EXISTING RAMP RAILING AT NORTH ENTRANCE EO FO STAIR 2 AXON 2 - 1" MARKING STRIPE RAILING BEYOND —084113 - ENTRANCE DOOR EXISTING CURB TO BE DEMOLISHED 1' - NEW RETAINING WALL BEYOND. j -OVERSIZED GASKET SET IN FINISH TO MATCH EXISTING. SEALANT OVER WATER- a - - PROOFING MEMBRANE % s n EXISTING RETAINING i 084113 - THRESHOLD ° :2 j WALL BEYOND. PROVIDE - 042000 - STAINLESS STEEL rc NEW FINISH TO MATCH EXISTING AT NEW SAW DRIP EDGE CUT. a a 079200 - JOINT SEALANTr Kr hr, 'r LEVEL 01 SOUTH WING ro , a � , _ 4„ � 078446 - COMPRESSIBLE ,r FILLER r �EXISTING SIDEWALK EXISTING STRUCTURE P x 078446 - COMPRESSIBLE ,.._FILLER RETAINING WALL III —III III _EXISTING STRUCTURE _#5 EL � %:III SAT 12" OC_ IIIIII I AND GROUTED 4" --III—IIIIII-.._ III_DRILLED INTO EXIST CONC IIIIIIIII NEW DOOR SECTION DETAIL IIIIII—III III III —III IIIIIIIIIIII—III IIIIIIIII 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 5 Al EXTENT OF 1 HOUR FIRE RATED PARTITION CREATED SEPARATION BETWEEN BASEMENT AND STAIR. MECHANICAL M001 -3„ EQ STAIR L2-1 i1 1/2" 11 t t EQ NEW EXT. STAIR SECTION 1 1/2" = 1'-0" 10' - 4 3/4" 078443 - JOINT FIRESTOPPING BELOW -- EXISTING STAIR / EXISTING STAIR TO BE DEMOLISHED 1,_�„ CONC WALL W/ #5 AT STAIR 2 AXON 1 12 OC EA WAY EACH 7 FACE 12"x24" CONC FOOTING #5 AT 12" OC EXISTING STRINGER EXISTING RAILING EXISTING RAILING POST BELOW, TERMINATE RAIL AT THIS LOCATION EXISTING STRINGER TO 1 BE DEMOLISHED EXISTING RAILING TO BE L -, DEMOLISHED EXISTING STAIR TREADS TO BE DEMOLISHED STAIR 2 RAILING DETAIL 1 1/2" = T-01. -EXISTING RAILING STAIR S2-1 STAIR I S2-1 - EXISTING STAIR -078443-JOINT FIRESTOPPING STAIR 2 SECTION DETAIL 3 1 1/2" = 1'-0" EXISTING RAILING TO BE DEMOLISHED -- STAIR i S2-1] EQ 2'- 2 3/4" 1 NEW STEEL RAILING EXISTING STAIR MEMBER SIZES AND FINISH TO in O —III III III IIIIII—III III -IIIIIIIIIIII —III III —III --- —III- IIIIII-III III IIIIIIIIIIII MATCH EXISTING RAMP RAILING 078443-JOINT 10 AT NORTH ENTRANCE \ FIRESTOPPING- £0202 1 i 078443 - JOINT BEVEL 01 LOWER OUTER WING FIRESTOPPI p" EXISTING S1 t _LEVEL 01 SOUTH WING LANDING STAIR 2, NEW EXT. SLAB AND STAIR SECTION 1/2" = 1'-0" BASEMENTAJ MECHANICAL M001 STAIR 2 SECTION DETAIL 2 1 1/2" = T-0" EXISTING STAIR rO BE DEMOLISHED STAIR 2 SECTION DETAIL 1 6'-0" GI�il7 SEE NOTE 2-#5 CONT EXISTING CONC WALL LEVEL 01 SOUTH WING - 44'- I I li III i iI I li i iI I I�i i iil_ I_�I I i it i i it ii it NOTE: CONC CAP W/ #5 DOWELS DRILLED AND GROUTED 4" INTO EXIST CONC -ALTERNATE HOOKS. TOP OF CAP MATCHES TOP OF EXISTING WALL BEYOND. NEW EXT. SLAB SECTION 1/2" = 1 _0„ 1.-01,6'-0" VIF VIF I `A1005 EQ 2 Yd1Y.' 11 �Y 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:9E4.524.5677. " ®.sa•„ y V weaa.® •• . , lY_A.,L:ppV�[�pANS1'Cp��N �• ,ppVgqt��ivvlVppJ}}�� tlt-iUAN, VLLA, IlNe,- o a"...a 1450 Centrepark Boulevard, 9uitc �50 Weir Palm Beach, FL 33401 (561) 689-2303" (561) 689,2302 Fax www.jtrdinc.com CANVONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703 907 2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 =1= 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date REVISED PLANS 31DFR APPROVED DADE 7-�14EALAR Y FIRE DEPAR MENT PERMrr._C Title: ENLARGED PLAN Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL STAIR 2 NEW EX A0202 T. SLAB AND STAIR PLAN 1 1/2„ = 1,_0„ 1 1/2" = 1'-0" © CannmDa ign 2018 CT GYPSUM WALLBOARD FIRE RETARDANT WOOD BLOCKING -- - 4" SOLID SURFACE (SS-1) 2'TYP. BACKSPLASH SOLID SURFACE (SS-1) — PLYWOOD SUBFRAME a-1/4" CHAMFERED EDGE TOILET ACCESSORIES ;} -- - DOOR PULL KITCHEN APPLIANCES ='. - A-1 MIRRORS OVEN AND RANGE EXTRA HEAVY DUTY SHOWER CURTAIN ROD [K�-2 & VINYL SHOWER CURTAIN SINK P. LAM. DOOR: PL-2 TA- STAINLESS STEEL SHOWER HOOK KA-3 REFRIGERATOR TA TOILET PAPER ROLL KA MICROWAVE M P. LAM. BACK PANEL TA SURFACE MOUNTED TOWEL BAR KA-5� EXHAUST HOOD TO MEET ADA/IAC REQUIREMENTS, TA- SHOWER SOAP DISH F A-61 ICE MACHINE TOE KICK AND BASE ATTACHED TO CABINET DOOR, PROVIDE 1/8" MIN 3/8" MAX GAP A.F.F. TO ALLOW FOR A-8 ROBE HOOK KA-71 WARMING CABINET DOOR SWING OVER UNEVEN FLOOR. HOLD OVERALL BASE HEIGHT TO OfMATCH ADJ. CABINETS. P.LAM. BASE BATHROOM ACCESSORIES KITCHEN APPLIANCES ���SINK KITCHEN DETAIL 101E EAST 9 101C/102D WEST 3 -Y OPERABLE CORNER CABINET io � is (V tV KA-5 — in m 5/A0203 A-1 HEIGHT KA-2 XISTING —k STING VDOW T-1 -6 -5 TCH HEIGHT rH EXISTING -1 of o , V iV _-TOEKICK INTEGRAL TO DOOR TO PROVIDE ADA ACCESSIBILITY 101 WEST WHEN DOORS ARE OPEN $ 1/2" = 1'-0° 101 C/102D SOUTH 1/2" = 1'-0" 91115 CT-6 CT-5 MATCH HEIGHT WITH EXISTING CT-1 CT-3 T-- �101 NORTH 1/2" = 1'-0" (_�� 101 C/102D EAST J 1/2• = 1,_011 ­1 HEIGHT XISTING PP C1 14 DOOR TO PROVIDE ADA ACCESSIBILITY WHEN DOORS ARE OPEN 101 C/102D NORTH 1 /2" = V-0" 1 1/2" = 1'-0" 101/101 E ENLARGED PLAN 1/2" = 1'-0" EIGHT STING TA-5 � ,J,j 7 TOILET } 101Cl10JD EXISTING DRAIN—J 101C/102D/ ENLARGED PLAN 1/2" = T-0" �K1�> tjtl> Barry University WEBER HALL RENOVATION M�)55 A 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 - T:954.524.5678 F: 954.524.5677 _ - ...... ✓ d vs e . . jOHNSON, LLV;N50N,- '. RAGAN, LIy`�A[' A, CONS OLTINIi"JNyI IN Ft R': ••••.• 1450 Centrepark Boulevard, Suite sWq . Wesr Palm Beach, FL 33401 (561) 689-2303- (561) 689.2302 Fax wJlydinc.com CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date Drawing Title: ENLARGED PLAN Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL A0204 0 CannonDesign 2018 EXIST CONC GS 'ZT191O 1. POST AT LOUNGE A102 AS INDICATED. POST AT CLASSROOM 124 OPPOSITE HAND. 2. CENTERLINE OF EXISTING CANTILEVER BEAM ABOVE. 3. 24"x24" CONCRETE PIER BEARING AT ELEVATION OF EXISTING FOOTING. 4. HSS4x4x3/8 WITH 3/4"x10"x0'-10" BASE PLATE AND CAP PLATE. POST - LOUNGE A102 CLASSROOM 124 1/8" = 1'-0" LATEX FILLER - FEATHER TO ZERO MINIMUM 4'-0" OUT 096813 - CARPET TILE "a 4 d .6 C A EXISTING 2" TERRAZZO EXISTING CONCRETE FLOOR SLAB CARPET TO EXISTING TERRAZZO 6" = V-0" SMOKE PARTITION 1 1/2" = T-0" 096513 - METAL TRANSITION STRIP 096813 -CARPET TILE -. EXISTING CMU WALL 079200 - JOINT SEALANT SMOKE RATED STOREFRONT SMOKE PARTITION. CONTINUE TO EXISTING PARTITION 079200 - JOINT SEALANT UI a U � Y F- m UI X ❑ w (2) 5/8" DIA HILTI KWIK BOLT TZ EXPANSION ANCHORS o 0 z 04111:111111 NOTES z 2 � 190 z EXIST WALL 1. CONC PIER: 8#6 VERT BARS, #4 TIES AT 12" OC AND (4) 3/4" DIA ANCHOR RODS. CUT AND PATCH EXISTING SLAB ON GRADE AS NECESSARY FOR PIER INSTALLATION. 2. CONC ENCASEMENT W/ 1/2" ISOLATION JOINT AT SLAB ON GRADE PATCH. POST ELEVATION 3/4" = 1'-0" 096513 - RESILIENT TRANSITION STRIP 096516 - RESILIENT SHEET__ FLOORING EXISTING 2" TERRAZZO EXISTING CONCRETE FLOOR SLAB EXISTING 2" TERRAZZO TO RESILIENT 6" = 1'-0" DOOR FRAME T AT LOCATIONS WITH DOORS i F-093013 - PORCELAIN TILE TH-1 CONCRETE FLOOR SLAB PT-1 LVT-1 < d n a < � G d e ARPET TO TILE 6' = V-0" / .d d Q ai x d TRANSITION - TILE TO LVT 3" = V-0" REVISED FLANS NtDFR APPROVED IAMI-DADE COUNTY FIRE DEPARTMENT BLDG. ALARM JN O(T. Barry University WEBER HALL RENOVATION MC)SS 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 - - T:954.524.5678 F:954.524.5677- RAGANI, DAVII_A, NC..', t,ONS U IT Kt F`7vcl t 1. i-. F RS - 1450 Centrepark Boulevard, Suite :�50 West Palm Reach, FL 33401 (561) 689-2303, (561) 689.2302 Fax uvwJlydinc.com CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.9072300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716-773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date Drawing Title: INTERIOR DETAILS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL A0801 © can w Dasign 201d Y Z of F _ {� 1' z� 1 z0 o. o i � 11,11 n I • NOTE 2-J NOTE 1 CL HSS POST NOTES: 1. 3/8"x3 1/2"x0'-6" SHEAR TAB WITH SHORT SLOTTED HORIZONTAL HOLES. PROVIDE 1/4" FIELD FILLET WELD EACH SIDE OF TAB TO HSS COLUMN. 2. 3/4" DIAMETER ADHESIVE ANCHORS AT 8" GAGE. L-1 POST DETAIL SI EXISTING CORNEF TYP. AT CORNEF 3" MAX 1'-0" Y VIF a NOTE 1 NOTE 2 NOTES: 1. 3/8"x3 1/2"4'4' SHEAR TAB WITH SHORT SLOTTED HORIZONTAL HOLES. PROVIDE 1/4" FIELD FILLET WELD EACH SIDE OF TAB TO ANCHOR PLATE. 2. 5/8"x10"x1'-9" ANCHOR PLATE WITH (4) 5/8" DIA HILTI KWIK BOLT TZ EXPANSION ANCHORS AT 6" OC - 4" EMBEDMENT IN EXISTING CONCRETE BEAM. CONNECTION DETAIL 3/4" = 1'-0" EQ EQ L-- r-------- +- ------ - I- i ® rt+ DUCT PEN OUTLINE OF BASEMENT I_.... - CH EQUIPMENT _ 10/A� NOTE 2 NOT J 0841 i i 1 _oOV �1 NOTE 1 E 2 k —EXIST CONC BM EXIST CONC 1 K COL —--- NOTES: 1. ASTM A992 W10x12. TOP OF STEEL 1" BELOW BOTTOM OF CONCRETE SLAB. DRYPACK BETWEEN TOP OF STEEL AND BOTTOM OF SLAB. 2. ASTM A500 GRADE B HSS5x5x1/4 POST WITH 3/4"x11"x0'-11" BASE PLATE EACH END AND (4) 3/4" DIAMETER ADHESIVE ANCHORS. PROVIDE 24"x48"x48" FOOTING IN BASEMENT WITH (11)-#5 EACH WAY BOTTOM. BEAR FOOTING ON SOILS WITH AN ALLOWABLE BEARING PRESSURE OF 3,000 PSF AT LEAST 24-INCHES BELOW FINISHED FLOOR. 3. INSTALL FRAMING PRIOR TO CUTTING DUCT PENETRATIONS. DUCT PEN FRAMING: L-1 AND L-2 1/8" = 1'-0" SMOKE PARTITION JOINT SEALANT NSMF DEFLECTION TRACK PARTITION. JUE TO UNDERSIDE OF TURE - JOINT SEALANT RATED STOREFRONT SFFRCP SEE _SEE RCS,L 5/8" GWB EXISTING BULKHEAD SEE RCP EXISTING BULKHEAD UP TO GWB AND ACT 1 1/2" = V-0" EE GWB AT EXISTING 1 1/2" = V-0" 079200 - JOINT SEALANT TO DECK ABOVE EXISTING CEILING 3-5/8" MTL. STUD -5/8" GWB SEE RCP- -CORNER BEAD, TYP. AT ALL CORNERS -STEPPED MOLDING FA STAIRS S2-2 SEE RCP SEE RCP & GWB BULKHEAD UP TO EXISTING 1 1/2" = 1'4)" SEE RCP SEE F GWB UP TO EXISTING 1 1/2" = 1'-0" SEERCP SEE F GWB SOFFIT 1 1/2" = V-0" CONTINUE GWB TO DECK IF PROJECT REQUIRES TO DECK ABOVE EXISTING CEILING SEE _RCP�v 3-5/8" METAL STUD 5/8" GWB CORNER BEAD, TYP. AT ALL CORNERS CK ABOVE NG CEILING MTL. STUD NB .,.,.ER BEAD, TYP. AT ALL CORNERS TO DECK ABOVE FRAMING SYSTEM FOR CEILING 3-5/8"" MTL. STUD 5/8" GWB CORNER BEAD, TYP. AT ALL CORNERS CEILING DETAIL UNDERNEATH LEVEL 02 STAIR 2 LANDING EVEL 02 EXISTING STRUCTURE OP EXISTING CEILING EXISTING CEILING TO BE DEMOLISHED Barry University WEBER HALL RENOVATION MCISS N 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 3331-1 - T:954.524.5678-F:954.524.5677-- ...... .. ...... R- .. .. ...... JOHNSONp LEV1NSpN„ RAGAN, QAVE A,1 •.•• •���;• CONSULT I NO- E14G 114 MR.S. •�•.•. 1450 Cerurepark Boulevard, Sui%*390 Wesr Palm Beach, FL 33401 (561) 689-2303 - (561) 689.2302 Fax w Jlyduc.com CAN14ONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER Cannon Design 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT REVISIONS 2 ADDENDUM #2 - PERMIT REVISIONS 1 ADDENDUM #1 -PERMIT REVISIONS PERMIT SET No Description JUNE 25 2019 APR 10 2019 MAR 05 2019 DEC 14 2018 Date Drawing Title: CEILING DETAILS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL 3/4" = 1'-0" 1 1/2" = V-0" 0 UNDERSIDE OF DECK ABOVE L5x3 1/2x5/16 x 0'-8" LLV AT 48" OC W/ (1) 5/8" DIA HILTI KWIK BOLT II EXP ANCHOR INTO DECK COMPRESSIBLE FILLER W/ ACOUSTICAL SEALANT FINISHED CEILING (SEE RCP) CMU (SEE SCHEDULE BELOW FOR SIZE) GALV 9 GAUGE TRUSS TYPE - 3 HORIZ REINF AT 16" OC SEE SCHEDULE BELOW FOR DIMENSION TYPE CMU FIRE RATING PART. THICK. STC RATING DESIGN QO 3-5/8" 43/46 N/A 21 5-5/8" 44/49 N/A 2Q 8" — 7-5/8" 45153 N/A 23 10 - 9-5/8" 46/56 N/A 2� 1z' 11-5/8" 47160 N/A NON -RATED PARTITION SCALE: 1 1/2" = T-0" /D UNDERSIDE OF DECK ABOVE SEE STRUCT. DWGS FOR BRACE DETAIL COMPRESSIBLE FILLER W/ FIRE RESISTIVE JOINT SYSTEM FINISHED CEILING (SEE RCP) CMU (SEE SCHEDULE BELOW FOR SIZE) WALL REINFORCING AS SPECIFIED SEE SCHEDULE BELOW FOR DIMENSION TYPE CMU FIRE RATING PART. THICK. STC RATING DESIGN 11 6" 1 HR 5-518" 44/49 NCMA TEK 7-1C A5 RATED PARTITION SCALE: 1 1/2" = V-0" UNDERSIDE OF DECK ABOVE ACOUSTICAL SEALANT DEFLECTION TRACK FINISHED CEILING (SEE RCP) SOUND ATTENUATION BLANKET (SEE SCHEDULE BELOW) STEEL STUD FRAMING (SEE SCHEDULE BELOW) (1) LAYER OF 5/8" GWB AT EACH SIDE ACOUSTICAL SEALANT FINISHED FLOOR SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. SOUND ATTN gIANKFT KEYED NOTES 3-5/8" 4-7/8" NONE N/A 3-5/8" 4-7/8" 3" N/A 2-1/2" 3-3/4" NONE N/A NON -RATED PARTITION SCALE: 1 1/2" = T-0" J OF DECK ABOVE -DEFLECTION TRACK -EXTEND 3" THICK SOUND ATTENUATION BLANKETS 2'-0" HORIZONTALLY EACH SIDE ZOF PARTITIONS SCHEDULED :TO RECEIVE BLANKETS FINISHED CEILING (SEE RCP) SOUND ATTENUATION BLANKET (SEE SCHEDULE BELOW) STEEL STUD FRAMING (SEE SCHEDULE BELOW) (1) LAYER OF 5/8" GWB AT EACH SIDE ACOUSTICAL JOINT SEALANT FINISHED FLOOR SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. SOUND ATTN STC KEYED NOTES 3-5/8" 4-7/8" NONE WA N/A NON -RATED PARTITION SCALE: 1 1/2" = V-0" UNDERSIDE OF DECK ABOVE DEFLECTION TRACK EXTEND GYP. BD. TO CONSTRUCTION ABOVE AND SEAL ON SIDE OF PARTITION WHERE NO CEILING OCCURS FINISHED CEILING (SEE RCP) BRACE FRAMING TO SUBSTRATE NOT TO EXCEED 8'-0" O.C. SEE PLAN FOR DIMENSION LINE OF NEW OR EXISTING PARTITION OR SUBSTRATE (1) LAYER OF 5/8" GWB ACOUSTICAL SEALANT FINISHED FLOOR SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. SOUND ATTN glANKrT KEYED NOTES Q2-1/2" 3-1/8" NONE WA 03-5/8" 0 4-1/4" NONE N/A NON -RATED PARTITION SCALE: 1 1/2" = T-0" - UNDERSIDE OF DECK ABOVE ACOUSTICAL SEALANT — FINISHED CEILING (SEE RCP) RESILIENT CHANNEL (R) LINE OF NEW OR EXISTING PARTITION OR SUBSTRATE (1) LAYER OF 5/8" TYPE ")C'GWB ACOUSTICAL SEALANT FINISHED FLOOR SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. SOUND ATTN KEYED NOTES �1 1/2" (R) 1-1/8" NONE N/A 5/8" GWB CANT AT , PROJECT OVER 2" ELEVATO SHAFT NON -RATED PARTITION SCALE: 1 1/2" = 1'-0" UNDERSIDE OF DECK ABOVE FIRE RESISTIVE JOINT SYSTEM FLOOR, SIDE, AND CEILING RUNNERS FINISHED CEILING (SEE RCP) SOUND ATTENUATION BLANKET (SEE SCHEDULE BELOW) STEEL STUD FRAMING (SEE SCHEDULE BELOW) INTERMEDIATE STUD AS NECESSARY TO SUPPORT LINER PANELS 1" TYPE X GYPSUM LINER PANEL (1) LAYER OF 5/8" TYPE 'X" GWB ACOUSTICAL SEALANT FINISHED FLOOR SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. ATTN KEYED NOTES 2CH 4-1/8" NONE N/A 0 4" CH 4- 5/8" NONE N/A 4" CH 4- 5/8" 3" N/A 1 HR RATED PARTITION SCALE: 1 1/2" = V-0" n UL DESIGN U415 TYPE STUD SIZE PART. THICK. ATTN RIANKET KEYED NOTES 3-518" 4-7/8" NONE N/A PARTITION SHEET KEYED NOTES 1. STC IS BASED ON 20 GAUGE (0.033" BASE METAL THICKNESS) MAXIMUM STUDS. 2. STC IS BASED ON CEILING WITH MINIMUM 35 CAC. 3. NON -RATED SOUND PARTITION, USE ACOUSTICAL JOINT SEALANT IN LIEU OF FIRE RESISTIVE JOINT SEALANT. 4. PROVIDE ADDITIONAL LAYER OF 5/8" GWB ON LINER SIDE OF SHAFT PARTITION. ADDITIONAL LAYER TO EXTEND MIN 6" ABOVE FINISHED CEILING UNO. PARTITION SHEET GENERAL NOTES 1. NOTE: SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTITION TYPES AS FOLLOWS: A. FIRE -RATED PARTITIONS OR BARRIERS AND SMO BARRIERS: SEAL IN ACCORDANCE WITH THE REQUIREMENT SPECIFIED IN THE DIVISION 07 SPECIFICATION SECTIONS FOR PENETRATION FIf;STOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS. REFER TO CODE COMPLIANCE DRAWINGS FOR LOCATIONS OF ALL FIRE- AND SMOKE -RATED PARTITIONS. B. REFER TO UL DESIGN NUMBER PROVIDED FOR OFTAILED CONSTRUCTION REQUIREMENTS. C. SMOKE PARTITIONS (PARTITIONS DESIGNED TO RESIST THE PASSAGE OF SMOKE): SEAL COMPLETELY WITH ELASTOMERIC SEALANT. FOR THE LOCATION AND EXTENT REFER TO CODE COMPLIANCE DRAWINGS. D. OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED ELSEWHERE BY THE CONTRACT DOCUMENTS. E. FOR ALL NON -RATED PARTITIONS, CLOSE THE VOID BETWEEN PARTITION AND UNDERSIDE OF FLOOR OR ROOF DECK WITH MINERAL WOOL (SAFING INSULATION) AND PROVIDE 1/2" DEEP NON -SAG ACOUSTICAL JOINT SEALANT, BEADED. 2. ALL FIRE AND SMOKE -RATED PARTITIONS ACCESSIBLE, CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS, OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS, SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL: OF ALL FIRE- AND SMOKE -RATED PARTITIONS. A. MARKING FIRE -RESISTANCE -RATED ASSEMBLIES: APPLY HOURLY RATING TEXT IN 4- INCH (101.6 mm) HIGH RED NUMBERS AND BLACK ARIAL FONT LETTERS AT MAXIMUM 10 FEET BETWEEN RATING TEXT APPLICATIONS AS MEASURED FROM BEGINNING OF ONE TEXT APPLICATION TO END OF NEXT TEXT APPLICATION EXTENDING FROM ONE END OF FIRE -RESISTANCE -RATED WALL TO OPPOSITE END OF FIRE -RESISTANCE - RATED WALL, LOCATED 6 INCHES (152.4 mm) ABOVE FINISHED CEILING TO BOTTOM OF TEXT. REFER TO SPECIFICATION SECTION 0092900-2.1A.1 3. A. STC RATINGS ARE BASED ON 25 GAUGE (0.0179" BASE METAL THICKNESS) MAXIMUM STUDS SPACED AT 16 INCHES ON CENTER. THICKER BASE METAL OR CLOSER STUD SPACING WILL REDUCE THE STC RATING. B. STAGGER LAYERS OF GYB ON OPPOSITE SIDES OF THE WALL BY AT LEAST 16 INCHES TO OFFSET SEAMS. C. STAGGER LAYERS OF GYB ON SAME SIDE OF THE WALL BY AT LEAST FOUR INCHES TO OFFSET SEAMS. D. MAINTAIN A % INCH GAP BETWEEN THE GYB AND THE FLOOR, FILL WITH ACOUSTICAL JOINT SEALANT. E. MAINTAIN A'% INCH GAP BETWEEN THE GYB AND THE CEILING, FILL WITH ACOUSTICAL JOINT SEALANT. F. FILL ANY GYB SEAM GREATER THAN Ya INCH WITH ACOUSTICAL JOINT SEALANT. G. FILL EACH INDIVIDUAL LAYER OF GYB GAP WITH ACOUSTICAL JOINT SEALANT BEFORE THE NEXT LAYER OF GYB IS INSTALLED. ---1--rr TT----rrT-r-r--l--------------- NOTE: 1) PER FBC - EXISTING BUILDING SECTION 803.2.1 EXCEPTION 11, SHAFT ENCLOSURES AND PENETRATIONS BETWEEN THE BASEMENT THROUGH LEVEL 01, AND LEVEL 01 THROUGH LEVEL 02 ARE ONLY REQUIRED TO BE 30-MINUTE FIRE RATED. THE PROJECT IS EXCEEDING THIS REQUIREMENT BY PROVIDING MINIMUM 1-HOUR ENCLOSURES AND SEALS BETWEEN THE BASEMENT THROUGH LEVEL 01, AND LEVEL 01 THROUGH LEVEL 02. 2) THE ROOF IS NON -OCCUPIED AND NOT CONSIDERED A STORY, SINCE THE PROJECT IS CONSTRUCTION TYPE IIB AND THE ROOF IS NOT FIRE RATED, THE PENETRATIONS TO THE INTERSTITIAL SPACE THROUGH THE LEVEL 02 GYPSUM BOARD CEILING, ARE NOT FIRE RATED. L 1�11J�11�1-i-1yJ 1J1J Jam. J-JJ-1 Barry University WEBER HALL RENOVATION MC)� 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 3331-1 - - T:954.524.5678 F: 954.524 5C77, .... • R W JOHNS011; LE%INS01,. RAGAN, I?AVJ-A, I14C. CONS ULTIN(%* ET•G IN r.ERG• a • 1450 Centrepark Boulevard, SuffVYSl West Palm Beach, FL 33401 (561) 689-2303 • (561) 689.2302 Fax w Jlydinc.com CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 A� 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 3 RFI 017 MAY 17 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date AT11TgNT Drawing Title: PARTITION TYPES Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL Al 001 0 Cann Desgn X18 @ ° c E a= N N L O O E g �3U €o no>= -5 = a�U r 2 L aooN.0 < N — Co O = � a) N A � 91 rn 0 0 M �yoMo C t O C U N �N Z to N oa�3 —INSULATING GLASS UNIT —ALUMINUM DOOR JAMB WITH SIDELIGHT DOOR STOP ASSEMBLY 2" 5" I ALUMINUM DOOR STILE SF DOOR JAMB WITH SIDELIGHT 3" = V-0" �_1RU��IIdlU�67�7�7:�1���1= T / DOOR STOP ASSEMBLY 11 L 3:4 ALUMINUM DOOR STILE SF DOOR JAMB 3" = 1'-0" 6" i i[ TRANSOM BAR P ASSEMBLY TOP RAIL SF DOOR HEAD WITH TRANSOM BAR 3„ = 1'-0" Hi SF DOOR HEAD 3" = V-0" HEADER P ASSEMBLY TOP RAIL INUM :)M RAIL THRESHOLD SF DOOR BOTTOM RAIL 3" = V-0" SF SIDELIGHT VERTICAL 3" = 1'-0" Al lift-11 IRA )ST GLASS UNIT SF SIDELIGHT JAMB 6" SF SIDELIGHT HEAD 3" = V-0" 6" ALUMINUM JAMB INSULATING GLASS UNIT SEALANT AND BACKER ROD ILANT AND :KER ROD MINUM HEADER JLATING ,SS UNIT G IT I AL SF SInFI IC.HT H(')R17nNTA1 3" = T-0" INSULATING GLASS UNIT ALUMINUM SILL 6„ 4 � SEALANT AND BACKER ROD SF SIDELIGHT SILL 3" = 1'-0" 7/A1 0 12/A1005 5, - 2„ 5- AL-04 STANDARD STOP O - 1 1 014 -� AL-03 STANDARD STOP EXT. STOREFRONT - EXT. STOREFRONT - 2 E104 AND E105 E101 AND E103 1/4" = 1'-0" 1 1/4" 1 EXTERIOR STOREFRONT ELEVATION KEY �1 Barry University WEBER HALL RENOVATION i 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33?1 1- - . T:954.524.5678 : F: 954.524.58 rr J014NSON' i LEVINSON,- A0,AN',, LJAViUk, I14C, C ONSOITC KO'EN-0T?PF"ER,- ----- 1450 Centrepaxk Boulevard,Suiee_3.50 West Palm Beach, FL 33401 (561) 689.2303 ^ (561) 689.2302 Fax wJlydmceom CAN14ONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT REVISIONS 1 ADDENDUM #1 -PERMIT REVISIONS PERMIT SET No. Description Drawing Title: JUNE 25 2019 MAR 05 2019 DEC 14 2018 Date EXTERIOR STOREFRONT DETAILS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL Al 005 0 CannonDesign 2018 DOOR SCHEDULE DOOR FRAME OPENING OPENING OPENING PANEL PANEL PANEL I PANEL B GLAZING MATERIAL & GLAZING SCHEDULE FIRE Schedule Level NUMBER WIDTH HEIGHT ATYPE A WIDTH B TYPE WIDTH THICKNESS MATERIAL TYPE TYPE TYPE RATING STC HARDWARE GROUP BASEMENT COMMENTS 0 BASEMENT E001 4' - 0" 7'-0' F 1 314" IHM HM-00 Panic Device with Closers I Lock Key Outside BASEMENT E002 T - 2" 7'- 8" F 13/4" HM HM-00 Panic Device with Closers Lock Key Outside BASEMENT E003 3'- 2" 7"- 8" F 1 3/4" HM HM 00 Panic Device with Closers Lock Key Outside BASEMENT E004 4' - 0" 7'- 0" F 1 13/4" IHM - HM-00 Panic Device with Closers Lock Key Outside LEVEL 01 LEVEL 01 101 2'- 10" 7'-0' F 1 314" WD - HM-00 NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING DORM ROOM TYPE. LEVEL 01 101A 2' - 10" T - 0" F 1 3/4" WD - HM-00 - Privacy Lock LEVEL 01 101B 2' - 10" 7'- 0" F 1 314" WD - HM-00 - Privacy Lock LEVEL 01 101C 2'-0' T- 0" F 1 3/4" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 01 101 D 2'-0' 7'-0' F 1 314" WD - HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 01 101E 2'-0' T - O" F 1 3/4" WD - HM-00 Privacy Lock LEVEL 01 102 2' - 10" 7' - 0" F 1 314" WD - HM-00 Re -Use Existing LEVEL 01 103 2'- 10" T - O" F 1 314" WD HM-00 Re -Use Existing LEVEL 01 104 2'- 10" 7'- 0" F 1 314" WD - HM-00 Re -Use Existing LEVEL 01 105 2'- 10" 7'- 0" F 1 314" WD HM-00 Re -Use Existing LEVEL 01 106 2'- 10" 7' - 0" F 1 314" WD - HM-00 Re -Use Existing LEVEL 01 107 3'- 0" T - O" F 1 3/4" WD - HM-00 Re -Use Existing LEVEL 01 108 2'- 10" 7' - 0" F 1 3/4" WD - HM-00 Re -Use Existing LEVEL 01 108A 2'-6" 7'- 0" F 1 3/4" WD HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR, LEVEL 01 109 3' - 0" 7' - 0" F 13/4" WD - HM-00 Re -Use Existing LEVEL 01 110 2'- 10" T- 0" F 1 3/4' WD - HM-00 - Re -Use Existing LEVEL 01 110A 2'. 0" 7'. 0" F 13/4" WD HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 01 111 2'- 10" T - 0" F 13/4" WD - HM-00 - Re -Use Existing LEVEL 01 112 2'- 10" 7' - 0" F 13/4" WD HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 Re -Use Existing LEVEL 01 113 2'- 10" 7'-0'- F 1 3/4' WD Re -Use Existing _ LEVEL01 114 2'- 10" 7'-0' F 13/4" WD Re -Use Existing .- - LEVEL 01 115 2'-10" 7"-0" F 13/4" WD Re -Use Existing LEVEL 01 116 2'- 10" 7"-0' F 13/4" WD - Re -Use Existing _ LEVEL 01 117 3'-0' 7'- 0" F 1 314" WD - Re -Use Existing Re -Use Existing LEVEL 01 118 2'- 10" T - 0" F 1 314" WD - _ HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 HM-01 HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 HM-00 - - _ AL : AL-02 AL : AL-02 - HM-00 - AL : AL-03 HM-01 AL : AL-03 AL: AL-04 AL : AL 04 HM-00' HM-01 - HM-00 HM-- __ LEVEL 01 119 2'. 10" 7'- 0" F 1 314" WD - - Re -Use Existing LEVEL 01 121 2'- 10" T - 0" F 1 314" WD - Re -Use Existing LEVEL 01 123 2'- 10" 7' - 0" F 1 3/4" WD - - Re -Use Existing LEVEL 01 124 T - 0" 7'- 0" HG 13/4' HM - - Card Reader Outside _ MAGNETIC LOCK CARD READER. LEVEL-01 Al00 2' --0" T- 0" F 1 3/4" WD Store -room Function LEVEL 01 A101 T - 0" 7'-0" HG 1 314" WD - - Keyed Lock Can Be Locked If Wanted But Will Stay Open LEVEL 01 A102 3'- 0" 7' - 0" FG 13/4" WD - - Keyed Lock _ Can Be Locked If Wanted But Will Stay Open LEVEL 01 A105 2'-6- T - 0" F 1 314" WD - Store -room Function _ LEVEL 01 A106 2'- 6" 7' - 0" F 13/4" WD - Store -room Function LEVEL 01 A108 V - 6" 7'-0' F 1 3/4" WD - Store -room Function LEVEL 01 A110 2'- 10" T - 0" F 13/4" WD Store -room Function LEVEL 01 A111 2'- 0" T - 0" F 1 3/4" WD - - Store -room Function LEVEL 01 At 12 3'-0' T - 0" F 13/4" WD - Store -room Function LEVEL 01 Al13 3' - 0" T - 0" F 13140 WD - - Store -room Function LEVEL 01 Al14 2'-0' T - 0" F 13/4" WD - - Store -room Function LEVEL 01 B-lA 2'- 10" 7'- 0" F 1 3/4" WD - Passage Function LEVEL 01 B-4B 2'- 10" T - 0" F 1 3/4" WD Passage Function LEVEL 01 C11-1 3' - 0" 7'-0' 3'-0' 0" AL / GL FG Panic Device with Closers Maglock From Reception Desk, SMOKE RATED DOOR, SIDELITE, AND PERIMETER PARTITION LEVEL 01 C1-2 T - O" T - 0" 3'-0' 0" 2" AL / GL FG Panic Device with Closers Maglock From Reception Desk, SMOKE RATED DOOR, SIDELITE; AND PERIMETER PARTITION LEVEL 01 E100 .3'-0" 61. 8" F 13/4" HM Panic Device with Closers Key Access From Outside LEVEL 01 E101 6'-0' T - 0' 3' - 0' T - 0" 2" AL / GL FG Panic Device with Closers Key Access From Outside LEVEL 01 E102 3' - 0" T- OR F 13/4" HM FG FG FG Panic Device with Closers Key Access From Outside LEVEL 01 E103 AL / GL AL / GL Panic Device with Closers Key Access From Outside LEVEL 01 E104 3-0" T- 71/2" 3'-0' 0" Panic Device with Closers -- - -- Key Access From Outside LEVEL 01 E105 3' - 0" T- 71/2" 3' - 0' 0" / GL Panic Device with Closers Key Access From Outside LEVEL 01 E106 3' - 0" T - 0" F 1 3/4" WD HM - HM WD Panic Device with Closers Key Access From Outside LEVEL01 E107 3'-0" T-0" F 13/4" LEVEL 01 M100 T- 0" 7'-0' F 13/4" L VE 1 M70 .O 7'-0' 13/4" EL 01 S1-1 3 - 0" 7' - 0" 1 3/4" WD HM-00 HM-00 HM-00 60 MIN 60 MIN 60 MIN amc Device with Closers Panic Device with Closers Panic Device with Closers Passage Function From Outside LEVEL 01 S1-lA 3'-0' 7'- 0" NV 1 314" WD - LEVEL 01 S2-1 3'-0' T - 0" NV 1 3/4" WD - LEVEL 01 83-1 6'- 0" T - 0" NV 3' - 0" NV 3'- 0" 11 3A" WD - HM-00 60 MIN Panic Device with Closers LEVEL 01 S4-1 3'- OR 7'- 0" INV 1 1134- WD - HM-00 60 MIN Panic Device with Closers Passage Function From Outside LEVEL 02 LEVEL 02 201 3'- 0" 7'- 0" F 1 3/4" WD - HM-00 - LEVEL 02 201A 2'-0' T - 0" F 1 314" WD - HM-00 Privacy Lock REUSE EXISTING ROBE HOOK ON NEW DOOR. EXISTING HARDWARE TO BE RE -USED LEVEL 02 202 2' - 10" 7' - 0" F 13/4" WD HM-00 - Re -Use Existing LEVEL 02 202A 2'-0" T - 0" F 1 314" WD - HM-00 - - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR.. LEVEL 02 203 2'- 10" 7' - 0" F 13/4" WD HM-00 Re -Use Existing LEVEL 02 203A 2'- 1 OR 7' - 0" F 1 3/4" WD - HM-00 Privacy Lock _ cy L Privaock (Button) LEVEL 02 204 2' -10" T - 0" F 1 314" WD - HM-00 - - Re -Use Existing LEVEL 02 204A 2'- 10" T- 0" F 1 3/4" WD HM-00 Privacy Lock Privacy Lock (Button) LEVEL 02 205 2'- 10" T - 0" F 1 3/4" WD - HM-00 NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING. LEVEL 02 205A 2'- 6" 7' - 0" F 1 3/4" WD - HM-DO Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 206 2'- 10" T - O" F 13/4" WD - HM-00 NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING. LEVEL 02 206A 2'-6" 7'- 0" F 13/4" WD - HM-00 Privacy Lock NEW ROBE HOOK TO MATCH EXISTING LEVEL 02 207 2' -10" T - O" F 13/4" WD - 1­1101-00 Re -Use Existing LEVEL 02 207A 2' - 6" 7'- 0" F 13/4" WD - HM-00 Privacy Lock RE -USE F>CISTING ROBE HOOK ON NEW DOOR. LEVEL 02 208 2'- 10" 7'-0' F 1 314" WD - HM-00 NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING. LEVEL 02 209 2'- 10" 7' - 0" F 1 3/4" WD - HM-00 Re -Use Existing LEVEL 02 209A 2'_ 6" T - O' F 1 314" WD - HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 210 2'- 10" T- 0" F 13/4" WD - HM-00 Re -Use Existing LEVEL 02 210A 2'-0' T - 0" F 1 314" WD HM-00 Privacy Lock RE -USE_ EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 211 2'- 10" T - 0" F 1 3A" WD HM-00 Re -Use Existing LEVEL 02 211A 2'-6- 7"-0' F 1 314" WD - HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 212 2' -10' T- O" F 13/4" WD HM-00 Re -Use Existing LEVEL 02 212A 2'-0' T - 0" F 1 314" WD - HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 213 2'- 10" T - 0" F 1 1 314" WD HM-00 - Re -Use Existing LEVEL 02 213A 2' - 6" 7"-0' F 1 314" WD - HM-00 - Privacy Look RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 214 2'- 10" T - O" F 13/4" WD - HM-00 Re -Use Existing LEVEL 02 214A 2' - 0" T - 0" F 13/4" WD - HM-00 - - Privacy Lode RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 215 2'- 10" T - O" F 13/4" WD - HM-00 - - R Use Existing LEVEL 02 215A 2'- 6" 7'-0" F 1 314" WD HM-00 Privacy Lock RE -USE_ EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 216 2' -10" T - O" F 13140 WD HM-00 - Re -Use Existing LEVEL 02 216A 2' - 0" 7'- 0" F 1 314" WD HM-00 - Privacy Lode _ RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 217 2'- 10"" T - 0" F 13/4" WD HM-00 - - Re -Use Existing LEVEL 02 217A 2'. 6" T- 0" F 13/4" WD HM-00 - - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR rEISE 5 A�1 S S I)Flt DOOR TYPES, DETAILS AND INTERIOR STOREFRONT DETAILS GENERAL NOTES DOOR THRESHOLDS SHALL NOT EXTEND ABOVE 1/2" IN HEIGHT DOORS OPENING ONTO EXIT ACCESS CORRIDORS ARE TO APPROVED BE SELF -CLOSING / SELF -LATCHING. MIAMI-DADE COUyXI FIRE DEPARTMENT BLDG. PERMR ✓_ EAIARM HARDWARE TO BE SPECIFIED BY HARDWARE ESUPPRE�SMN - WATEJ IN Exr. SUBCONTRACTOR ffAlYII 2 2 U • 1 4�UNIV�� ,is 1940'/ Barry University WEBER HALL RENOVATION M16 J� 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311.. T:954.524.5678 F:954.524.5§71• ."..". ..... .. .. ...... JOHNS01' i9EVINSON, •; RAOAN, DAWI-A, I?46r• •••••• CONS ULT{AiVE A G IN ELKS 1450 Cenaegark Boulevard, S'a 350 West Palm Beach, FL 33401 (561) 689.2303 - (561) 689-2302 Ru w jlydincxom CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDeslgn 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 142018 No. Description Date Drawing Title: DOOR SCHEDULE BASEMENT & LEVEL 01 Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL Al 006 © Cwn Dmlgn 2018 DOOR TYPES, DETAILS AND INTERIOR STOREFRONT DETAILS GENERAL NOTES • DOOR THRESHOLDS SHALL NOT EXTEND ABOVE 1/2" IN HEIGHT DOORS OPENING ONTO EXIT ACCESS CORRIDORS ARE TO ,J BE SELF -CLOSING / SELF -LATCHING. HARDWARE TO BE SPECIFIED BY HARDWARE SUBCONTRACTOR 0 �a E°0 m EL n 0 ,o0 i O C ai �m t -0 T NZt Q i a to C O (T 0 t (p f0 N tN th oN m C W Oj rp (CO p a' N U c 2: to ©Q D : t0 Schedule I OPENING Levels NUMBER WENING PANEL A PANEL A HE TYPE VADTH DOOR - - - - - ANEL B I PANEL B TYPE WIDTH THICKNESS MATERIAL DOOR SCHEDULE FRAME GLA7JNG MATERAL & GL ONG SCHEDULE TYPE TYPE TYPE FIRE RATING STC GROUP COMMENTS LEVEL 02 LEVEL 02 212A 213 2'-0' 2'- 10" T - 0" 7'- 0" F F 1 314' 1'3/4" WD WID HM-00 HM-00 - - Privacy Lock Re -Use Existing RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 213A 214 214A 215 215A 2'-6- 2'- 10" 2' - 0" 2'- 10" 2' - 6" 7'-0' 7'-0' 7'-0" 7'- 0" 7'- 0" F F F F F 13/4' 1 3/4" 1 314" 1 3/4" 1 3/4' WD WD WD WD WD - - - HM-00 HM-00 HM-00 HM-00 HM-00 - - - - - - - Privacy Lock Re -Use Existing Privacy Lock Re -Use Existing Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR RE -USE EXISTING ROBE HOOK ON NEW DOOR — - RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 LEVEL 02 LEVEL 02 216 216A 217 2'- 10" 2'-0' 2'- 100 T - 0" 7'-0" 7'-0' F F F 1 3/4" 1 3/4" 1 3/4" WD WD WD - HM-00 HM-00 HM-00 - - - Re -Use Existing Privacy Lack Re -Use Existing RE -USE EXISTING ROBE HOOK ON NEW DOOR. - LEVEL 02 217A 2'- 6" 7' - 0" F 1 3/4" WD - HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 LEVEL 02 218 218A 2'- 10" 2' - 0" 7'-0' 7' - 0" F F 1 3/4" 1 3/4" WD WD - - HM-00 HM-00 Re -Use Existing Privacy Lock - RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 219 2'- 10" T- 0" F 1 3/4" WD - HM-00 Re -Use Existing 1 LEVEL 02 LEVEL 02 219A 220 2'- 6" 2'- 10" 7' - 0" T - 0" F F 1 3/4" 1 314" WD WD - HM-00 HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING. LEVEL 02 220A 2'-0' T - 0" F 1 314" WD HM-00 Privacy Look RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 LEVEL 02 221 221A 2'- 10' 2'. 0" T - 0" T- 0" F F 1 3/4" 13/4" IWD WD HM-00 HM-00 Re -Use Existing Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 222 2'- 10" 7'-0' F 1 314" WD HM-00 Re -Use Existing LEVEL 02 222A 2'- 0' 7' - 0" F 1 3/4" WD HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 LEVEL 02 223 223A .2'- 10" 2'-0' T - 0" T - 0" F F 1 3/4' 1 3/4" WD WD HM-00 HM-00 - Re -Use Existing Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 224 2'- 10" 7'-0' F 1 314" WD HM-00 Re -Use Existing LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 224A 225 225A 226 2'-0' 2'- 10" 2'- 0" 2'- 10" 7' - 0" T- 0" T- 0" 7' - 0" F F F F 1 3/4" 1 3A. 1 3/4" 1 3/4" WD WD WD WD HM-00 HM-00 HM-00 HM-00 - - Privacy Lock Re -Use Existing Privacy Lock Re -Use Existing RE -USE EXISTING ROBE HOOK ON NEW DOOR. RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 226A .2'-0' T - 0" F 1 3/4" WD HM-00 = Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 227 2'- 10" T - 0" F 1 3(4° WD HM-00 - Re -Use Existing LEVEL 02 LEVEL 02 227A 228 2'- 0" 2'- 10" 7'-0' 7'- 0" F F 1 314" 1 314" WD WD - HM-00 HM-00 - Privacy Lock Re -Use Existing RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 228A 2' - 0" T- 0" F 1 3/4" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 229 2'- 10" 7' - 0" F 1 314" WD HM-00 - Re -Use Existing LEVEL 02 229A 7 - 6" T - 0" F 1 314" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR: LEVEL02 230 2' - 10" 7'- 0" F 1 314" WD HM-00 Re -Use Existing LEVEL 02 230A 2'- 6" 7' - 0" F 1 3/4" WD HM::i - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 231 2'- 10" T- 0" F 1 314" WD HM-00 Re -Use Existing LEVEL 02 LEVEL 02 LEVEL 02 231A 232 232A 2'-6- 2'- 10" 2'-0' 7'-0' T- 0" T - 0" F F F 1 3/4" 13/4" 1 314" WD WD WD HM-00 HM-00 HM-00 - - - Privacy Lock Re -Use Existing Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 233 2'- 10" T- 0" F 1 3W' WD - HM-00 Re -Use Existing LEVEL 02 233A 2' - 6" T - 0" F 1 3/4' WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 234 2'- 10" T- 0" F 1 3/4" IWD HM-00 Re -Use Existing LEVEL 02 234A 2'-0' 7'-0' F 1 3M" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 236 2'- 10" T- 0" F 1 3/4" WD HM-00 Re -Use Existing LEVEL 02 235A 2'-6- T - 0" F 1 314" WO HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL O2 236 7-10" T - 0" F 1 3/4" WD - HM-00 Re -Use Existing LEVEL 02 236A 2'-0" 7'- 0" F 1 3/4" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 237 2' - 10" T - 0" F 1 314" WD HM-00 Re -Use Existing LEVEL 02 237A 2'-6" T - 0" F 1 3/4" WD - HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 238 2'- 10" T - 0" F 1 314" WD - HM-00 Re -Use Existing LEVEL 02 238A 2'-0' 7' - 0" F 1 314" WD - HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 239 2'- 10" 7'-0' F 1 3/4' WD - HM-00 - Re -Use Existing LEVEL 02 239A 2'. 6" T - 0" F 1 3/4" WD - HM-00 - Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 240 2'- 10" 7' - 0° F 1 3/4" WD - HM-00 Re -Use Existing LEVEL 02 1240A 2'-0' 7'- 0" F 1 3/4" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 241 2'- 10" T - 0" F 1 314" WD - HM-00 Re -Use Existing LEVEL 02 241A 2'- 6" T- 0" F 1 3/4" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 242 2' -10° 7'-0' F 1 3/4" WD - HM-00 Re -Use Existing LEVEL 02 242A 2'- 0" T - 0" F 1 3/4" WD - HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR LEVEL 02 243 2' -10" T - 0" F 1 314" WD - HM-00 Re -Use Existing LEVEL 02 243A 2'-6- 7'- 0" F 1 3/4" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 244 2' - 10" T - 0" F 1 3/4" WD - HM-00 NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING. LEVEL 02 244A 2'-0' T - 0" F 1 3/4" WD HM-00 Privacy Lock NEW ROBE HOOK TO MATCH EXISTING LEVEL 02 245 2'- 10" T- 0" F 1 3/4" WD - HM-00 NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING. LEVEL 02 245A 2'- 6" T - 0" F 1 3A' WD - HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 246 2'- 10" 7' - 0" F 1 3W' WD HM-00 - NEW HARDWARE AND BATTERY OPERATED CARD READER TO MATCH EXISTING. LEVEL 02 246A 2'- 6" T - 0" F 1 3/4" WD - HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 247 2'- 10" 7'- 0" F 1 3/4" WD - HM-00 Re -Use Exerting LEVEL 02 247A 7-6" 7'-0' F 1 3/4" WD - HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 248 2' -10" 7T ' - 0" F 1 3/4" WD HM 00 Re -Use Existing LEVEL02 249 2'-10" 7'-0' F 13/4" WD - HM-00 Re -Use Existing LEVEL 02 249A 2'- 6" 7' - 0" F 1 3/4" WD HM-00 Privacy Lock RE -USE EXISTING ROBE HOOK ON NEW DOOR. LEVEL 02 A200 V - 0" T - 0" F 1 3/4" WD - HM-00 Store -room Function LEVEL 02 A201 2' - 10" 7' - 0" F 1 314" WD - HM-00 Store -room Function LEVEL 02 A202 2'- 100 T- 0" F 1 3/4" WD - HM 00 Store -room Function LEVEL 02 A203 2' - 6" T - 0" F 1 314" WD - HM-00 Store -room Function LEVEL 02 A204 2'- 6" 7'-0' F 1 3/4" WD - HM-00 Store -room Function LEVEL 02 A205 2'- 0" T- 0" F 1 3/4" WD - HM-00 - - Store -room Function LEVEL 02 A206 2'- 10" T - 0" F 1 3/4" WD - HM-00 - - Store -room Function LEVEL 02 A207 2'-10' T - 0" F 1 314" WD HM-00 - - Keyed Lock LEVEL 02 A208 T - 0" 7'-0" HG 1 314" WD HM-00 - Store -room Function LEVEL 02 A208B 2' - 6" 7'- 0" F 1 3/4" WD HM-00 Keyed Lock LEVEL 02 A209 IT - 0" 7' - 0" HG 1 3/4" WD HM-00 Store -room Function LEVEL 02 A209B 2'- 0" 7'-0' F 1 3/4" WD HM-00 Store -room Function LEVEL 02 A210 2'- 0" T - 0° F 1 3/4' WD HM-00 Store -room Function LEVEL 02 C201 3' - 0" T - 0° 3' - 0" 0" 0" 2'' AL / GL L / GL FG F AL : AL-02 -02 MAGNETIC HOLD OPEN, SMOKE RATED DOOR, SIDELITE AND PERIMETER PARTITION GNET C O OP , S E RATED R SIDELIT D PERI T PARTI ION 4 . LEVEL 02 M201 6'-0' T - 0" F T - 0" F T - 0" 1 3/4" WD HM-00 EV L O 0" 7' - 0" F W F 0° 4" H 0 LEVEL 02 S1-2 T - 0" 6' - 8" F 1 3/4" WD HM-00 - LEVEL 02 S3-2 3' - 0" 7'-0" INV 1 3/4" WD HM-00 60 MIN LEVEL 02 f�--rJL-4-I. A•Yf S5-2 T - 0" 7'-0' 1W 1 3/4° WD HM-00 60 MIN __. __ REVISED PLANS .,n7 F R APPROVED MIAMI-DADS C07 FIRE DEPARTMENT BLDG. PERMR EALARM :SUPPRESI SION WATE qIN IXT. I �44� uNI r�4 �9� O�A 1940 .4�' Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 • ° T:954.524.5678 F:954.524.5617•° ••••;• J L R L JOHNSON, LEVINSON,- ..... RAGAN, LWiUA, INVV CONS ULTtNk';' ElV°GIN tE�3• •..... 1450 Centrepark Boulevard,Sug MO West Palm Beach, FL 33401 (561) 689-2303" (561) 689-2302 Fax ww vjlydinccom CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date Drawing Title: DOOR SCHEDULE LEVEL 02 Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by- RL Al 007 a canna oesW 2018 AIR HANDLING UNIT SCHEDULE BLOWER UNITS CHILLED WATER COOLING COIL PLAN SUPPLY OUTDOOR STATIC PRESSURE BLOWER FAN MIN. MOTOR UNIT FACE AREA FACE AIR TEMP F CAPACITY (MBH) WATER TEMP F WATER PRESSURE COIL NUMBER FINS AIR SIDE PRESSURE MARK MAKE MODEL NUMBER AIR AIR INCHES OF WATER RPM TYPE FAN TYPE VELOCITY ENTER LEAVE GPM DROP TYPE OF PER DROP REMARKS AND NOTES EXTERNAL TOTAL HP BHP RPM VOLTS PH DB WB DB WB SENS. TOTAL ENTER LEAVE CFM CFM DIA. 2 FPM FEET H2O ROWS FOOT INCHES H2O AHU-1-1 TRANE CSAA-6 2600 510 2.8 4.3 2524 AF 16.5" 5 3.1 1800 460 3 VAV 6.05 430 78.7 66.9 54.0 53.7 70.8 105.8 44 54 21.1 3.64 UW 6 111 0.60 OOOOOOOOO 10 11 12 13 14 AHU-1-2 TRANE CSAA-6 3000 500 2.8 4.6 2911 AF 15" 5 3.4 1800 460 3 VAV 6.11 491 77.9 66.0 54.0 53.5 79.0 113.0 44 54 22.5 4.17 UW 6 101 0.68 OOOOOOOOO 10 11 12 13 14 AHU-2-1 TRANE CSAA-14 7100 650 2.5 4.4 2291 AF 20" 10 8.0 1800 460 3 VAV 13.7 520 77.4 65.3 54.0 53.6 182.9 250.6 44 54 49.9 7.00 UW 6 106 0.74 oOO00000010 11 12 13 14 AHU-2-2 TRANE CSAA-14 7100 700 2.5 4.4 2291 AF 20" 10 8.0 1800 460 3 VAV 13.7 520 77.4 65.3 54.0 53.6 182.9 250.6 44 54 49.9 7.00 UW 6 106 0.74 00 3 4 5 6 7 8 9 10 11 12 13 14 AHU-2-3 CARRIER 36MN-06W 2300 300 2.0 3.4 4655 AF 10" 5 4.1 3600 460 3 VAV 5.9 390 76.0 62.0 51.8 51.3 59.4 67.8 44 54 13.5 4.30 28MC 6 120 0.46 OOOOOOOOO 10 11 12 13 14 AHU-2-4 CARRIER 36MN-06W 1900 250 2.0 3.2 4075 AF 10" 3 2.9 3600 460 3 VAV 5.9 322 76.5 62.5 53.1 52.5 47.5 53.2 44 54 10.6 2.10 28MC 4 168 0.27 Oo000000010 11 12 13 14 c 1 O1 DOUBLE WALL CONSTRUCTION FOR ALL 5 FAN AND DRIVE SHALL HAVE INTERNAL VIBRATION O 8 O ANGLED FILTER/MIXING BOX MODULE WITH ACCESS 11 VERIFY DRIVE DIMENSIONS WITH 13 DUE TO EXISTING CONDITIONS, EQUIPMENT MAY NEED TO BE MODULES ISOLATION SUPPORTS. SPRING TYPE - 2" DEFLECTION. DOOR. INTERNAL STATIC INCLUDES COOLING COIL AVAILABLE SPACE PRIOR TO DISASSEMBLED BEYOND THE STANDARD SHIPPING SECTIONS. IN THE PLUS FILTERS AT A RESISTANCE OF 0.8". FILTERS ORDERING. EVENT THAT THIS IS NECESSARY, THE MECHANICAL CONTRACTOR SHALL PREMIUM EFFICIENCY TEFC INVERTER DUTY MOTOR, O 6 PROVIDE NEOPRENE PAD AT ALL MODULE SUPPORT O POINTS. ARE A MINIMUM MERV 13 4" FILTERS. 12 PROVIDE MEDIUM/LARGE ACCESS MODULE ENSURE THAT AN EQUIPMENT MANUFACTURER'S REP IS PRESENT TO OVERSEE EQUIPMENT BREAKDOWN AND RECONSTRUCTION. VFD SHALL BE PROVIDED BY CONTROLS CONTRACTOR 3 TWO-WAY SLOPED DOUBLE WALL STAINLESS STEEL O7 INSTALL A O O COILS WITH ACCESMEDIUM ACCESS S DOOR. DULE UPSTREAM OF COOLING DOWNSTREAM OF COOLING COIL WITH INTEGRAL U.V. LIGHT AND SIGHT GLASS 14 O NR CFM FOR THIS IT IS DIVIDUSS THAN THE CFM SHOWN PLAN SHEETS WHERE IN THE THE SUPPLY SCHEDULE UNIT DRAIN PAN. PROVIDE UNDER ALL COIL SECTIONS. PRESSURE GAUGE MOUNTED ON THE EXTERNAL CASING WINDOW FOR VISUAL INSPECTION. VENTILATION ON THE AND ROUTE ASSOCIATED RIGID TUBING ACROSS THE PROVIDE WITH DISCONNECT SWITCH IS LOCATED. THE VENTILATION SCHEDULES INDICATE THE SUM OF THE MEDIUM COOLING COIL MODULE. O FILTERS. 10 SUPPLY FAN MODULE WITH ACCESS DOOR MOUNTED TO EXTERIOR UNIT CASING. TERMINAL VAV BOX PEAKS. THIS AIR HANDLING UNIT SCHEDULE INDICATES THE SUPPLY AIR CFM WITH THE ALLOWED DIVERSITY AND IS THE CFM AMOUNT THIS AIR HANDLING UNIT IS SELECTED ON. FLOW METER SCHEDULE PLAN MAKE SERVES GPM SIZE BETA END METER OP HEAD LOSS REMARKS MARK (INCH.) RATIO TYPE IN-H 0 IN-H FM-1-1 GERAND AHU-1-1 21.1 1-1/2" 632 THREADED 8.7 0.9 OOOO FM-1-2 GERAND AHU-1-2 22.5 1-112" 632 THREADED 9.8 1.0 OOOO FM-2-1 GERAND AHU-2-1 49.9 2" 685 THREADED 15 1.5 OOOO FM-2-2 GERAND AHU-2-2 49.9 2" 685 THREADED 15 1.5 OOOO FM-2-3 GERAND AHU-2-3 13.5 1-1/2" 505 THREADED 10.4 0.9 OOOO FM-2.4 GERAND AHU-2-4 10.6 1-1/2" 505 THREADED 6.6 1.1 00004 J - FM-1-5 GERAND BASEMENT 250.4 4" 675 WELDED 24 2.4 OOOO O PROVIDE A MINIMUM OF 5 STRAIGHT PIPE DIAMETERS O CONFIRM ALL PIPE SIZES PRIOR TO ORDERING FLOW METERS. FLOW UP -STREAM OF VENTURI METERS SHALL BE THE SAME PIPE SIZE AS CHW PIPE. O PROVIDE A MINIMUM OF 2 STRAIGHT PIPE DIAMETERS O INSTALL FLOW METERS SO THE VENTURI TEST PORTS ARE DOWN -STREAM OF VENTURI LOCATED 45 DEGREES FROM THE TOP OF THE PIPE CONTROL VALVE SCHEDULE PLAN MARK MAKE MODELNUMBER GPM VALVE SIZE SERVES ACTUATOR REMARKS CV-1-1 BELIMO P2125S-211 t� 21.1 1-1/4" AHU-1-1 NRX24-EP \000000 CV-1-2 BELIMO P2125S-231 22.5 1-1/4" AHU-1-2 NRX24-EP 1 2 3 4 5 6 0000� CV-2-1 BELIMO P220OS-525 49.9 2" AHU-2-1 ARX24- P 00001 2 3 4 5 6 � CV-2-2 BELIMO P220OS-525 49.9 2" AHU-2-2 AFX24-EP 000000 CV-2-3 BELIMO P210OS-142 13.5 1" AHU-2-3 LRX24-EP 1002 0 4005 0O CV-2-4 BELMO P210OS-111 10.5 V AHU-2-4 LRX24-EP 05 007 0000000 r - 1O TWO WAY VALVE O3 STAINLESS STEEL PRESSURE ® PROVIDE REDUCERS AT VALVE INLET © NORMALLY OPEN / FAIL OPEN INDEPENDENT ADJUSTABLE AND OUTLET WHERE REQUIRED. CONTROL VALVE, BALL OR GLOBE. O MECHANICAL CONTRACTOR TO COORDINATE O MODULATING O PRESSURE INDEPENDENT WITH EQUIPMENT MANUFACTURER CHARACTERIZED CONTROL VALVE J 5 L5 1 J 5 DUCT HEATER SCHEDULE PLAN MARK MANUFACTURER SERVES KW STEPS VOLTS/PH CFM E.A.T. L.A.T. MBH DICE REMARKS EDH 1-1 BRASCH SLIP -IN EX VAV4 1.5 SCR 208/1 120 60 90 5.1 10x10 OOO®OOOO 1O WITH MANUAL AND AUTOMATIC RESET THERMAL CUTOUTS O3 WITH 24 VOLT CONTROL TRANSFORMER 0 WITH MAGNETIC CONTACTORS WITH PRIMARY FUSING O2 WITH DOOR MOUNTED DISCONNECT AND PILOT LIGHT 4O WITH AIR FLOW SWITCH 6O WITH INSULATED TERMINAL BOX BACK O MECHANICAL CONTRACTOR SHALL FIELD VERIFY DUCT O WALL MOUNTED THERMOSTAT DIMENSIONS, AND SHALL COORDINATE ALL CLEARANCES. FAN COIL UNIT SCHEDULE CAPACITY CHILLED WATER ELECTRICAL UNIT MAKE MODEL CFM EXT. REMARKS MBH NO. SP GPM WPD EWT LWT HP FLA V/PH. TOTAL SENS. BCU-1 TRANE BCVD054E2 1000 0.5 40.98 28.64 8.2 2.05 44 54 1/2 2.4 208/3 OOooOOO10 BCU-2 TRANE BCVD054E2 1000 0.5 40.98 28.64 8.2 2.05 1/2 2.4 208/3 O000a5 06 09 10 BCU-3 TRANE BCVD054E2 1000 0.5 40.98 28.64 8.2 2.05 1/2 2.4 208/3 OOO®O©O10 FCU-1-1 TRANE BCCD036E2 1140 0.7 47.72 32.46 9.5 6.91 H4454 1 4.6 208/3 OO00000010 FCU-1-2 TRANE BCCD036E2 1265 0.7 49.52 34.88 9.9 7.38 1 4.6 20813 OOO®00009 10 FCU-1-3 TRANE BCCD036E2 1200 0.4 61.77 37.20 12.3 10.96 1 4.6 208/3 000®O©®O10 OBLOWER/FAN COIL UNIT SHALL BE PROVIDED WITH FACTORY EACH. O PROVIDE WITH MANUFACTURER'S DELUXE PIPING PACKAGE AND WALL MOUNTED MOUNTING LEGS WITH NEOPRENE ISOLATORS UNDER THERMOSTAT. SEE SPECIFICATIONS. O1" THICK 30% PLEATED THROW -AWAY FILTERS O PROVIDE WITH 4 KW ELECTRIC HEAT OPTION. OFULLY REMOVABLE SIDE ACCESS PANEL O PROVIDE WITH 6 KW ELECTRIC HEAT OPTION. O KEEP COIL PIPING CLEAR OF UNIT FILTERS AND ACCESS DOORS O PROVIDE CONDENSATE PUMP IF PROPER CONDENSATE SLOPE CAN NOT BE ACHIEVED. PUMP SHALL BE EQUAL TO SAUERMANN Si-30 (120V 11 PHASE) OSUPPLY AND RETURN FACTORY GRILLES 10 PROVIDE UNIT WITH ADDITIONAL EXTERNAL STAINLESS STEEL DRAIN PAN EQUIPPED WITH CONDENSATE OVERFLOW SWITCH TO SHUTDOWN UNIT UPON ACTIVATION O� 1940 4 Barry University WEBER HALL RENOVATION AM )SS 2101 N. Andrews Ave., Smite, 3U0, Fort Lauderd3re, Florida 33311 T:954.524.EF7E F:954.52a:5597 J01iNSONI L�VINSOX', RAGAN,, DAVIL. ,' I CON S L; L I I NG FN(:'NI=R, 1450 Centrepark Boulevard, Suite 350 West Palm Beach, FL 33401 (561) 689-2303 • (561) 689-2302 Fax w Jlydinc.alm Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 N GE/VO /!LC) NO. 73794 0 STATE OF Al v l ss/ 'ORIOGN 5 ADDENDUM #4 - PERMIT REVISIONS 3 ADDENDUM #3 - FIELD COORDINATION 1 ADDENDUM #1 - PERMIT REVISIONS PERMIT SET No. Description MECHANICAL. RE 11111 up?40's Date 5 MAY 09 2019 MAR 05 2019 DEC 14 2018 Date Drawing Title: MECHANICAL SCHEDULES Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M0001 � CannonDesign 2018 c Eao m t °a E" o �30 €o N O C C o�U � c z as F of O N p N Z _ C o C - O O O N y O 0 U C 3 w O O C Y O � U t: 2 IL CO 66 N m O N N 1p VARIABLE AIR VOLUME TERMINAL BOX SCHEDULE g CFM PRIMARY MAXIMUM ELECTRIC HEATING COIL COOLING MIN. > PLAN MARK MANUFACTURER MODEL BOX AIR INLET INLET STATIC REMARKS SIZE HEAT DIA. 3 KW STEPS E.A.T. L.A.T. VOLTS/PH MAX I MIN TB 1-1A TITUS DESV 06 380 60 105 6" 0.45" 1.0 SCR 58.8 88.9 277/1 OOO®O©07 OO 10 11 TB 1-16 TITUS DESV 05 270 50 100 5" 0.45" 1.0 SCR 58.8 90.4 277/1 OOO®0007 OO 10 11 TB 1-1C TITUS DESV 05 275 50 100 5" 0.45" 1.0 SCR 58.8 90.4 27711 OOOOOOOOO 10 11 = TB 1-1D TITUS DESV 06 350 350 350 6" 0.45" 3.0 SCR 58.8 85.9 27711 OOOOOOOOO 10 11 ¢ TB 1-1E TITUS DESV 08 740 105 190 8" 0.45" 2.0 SCR 58.8 92.0 277/1 OOOOOOOOO 10 11 TB 1-1F TITUS DESV 08 820 105 190 8" 0.45" 2.0 SCR 58.8 92.0 277/1 OOO®O©O®O 10 TERMINAL BOX REMOVED TB 1-2A TITUS DESV 06 360 60 105 6" 0.45" 1.0 SCR 60.0 90.1 277/1 OOO®O©O7 ®O 10 11 TB 1-28 TITUS DESV 05 270 50 100 5" 0.45" 1.0 SCR 60.0 91.6 277/1 O 200000000 10 11 TB 1-2C TITUS DESV 05 225 50 100 5" 0.45" 1.0 SCR 60.0 91.6 277/1 1O0 3O 4O 5006 7O0 9O 10 11 z¢ TB 1-2D TITUS DESV 06 350 350 350 6" 0.45" 3.0 SCR 60.0 87.1 277/1 OOO®O©O7 OO 10 11 TB 1-2E TITUS DESV 10 920 165 300 10" 0.45" 2.5 SCR 60.0 86.4 277/1 OOO®OOOOO 10 TB 1-2F TITUS DESV 10 1,145 165 300 101. 0.45" 2.5 SCR 60.0 86.4 277/1 OOO®OOOOO 10 TB 2-1A TITUS DESV 10 1,030 165 300 10" 0.45" 2.5 SCR 59.9 86.2 277/1 1 2 3 4 5 6 7 8 9 10 OOOOOOO OOO TB2-1B TITUS DESV 10 1,035 165 300 10" 0.45" 2.5 SCR 59.9 86.2 277/1 OOO00000010 v T132-1C TITUS DESV 06 365 60 120 6" 0.45" 1.0 SCR 59.9 86.2 277/1 OOO®O©O7 ®O1 11 TB2-1D TITUS DESV 08 645 105 190 8" 0.45" 1.5 SCR 59.9 84.8 277/1 OOO®000001 11 TB2-1E TITUS DESV 08 540 105 190 8" 0.45" 1.5 SCR 59.9 84.8 277/1 00 3O0 SOO6 00 9O1 11 < ` N TB 2-1 F TITUS DESV 05 270 50 100 5" 0.45" 1.0 SCR 59.9 91.5 277/1 OOOOOOOOO 1 11 z¢ TB2-1G TITUS DESV 08 730 105 190 8" 0.45" 1.5 SCR 59.9 84.8 277/1 TB2-1H TITUS DESV 08 745 105 190 8" 0.45" 1.5 SCR 59.9 84.8 277/1 TERMINAL BOX REMOVED TERMINAL BOX REMOVED TERMINAL BOX REMOVED TERMINAL BOX REMOVED TB2-2A TITUS DESV 10 1,150 165 300 10" 0.45" 2.5 SCR 59.4 85.7 277/1 OOO00000010 TB 2-213 TITUS DESV 08 730 165 190 8" 0.45" 1.5 SCR 59.4 84.3 277/1 1000®OOOOO 1 TB 2-2C TITUS DESV 05 325 60 100 5" 0.45" 1.0 SCR 59.4 91.0 277/1 OOOOOOOOO 1 11 TB 2-2D TITUS DESV 08 750 105 190 8" 0.45" 1.5 SCR 59.4 84.3 277/1 OOO®O©OOO 1 11 TB2-2E TITUS DESV 08 540 105 190 8" 0.45" 1.5 SCR 59.4 84.3 277/1 10000000001 11 N D TB2-2F TITUS DESV 05 275 50 100 5" 0.45" 1.0 SCR 59.4 91.0 277/1 OOO®000001 11 ¢ TB 2-2G TITUS DESV 10 950 165 300 10" 0.45" 2.5 SCR 59.4 85.7 277/1 OOOOO©O7 ®O 1 11 TB 2-2H TITUS DESV 08 805 105 190 8" 0.45" 1.5 SCR 59.4 83.7 27711 1 2 3 4 5 6 7 8 9 1 11 TERMINAL BOX REMOVED TERMINAL BOX REMOVED TERMINAL BOX REMOVED TB2-3A TITUS DESV 08 910 105 190 8" 0.45" 1.5 SCR 59.4 81.8 277/1 OOO00000010 11 N TB 2-3B TITUS DESV 08 750 105 190 8" 0.45" 1.5 SCR 59.4 81.8 277/1 OOOOOOOOO 10 11 ¢ TB 2-3C TITUS DESV 08 740 105 190 8" 0.45" 1.5 SCR 59.4 81.8 277/1 OOO®O©O7 ®O 10 11 TB2-4A TITUS DESV 10 990 165 300 10" 0.45" 2.5 SCR 59.4 85.9 277/1 OOO®O©00010 11 q TB2-46 TITUS DESV 10 1060 165 300 10" 0.45" 2.5 SCR 59.4 85.9 277/1 O 20000000010 11 2 O MINIMUM CFM AT ROOM MINIMUM VENTILATION RATE OCCUPIED, O SEE SPECIFICATIONS FOR NOISE CRITERIA FOR BOXES 0 CFM UNOCCUPIED O PROVIDE WITH 1" FOIL FACED INTERNALLY LINED INSULATION. O THREE MINIMUMS (A) ROOM MINIMUM VENTILATION RATE IN OCCUPIED MODE (B) MINIMUM HEATER CFM O PROVIDE WITH UNIT MOUNTED DISCONNECT SWITCH. (C) CFM IN UNOCCUPIED MODE O COORDINATE TRANSFORMER WITH DIVISION 26 VOLTAGE O INCLUDES 0.25" ALLOWANCE FOR DOWNSTREAM DUCT STATIC PROVIDED. O TRANSITION FROM ELECTRIC HEATER ON TERMINAL BOX 10 PROVIDE SCR TYPE HEATER CONTROL TO MODULATE HEAT. DISCHARGE TO DUCT SIZE SHOWN ON PLANS. 11 PROVIDE WITH ALL REQUIRED ACCESSORIES TO INSTALL TERMINAL BOX OMAINTAIN 42" MIN. CLEARANCE IN FRONT OF TB HEATER WITH BOTTOM ACCESS. ACCESS DOORS LARGE ENOUGH TO SERVICE AND REMOVE EQUIPMENT SHALL ALSO BE PROVIDED FOR ALL CONTROL PANEL. EQUIPMENT ABOVE ANY HARD LID. �5\ DIFFUSER, GRILLE, AND REGISTER SCHEDULE PLAN MARK MAKE MODEL NUMBER FACE/MODULE SIZE NECK SIZE FINISH 7 MATERIAL MOU ING 1 REMARKS CD-1 TITUS 250-AA 6x6 NOTE9 OFF-WHITE ALUMINUM SURFACE OOOOOOO 10 12 CD-2 TITUS 250-AA 12x12 NOTE9 OFF-WHITE ALUMINUM SURFACE OOO®O0 10 12 CD-3 TITUS OMNI-AA 12x12 NOTE9 OFF-WHITE ALUMINUM LAY -IN 1002 ®O5 7009 10 11 12 CD4 TITUS OMNI-AA 2424 NOTES OFF-WHITE ALUMINUM LAY -IN OOOOOO 10 11 12 SG-1 TITUS 272-FL 7.75x7.75 6x6 OFF-WHITE ALUMINUM SURFACE 1003 4005 O8 10 12 13 SG-2 TITUS 272-FL 11.75x7.75 10x6 OFF-WHITE ALUMINUM SURFACE OO®OO 10 12 13 SG-3 TITUS 272-FL 13.75x7.75 12x6 OFF-WHITE ALUMINUM SURFACE 1003 ®O5 O8 10 12 13 SG-4 TITUS 272-FL 13.75xll.75 12x10 OFF-WHITE ALUMINUM SURFACE OO®O® 10 12 13 RG-1 TITUS 350FL 7.75x7.75 6x6 OFF-WHITE ALUMINUM SURFACE OOO 10 12 RG-2 TITUS 350FL 9.75x9.75 8x8 OFF-WHITE ALUMINUM SURFACE OOO 10 12 RG-3 TITUS 350FL 11.75x7.75 10x6 OFF-WHITE ALUMINUM SURFACE 1003 O 10 12 RG-4 TITUS 350FL 11.75xll.75 10x10 OFF-WHITE ALUMINUM SURFACE 1003 O 10 12 RG-5 TITUS 350FL 13.75x9.75 12x8 OFF-WHITE ALUMINUM SURFACE OOO 10 12 RG-6 TITUS 350FL 13.75xl3.75 12x12 OFF-WHITE ALUMINUM SURFACE 100010 12 RG-7 TITUS 350FL 17.75xl7.75 16x16 OFF-WHITE ALUMINUM SURFACE 100010 12 RG-8 TITUS 350FL 19.75xl9.75 18x18 OFF-WHITE ALUMINUM SURFACE 00 7O 12 12 RG-9 TITUS 350FL 12x12 10x10 OFF-WHITE ALUMINUM LAY -IN OOO 10 11 12 RG-10 TITUS 350FL 24x24 22x22 OFF-WHITE ALUMINUM LAY -IN 1000 10 11 12 TG-1 TITUS 350FL 13.75xl3.75 12x12 OFF-WHITE ALUMINUM SURFACE 0�010 12 TG-2 TITUS 350FL 15.75xl5.75 14x14 OFF-WHITE ALUMINUM SURFACE 1O0(� 10 12 EG-1 TITUS 63FL 7.75x7.75 6x6 OFF-WHITE ALUMINUM SURFACE 1ODO 7009 12 13 14 O CONFIRM ALL MOUNTING TYPES O PROVIDE SHEET METAL PLENUM BOX ON TOP OF 11 PROVIDE WITH TITUS RAPID MOUNT FRAME IF PRIOR TO ORDERING. GRILLE WHERE REQUIRED FOR FLEX DUCT TAP. LOCATED IN HARD CEILING OR IF 12" X 12". 2 INSULATE BACK OF LAYN EL. . 77 COORDINATE FINAL COLOR WITH ARCHITECT. 12 M.C. SHALL COORDINATE WITH ARCH. AND G.C. FOR SURFACE MOUNTED PANO FLANGED BORDER COLOR TO MATCH SURFACE ON TO INSTALLATION AND FINAL LOCATIONS OF ALL DIFFUSERS. 3 O WHICH GRILLE IS MOUNTED. 13 PROVIDE WITH TRANSITION AS REQUIRED FOR ® THROW PATTERNS AS INDICATED 9O NECK SIZE SHALL BE PER PLANS. RIGID DUCT CONNECTION. ON DRAWINGS 14 GRILLE/DIFFUSER USED IN EA APPLICATIONS - ENSURE PROPER O POSITION SUCH THAT BLADES POINT 10 PROVIDE WITH CABLE OPERATED SEALING AND INSULATION TO PREVENT CONDENSATION TOWARDS THE WALL (C-M) OR CEILING (W-M). DAMPER IF IN INACCESSIBLE AREA. 15 GRILLE/DIFFUSER USED IN OA APPLICATIONS -ENSURE PROPER SEALING AND INSULATION TO PREVENT CONDENSATION NOTE: FOR GRILLES/DIFFUSERS THAT CANNOT BE BALANCED VIA A DUCT MOUNTED MANUAL VOLUME DAMPER OR CABLE OPERATED REMOTE DAMPER DUE TO ACCESSIBILITY OR FIRE DAMPER CONSTRAINTS; PROVIDE AN OPPOSED BLADE DAMPER AT GRILLE NECK THAT IS ACCESSIBLE FROM THE FACE FOR BALANCING CFM. MECHANICA r 4�UNIVF� • 1 � 4 O 9�I. 1940.4�'4, Barry University WEBER HALL RENOVATION 101""jNSON, L%,'t''t`'(_) R AGA N, life' I Ll \ ; X ( l 1450.Centrepark Boulevard, Suite 150 West Palm beach, FL 33401 (561.) 689-2303 - (561) 689.2302 Fax w W jlydhw.com Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 N CE'NOR/�o`' tP N0.73794 A STATE OF N '' /ONAL EN 5 ADDENDUM #4 - PERMIT Date 5 REVISIONS 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date Drawing Title: MECHANICAL SCHEDULES Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M0002 © CannonDesign 2018 A FAN SCHEDULE PLAN MARK MAKE MODEL NUMBER CFM E.S.P. IN INCHES DRIVE DISCONN. FAN RPM MOTOR MOUNTING REMARKS FAN CONTROL/OA DAMPER INTERLOCK HP RPM VOLTS PH EF 1-1 GREENHECK SP-13110 75 0.35 DIRECT YES 950 80W 950 115 1 CEILING 1003 OO FCU 1-1 OA DAMPER EF 1-2 GREENHECK SP-B110 75 0,35 DIRECT YES 950 80W 950 115 1 CEILING OO®O FCU 1-1 OA DAMPER EF 1-3A GREENHECK SP-A200 175 0.43 DIRECT YES 900 52W - 115 1 CEILING OO®OS AHU 1-1 OA DAMPER EF 1-3B GREENHECK SP-A200 175 0.43 DIRECT YES 900 52W - 115 1 CEILING AHU 1-1 OA DAMPER EF 1-4 GREENHECK SP-L80 50 0.35 DIRECT YES 850 27W 850 115 1 CEILING OO®O AHU 1-1 OA DAMPER EF 1-5 GREENHECK SP-1_80 50 0.35 DIRECT YES 850 27W 850 115 1 CEILING OOOO AHU 1-2 CA DAMPER EF 1-6A GREENHECK SP-A200 175 0.43 DIRECT YES 900 52W - 115 1 CEILING OO®O AHU 1-2 OA DAMPER EF 1-613 GREENHECK SP-A200 175 0.43 DIRECT YES 900 52W - 115 1 CEILING OOOO AHU 1-2 CA DAMPER EF 2-(1-30) (TYP. OF 30) GREENHECK SP-1_80 50 0.35 DIRECT YES 850 27W 850 115 1 CEILING OO®O5 O EF 2-1 THRU 2-15 / AHU 2-1 OA DAMPER EF 2-16 THRU 2-30 / AHU 2-2 OA DAMPER KEF 1-2 CAPTIVE-AIRE DU33HFA 600 0.7 DIRECT YES 1345 0.33 - 115 1 SIDEWALL O2 ®©O INTERLOCKED WITH SF-1-2, ASSOC. MVD, AND HOOD OPERATION SF 1-2 CAPTIVE-AIRE INLINEl-15D 480 0.3 DIRECT YES 848 1.0 - 115 1 INLINE OOO© INTERLOCKED WITH KEF-1-2, ASSOC. MVD, AND HOOD OPERATION O PROVIDE WITH INTEGRAL BACKDRAFT DAMPER O SUPPORT FROM ROOF STRUCTURE USING SPRING O COORDINATE FINAL FAN LOCATION WITH FIELD CONDITIONS -EXHAUST SHALL VIBRATION ISOLATORS IN EACH HANGER ROD. ROUTE OUT TO SOFFIT AND TERMINATE INTO AN ALUMINUM DIFFUSER (EG-1). O PROVIDE BIRD SCREEN O FAN SHALL BE INTERLOCKED TO OPERATE CONCURRENTLY WITH ASSOCIATED KITCHEN HOOD - O LOWER POWER REPRESENTED IN WATTS(W) REFERENCE KITCHEN HOOD PLANS. O ELECTRONIC SPEED CONTROLLER O PROVIDE WITH SIDEWALL MOUNTED BRACKET. KITCHEN HOOD SCHEDULE DUCTED HOOD REQUIREMENTS (FOR HD-1-2): CAPTIVE AIRE MODEL 4224 ND-2-PSP-F REFERENCE KITCHEN HOOD DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS. UNDER CABINET RE -CIRCULATION HOOD REQUIREMENTS (FOR HD-1-3): NUTONE OSMOS MODEL AHSA130, OR ENGINEER APPROVED EQUAL RE -CIRCULATING STYLE HOOD CAPABLE OF 250+ CFM INTEGRAL LIGHT ASSEMBLY NON -DUCTED FILTER EQUAL TO ASSOCIATED MODEL HPF1 (TYPE XA) 120V / 1 PHASE @ 1.4 AMPS COLOR SHALL BE COORDINATED WITH THE ARCHITECT COORDINATE WITH THE G.C. TO ENSURE HOOD FITS IN THE CABINETRY • Barry University WEBER HALL RENOVATION 15 MCIES, 2101 N. And-ews.Ave., S0-_?00, Fort Laudetdcle, tIorida'333' 1 T:954.524.5573 F.954.524.5R17 I amaa�m JOHNSIBII SON, R AGAN, D,A 11.r), ' `' V_ C, 0SULT'€NG LNC:;NE:F'.ki 14:50 Centrepark Boulevard, Suite 350 West Palni Beach, FL 33401 (561) 689.2303 • (561) 689 2302 Fax w Jlrc inc.com Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 „L,o,,, ENS R/gyp No.73794 A STATE OF ' Pic CORIOP.���`. b(11 °•,. ONALE 5 ADDENDUM #4 - PERMIT Date 5 REVISIONS 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date IANICAL REVI ZOVED DATE T o SPLIT EF-1-3 AND EF-1-6 INTO Drawing Title: E g o (2) SEPARATE FANS (A/B). 5 3 o MECHANICAL OEo O.LD-, SCHEDULES o@U ca a Issue Date: DEC 14 2018 o z a Project No.: 005620.00 Checked by: RL M0003C N O N p U md� m N 0 Cann Dasign2018 O 9�r' 1940'�~� Barry University WEBER HALL RENOVATION MCISS TOILET STAIRS I 230A S3-2 F-- _ 2101 N. Andrews Ave., Suite 300, SINGLE IFS v UN r 1` CONDITIONED Fort Lauderdale, Florida 33311 230 1 T:954.524.5678 F: 954.524.5677 Of CORRIDOR 2-1 B I ' x DOUBLE Cj _ 1 DOUBLE 3 JJi�j...jw��w, _. TOILET �• � TOILET RACiAI'i1 L, r�IL'`�, I �, 26A/228,� 11. ""3 4. 25A/227 _ - - - ! ..:.. i 4 ? _ .., , 1 1450 Oentrcipark eouleearcj, Suita 350 1 I 1 West Palm Bca- fii, P _ 334G1 - - - - - - DOUBLE J; j DOUBLE (561)6892303-(501)689-2K2 ax www_flydin;�cc�zn 226 N.. 2-1B 2-2B 1 _225 j 1 Certification Number 6059 1 Charles C. Gableman, P.E. 51936 1_� 3" Keith E. Lorinos, P.E. 73794 DOUBLE II N DOUBLE t_- -1` JLRD Project No. 118028 224 F pit 1 t 21A 1 22A 1 TOILET t' !1. TOILET 22,4/224 - ;'....2,21A/223 CANNONMESIGN TOILET ___ STAIRS II t j Z5 _ 246 � A/24s 1560 Wilson Boulevard, Suite 200 TOILET 1. DOUBLE 5 DOUBLE TOILET Arlington, Virginia 22209 SINGLE 1` L_ 222 1 1 1 _ _�� _ DOUBLE DOUBLE DOUBLE DOUBLE TOILET 221 -. TOILET TOILET TOILET _ .,, '�~` T: 703.907.2300 DOUBLE Y _y 206 '1: 208 210 �� 212 214 TOILET 216 S22 SINGLE -. 4i j.: TORT SINGLE STAIRS DOUBLE 3gA/236 D036LE 238A_ISIN SINGLE r 40LE 40A/24 DOUBLE f DOUBLE F: 703.907.2050 DOUBLE SINGLE 10A/212 L L_ L yqy TOILET # 14A/216A I f. 205 r-. -,; a. ..r +-+rc-,.+�1,�-+__r;:; __.q,-.. ., _.,, ,,,_._...^ DOUBLE L- -., ----c --- ---- - - - -- I_ - - - - -- 245 1, -....z",i"1""""'...,. li 220 !; :-_ t '"'. -: -"f_. e,- "l', -f I:. STRUCTURAL ENGINEER _ '. 1 i k DF',.. A202 €I R $ ' _.: 1' E, SINGLE 2170 Whitehave9Road II - DATA CLOSET _ TOILET E !.. ! I- 4A CannonDesi n tt iT1-- I' 2-3A -. _..11 2-1C, 1 I r . �... , .. _. {r T _ r , ._ .:;: l! _ _..,na. - '1 ! - 1 Grand Island, NY 14072 ' !i �21HQT 1 I _ CL t j i----a 1 ! �22G _ �j 2-2H t i ti�.%, I', ? 716.773.6800 !T �'1.. J i .,;�,. A201 I 1 I 1 _ .�.. ir. ,m.. -"` T _ r r=_� __ �____� STAIRS I ' �; 1 ._ A2L CORRIDOR 2-1CT T 2-2C - :-... A207 �......,. 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L` I 249 L-_----- -A 5 ADDENDUM #4-PERMIT Date REVISIONS TOILET 01A/202A1> I II� 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION _ q ` 2 ADDENDUM #2 - PERMIT APR 10 2019 (I �2-3C REVISIONS 4S1L �JI PERMIT SET DEC 14 2018 DOUBLE ;r ` 201 J No. Description Date �1 MECHANICAL ZONE MAP -LEVEL 02 MECHANICAL RE M1020 1/16" = V-0" APPROVED_ — - :DATEN- � KEY PLAN ij N `o Drawing Title: Eno 0 m 3 o MECHANICAL ZONE MAP - _U O E o N a C LEVEL 02 r T � c U o � r c r 0. Issue Date: DEC 14 2018 a N Project No.: 005620.00 Checked by: RL N z C d c - n cn a o m Co 4) a) — N N U O t �L M1020 0 O C y p C t 2 C N O L) N CannmDe ign 2018 r M16 12x6 SG-2 MI6 150 EXISTING TB 1 A002 EXI x a 0 EA x 10x16 N EXISTING ' SG-2 MI6 M16 80 M10 y A001 VD IVD 150 ` i� ,ti:�:-�- SG-2 VD D _V JD� ` �T.. 18x12 0 14xi2 /, D I �'1' !�` JD 8o 0x10 G TB— -- - c cv 1-1E o o -8, �, _ I If �1 0 EXiSTING `s �M 17 x RG-7 MD .. 12x8680 SG-2 t BCU ! RG-5 M18 150 1 gyp+ 320 MI6 M20 � 260 CFM OA M � I � 1 M19 T� BASEMENT - HVAC PLAN - NEW WORK 118" = 1'-0" AIR BALANCE BCU-1 SUPPLY 1000 CFM RETURN 740 CFM OUTSIDE T 260 CFM c Eam Ew OM �0 �o W w G w �c o�U as o a N Z = C 7 O 0) ass m .r m v • � pw5M cd oPaM O7 c o m o C L p•C N pOaa3 1p M19 'M19 UP 1 1 M21 160 CFM M OA CFMM21 i Mt6 MI6 M16. OA ,, r. OA� _ X 16x1 M23 M23 18x1 X (' N AHU M02 AHU v M03 EXISTING �I I: 04 1-1 1-2 A010 G I ` MECHANICAL EXI TINGEXISTING SC'-2 SG-2 7 S I M001 zo 3 M09 A Ofi G A009 G 175 � 130 m m M09 3 6 E VD VD M16 M23 P X 20x16 26 24 2x8 2x8 26x24 20x16 �\ {`y -_ TB TB 3G_2 EXISTING x L r C 12D - 0 2xi0 MI6 2x10 1 2F 75 - MI6 A013 MI6,:, TB " y ! 10x8 S S N SG_2 - 100 18x12. M01 12x8 1-1D ;r x i S �<tD 75 8z8 M11VD O VD VD VD M16 M MI5 w n 14x12 LL I 18x18: `18x16'" • + (('18x1 TB ! M EXISTING 1-1B' - - - m 12o SP SG2 A014 D14 "D III -� '�— - 1T2B 16x12, 14x12 m, ..... . „ EXISTING VD "VD 12x8 175 2.1 4xi2 _ 2-. x T 2-2 50 60 0 VD -� a A011 r 1 " SG-1 m m J m S(i4 J _ n TG 1 a MI6 6 BCU X x M52 SG-2 L J I 250 L J o 16x12 20 3 v SG-2 0 F 80 a M03 10x10 o E. rl W130 „ ,�, U U .. --. VD N108 �M73 M10 8„100 ! BCU TB III TB EXISTING MOII 2 M49 1-2A _.. Mt TG 1 -2E A01z TG 1 F 8+ ,M16 11TB A M48 ❑ MI6 10x6 - EXISTING � ..._ M14 A008 _ �_- _ 12 x8 10x8:_Sm _!]_ -8x10 -- TYP. OF (2 i , _ _ TB` 5 RG 7 SG-2 TB VFD VFD RG 6 MD M22 VFD VFD 1-2C SG 2 10x6 co SG-2 1`� ! 1-1C 1-1 2-1 500 2 2 2 8x8 M12 110 4 RG 110 240 M12 10x8 AIR BALANCE BCU-2 SUPPLY RETURN 1000 CFM 850 CFM OUTSIDE AIR 150 CFM EXFILTRATION 150 CFM AIR BALANCE BCU-3 SUPPLY RETURN 1000 CFM 740 CFM OUTSIDE AIR 260 CFM EXFILTRATION 260 CFM \�20 - 150 CFM OA MI6 �� /M20 ' 260 CFM OA MI6 M16 1 GENERAL NEW WORK NOTES (1) DUCT ROUTING SHOWN IS DIAGRAMMATIC IN NATURE, AND AS SUCH IS MEANT TO SHOW INTENT ONLY BASED ON OBSERVED FIELD CONDITIONS. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID TO GENERATE SHOP DRAWINGS OF DUCT ROUTING ONCE DEMOLITION HAS OCCURRED FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS. (2) MECHANICAL CONTRACTOR SHALL THOROUGHLY VERSE THEMSELF WITH THE ARCHITECTS FINAL LIFE SAFETY PLAN AND PROVIDE APPROPRIATELY SIZED FIRE DAMPERS AT ALL PENETRATIONS OF FIRE -RATED ASSEMBLIES - EVEN IF NOT SHOWN ON THE PLANS. (3) PROVIDE A TEST AND BALANCE REPORT AT PROJECT COMPLETION FOR ENGINEER REVIEW. (4) MECHANICAL CONTRACTOR SHALL EXTENSIVELY COORDINATE WITH STRUCTURAL ENGINEER AND GENERAL CONTRACTOR REGARDING ALL NEW CHASE LOCATIONS AND SIZES PRIOR TO ANY SAWING OR CORE -DRILLING. (5) COORDINATE WITH ARCHITECTURAL PLANS FOR A COMPREHENSIVE LISTING OF INOPERABLE WINDOWS. DUCTS MAY NEED TO BE RE-ROUTED TO MEET CODE REQUIREMENTS IF LOCATED WITHIN RANGE OF AN OPERABLE WINDOW. (7) MECHANICAL SYSTEMS SHOWN HEREIN ARE DESIGNED TO OPERATE WITHIN A FULLY ENCLOSED BUILDING ENVELOPE, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL LOCATE, PATCH, AND SEAL ANY BUILDING OPENINGS TO PREVENT INFILTRATION OF OUTSIDE AIR BOTH TO THE CONDITIONED SPACES AND SPACES ABOVE CEILING, INCLUDING ANY EXISTING ATTIC/SOFFIT VENTS, PIPE PENETRATIONS, AND CONSTRUCTION JOINTS. FAILURE TO PROVIDE A COMPLETELY SEALED BUILDING ENVELOPE WILL RESULT IN A LACK OF BUILDING RELATIVE HUMIDITY CONTROL AND CONDENSATION ON DUCTWORK, LIGHT FIXTURES, AND OTHER EQUIPMENT. MECHANICAL KEYNOTES M01 PROVIDE MAUNAL VOLUME DAMPERS IN RETURN DUCTS NEAR MAIN TRUNK AND BALANCE AIRFLOWS PER PLANS. IF NECESSARY, SHOE TAPS OFF TOP OF RETURN TRUNK MAY BE USED. (TYPICAL OF ALL RETURN DUCT BRANCHES TO DORM ROOMS) M02 MECHANICAL CONTRACTOR SHALL COORDINATE FINAL LOCATION OF ALL EQUIPMENT IN BASEMENT WITH EXISTING CONDITIONS. ALL EQUIPMENT SHALL MAINTAIN REMAIN ACCESSIBLE AND MEET N.E.C. REQUIRED CLEARANCE - NOTIFY ENGINEER OF RECORD OF DISCREPANCIES. M03 PROVIDE HOUSEKEEPING PAD WITH A MINIMUM HEIGHT OF WAND 4" LARGER THAN UNIT FOOTPRINT IN EACH DIRECTION - COORDINATE FINAL HEIGHT TO ENSURE SUFFICIENT CONDENSATE TRAP DEPTH IS PROVIDED. (TYP. OF ALL FLOOR MOUNTED EQUIPMENT IN BASEMENT) M08 VAV BOXES SHALL BE ORDERED AND INSTALLED WITH BOTTOM FACING CONTROLS AND HEATING COIL ENCLOSURES. ENSURE UNOBSTRUCTED ACCESS IS PROVIDED FOR SERVICE AND REMOVAL. M09 PROVIDE DUCT SMOKE DETECTOR IN BOTH THE SUPPLY AND THE RETURN DUCT OF AHU - COORDINATE WITH FIRE ALARM CONTRACTOR TO VERIFY DUCT DETECTORS ARE COMPATIBLE WITH EXISTING FIRE ALARM SYSTEM. (TYP. OF AHU-1-1,1-2,2-1, AND 2-2) M10 I PROVIDE TRANSFER GRILLES IN WALL TO ALLOW FOR RETURN AIR PATH. (TYP. FOR ALL BASEMENT WALLS WHERE RETURN DUCTS WOULD BE IMPRACTICAL) M11 SUPPLY DUCT SHALL ROUTE ALONG WALL BELOW RETURN DUCT. M12 ALL DUCTS IN COORIDOR SHALL BE ROUTED HIGH TO PREVENT CONFLICT WITH CHILLED WATER PIPING - ENSURE PROPER WALKING CLEARANCE IS MAINTAINED. M13 MECHANICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR ON THE REMOVAL OF EXISTING BASEMENT DOOR TO ALLOW A DUCT ROUTING PATH. M14 DUE TO AN EXISTING TO REMAIN COMMUNICATIONS PANEL IN THIS AREA, MECHANICAL CONTRACTOR SHALL OFFSET DUCT AND RELOCATE EQUIPMENT AS NECESSARY - EXERCISE CAUTION TO PREVENT DAMAGE TO AFOREMENTIONED PANEL. M15 SUPPLY AND RETURN RISER ROUTES UP/DOWN THROUGH FIRE -RATED ENCLOSURE TO LEVEL ABOVE/BELOW - REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE ROUTING. PROVIDE FIRE -DAMPERS AT ALL DUCT PENETRATIONS OF THE ENCLOSURE. (TYP.) M16 SUPPLY AND RETURN DUCTS ROUTE UP/DOWN THROUGH FLOOR TO LEVEL ABOVE/BELOW - REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE ROUTING. PROVIDE FIRE -DAMPERS AT ALL FLOOR PENETRATIONS. (TYP.) M17 SUPPLY AND RETURN DUCTS ROUTE THROUGH SIDEWALL OF THE STEP-DOWN KITCHENETTE AND UP INTO THE CHASE - REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE ROUTING. PROVIDE FIRE -DAMPERS AT ALL FLOOR PENETRATIONS. (TYP.) M18 MECHANICAL CONTRACTOR SHALL COORDINATE ALL FINAL DIFFUSER LOCATIONS AND REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DIFFUSERS MOUNTED IN HARD CEILINGS SHALL BE LAY -IN STYLE AND SUPPLIED WITH MOUNTING FRAMES FOR ACCESS. (TYP) M19 OA INTAKES SHALL MAINTAIN A RADIUS OF I V-0" IN WHICH NO EXHAUST TERMINATIONS OR PLUMBING VENTS SHALL BE LOCATED - ADJUST LOCATION OR RELOCATE CONFLICTS ACCORDINGLY. M20 PROVIDE 18x18 RUSKIN MODEL EME6325D WIND -DRIVEN RAIN RESISTANT STATIONARY LOUVER AND INSTALL PER NOA #17-1221.29 INSTALLATION INSTRUCTIONS. ALL ALTERNATES SHALL BE REQUIRED TO MEET SAME FREE AREA/PRESSURE DROP, AND SHALL BEAR AN AMCA 540/550 RATING WITHOUT THE NEED OF AN OPTIONAL DAMPER - PROVIDE SUBMITTAL FOR FOR REVIEW. M21 PROVIDE 24x24 RUSKIN MODEL EME6325D WIND -DRIVEN RAIN RESISTANT STATIONARY LOUVER AND INSTALL PER NOA #17-1221.29 INSTALLATION INSTRUCTIONS. ALL ALTERNATES SHALL BE REQUIRED TO MEET SAME FREE AREA/PRESSURE DROP, AND SHALL BEAR AN AMCA 540/550 RATING WITHOUT THE NEED OF AN OPTIONAL DAMPER - PROVIDE SUBMITTAL FOR FOR REVIEW, M22 PROVIDE RUSKIN MODEL CD50 ALUMINUM CLASS IA LEAKAGE RATED CONTROL DAMPER WITH 24V ELECTRIC ACTUATOR FOR OA DUCT. DAMPER SHALL BE NORMALLY CLOSED AND INTERLOCKED TO ENERGIZE WHEN UNIT IS IN OPERATION. (TYP. OF ALL EQUIPMENT PROCESSING OA) M23 PROVIDE AIRFLOW MEASURING STATION PER SPECIFICATIONS.(rYP. OF AHU-1-1,1-2,2-1, AND 2-2) M48 VFD PROVIDED AND INSTALLED BY DIVISION 26 FOR AHU SUPPLY FAN SPEED (VAV) CONTROL MOUNTED ON WALL - FINAL LOCATION SHALL BE FIELD COORDINATED. (TYP. OF AHU-1-1,1-2,2-1, AND 2-2) M49 E.M.S. PANEL FOR AHU MOUNTED ON WALL - FINAL LOCATION SHALL BE FIELD COORDINATED. ELECTRICAL CONDUIT BETWEEN PANELS BY DIVISION 26. (TYP. OF AHU-1-1,1-2,2-1,2-2,2-3, AND 2r1) M52 PROVIDE DUCT MOUNTED STATIC PRESSURE SENSOR IN SUPPLY DUCT AT APPROXIMATE LOCATION. 5 �M M Y 1' I.Y94o.�c Barry University WEBER HALL RENOVATION MC)155 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 a°°,' , .� R< GAt> MVILA ftIC' �";:' CONS U LTCNo0-ENG:tN UERs 1450 Centrepark 13oulem4*,"S111t'6'i50 , West Palm $ ift,Fi.334G1 „ ;""'"; (561) 689.2303 • (561) 689131I:b w Jltdinccom Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 n OHOM 11111t HE. CEIV *.. # No. 73794 N *, 51� . TT 9T E OF c „nrviVH VI PROVED DATE 5 A e5 REVISIONS 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: BASEMENT - HVAC PLAN - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M2001 ® CannonDesign 2018 BASEMENT - PIPING PLAN - NEW WORK 1/8" = 1' 0" m`_oc E ° m Et n c�i 3 0 E o m�oc Z T co c ° Cc m rat N Z C 1° 7 O M. C w M m N m 0 Q 0 -0, y O Co p C L p C U N N OQa 3 'O FROM CHILLER PLANT GENERAL PIPING NEW WORK NOTES (1) PIPE ROUTING SHOWN IS DIAGRAMMATIC IN NATURE, AND AS SUCH IS MEANT TO SHOW INTENT ONLY BASED ON OBSERVED FIELD CONDITIONS. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID TO GENERATE SHOP DRAWINGS OF PIPE ROUTING ONCE DEMOLITION HAS OCCURRED FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS. (2) INSTALL ALL CONDENSATE LINES WITH P-TRAP. (3) PROVIDE PIPE SLEEVES AT ALL PIPE PENETRATIONS OF WALLS AND FLOORS. PROVIDE FIRE -STOPPING IF PIPE PENETRATES A FIRE -RATED ASSEMBLY. MECHANICAL KEYNOTES M02 MECHANICAL CONTRACTOR SHALL COORDINATE FINAL LOCATION OF ALL EQUIPMENT IN BASEMENT WITH EXISTING CONDITIONS. ALL EQUIPMENT SHALL MAINTAIN REMAIN ACCESSIBLE AND MEET N.E.C. REQUIRED CLEARANCE - NOTIFY ENGINEER OF RECORD OF DISCREPANCIES. M04 ROUTE INSULATED FULL-SIZED CONDENSATE PIPING FROM EQUIPMENT TO NEAREST FLOOR DRAIN. PROVIDE PROPER SUPPORTS TO PREVENT SAGGING. PROVIDE CONDENSATE PUMP WITH STAINLESS STEEL DRAIN PAN IF SUFFICIENT SLOPE CAN NOT BE ACHIEVED. M05 CHILLED WATER PIPING SHALL BE ROUTED AND RACKED ON THE EXTERIOR WALL TO MINIMIZE CONFLICTS - REFERENCE DETAILS. FIELD COORDINATE FINAL PIPE HEIGHTS WITH EXISTING CONDITIONS. M06 ROUTE CHILLED WATER PIPING WITH FOAM GLASS INSULATION UP THROUGH CHASE - ENSURE INSULATION IS NOT CRUSHED OR NOTCHED. REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE PIPING. M07 PROVIDE FLOW METER IN CHILLED WATER PIPING TO MEASURE BUILDING DEMAND, AND TO PROVIDE FEEDBACK TO CHILLER PLANT. M24 PROVIDE CONTROL VALVE AND FLOW METERS PER SCHEDULES IN CHILLED WATER PIPING BRANCH TO EQUIPMENT. (TYP. OF AHU-1-1,1-2,2-1,2-2,2-3, AND 2-4) M25 PROVIDE PIPE BUSHINGS AT CHWSIR UNIT CONNECTIONS AS NECESSARY. M37 ROUTE INSULATED 3/4" CONDENSATE DRAIN FROM NEW BCU TO NEW DRYWELL AND INSTALL PER DETAILS - COORDINATE FINAL LOCATION WITH EXISTING HARDSCAPING. SLOPE PIPE TO ENSURE SUFFICIENT DRAINAGE IS ACHIEVED - PROVIDE CONDENSATE PUMP IF NECESSARY. (TYP. OF 2). MECHANICAL W,_ ti 9�7.1940.4`'� Barry University WEBER HALL RENOVATION MC) 11 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 ^�q• • * , a .gym .. ..... JOHNS I,% VI�5G�S1, ••:••' RAGAIJonvlLA,1r�- . ....;. •• CANS ULV 1 NC•ENC, IN E ERS 1.450 Centzepark 8oalevari-S t'e350 West Palm ftdf, 0, 334QI i • • • • m • e (56I) 689.2303' (561) 689,13a tlK wJlydincc m Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 N\COEN��� No. 73794 ., STATE OF •;F Q 5 1 - ADDENDUM #4 - PERMIT REVISIONS ADDENDUM #1 - PERMIT REVISIONS PERMIT SET Date 5 MAR 05 2019 DEC 14 2018 No. Description Date �(1 KEY PLAN�� N Drawing Title BASEMENT - PIPING PLAN - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL 0 CannonDesign 2018 MECHANICAL KEYNOTES M15 SUPPLY AND RETURN RISER ROUTES UP/DOWN THROUGH FIRE -RATED ENCLOSURE TO LEVEL ABOVE/BELOW - REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE ROUTING. PROVIDE FIRE -DAMPERS AT ALL DUCT PENETRATIONS OF THE ENCLOSURE. (TYP.) M16 SUPPLY AND RETURN DUCTS ROUTE UP/DOWN THROUGH FLOOR TO LEVEL ABOVE/BELOW - REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE ROUTING. PROVIDE FIRE -DAMPERS AT ALL FLOOR PENETRATIONS. (TYP.) M18 MECHANICAL CONTRACTOR SHALL COORDINATE ALL FINAL DIFFUSER LOCATIONS AND REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DIFFUSERS MOUNTED IN HARD CEILINGS SHALL BE LAY -IN STYLE AND SUPPLIED WITH MOUNTING FRAMES FOR ACCESS. (TYP) M22 PROVIDE RUSKIN MODEL CD-50 ALUMINUM CLASS IA LEAKAGE RATED CONTROL DAMPER WITH 24V ELECTRIC ACTUATOR FOR OA DUCT. DAMPER SHALL BE NORMALLY CLOSED AND INTERLOCKED TO ENERGIZE WHEN UNIT IS IN OPERATION. (TYP. OF ALL EQUIPMENT PROCESSING OA) M30 DESIGN INTENT IS TO HAVE A T-STAT CONNECTED TO EACH VAV BOX THAT IS CONTROLLED BY THE BMS - COORDINATE WITH CONTROLS CONTRACTOR. REFERENCE ZONE MAPS FOR PROPOSED T-STAT LOCATIONS - FINAL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. M31 PROVIDE 6"o SEIHO MODEL SFX ALUMINUM VENT CAP WITH OPTIONAL INSECT SCREEN - COORDINATE HEIGHT WITH CEILING AND STRUCTURE. M32 PROVIDE 8"e SEIHO MODEL SFX ALUMINUM VENT CAP WITH OPTIONAL INSECT SCREEN - COORDINATE HEIGHT WITH CEILING AND STRUCTURE. M33 PROVIDE 6"o SEIHO MODEL SFZC ALUMINUM DRYER VENT WITH INTERGRAL BACKDRAFT DAMPER AND INSTALL PER MANUFACTURERS SPECIFICATIONS - COORDINATE HEIGHT WITH CEILING AND STRUCTURE. VERIFY TOTAL EQUIVALENT PIPING LENGTH OF DRYER VENT DOES NOT EXCEED MANUFACTURER'S RECOMMENDATIONS. M34 PROVIDE DRYER -BOX MODEL 350 AND INSTALL IN WALL. M35 PROVIDE RE -CIRCULATING EXHAUST HOOD PER SCHEDULE AND INSTALL PER MANUFACTURER'S INSTALLATION GUIDELINES. M43 MECHANICAL CONTRACTOR SHALL COORDINATE FINAL LOCATION OF EQUIPMENT AND BUILD -OUT WITH ARCHITECT AND GENERAL CONTRACTOR - EQUIPMENT SHALL REMAIN ACCESSIBLE. INSTALL ON EQUIPMENT STANDS WITH NEOPRENE ISOLATORS. (TYP. OF FCU-1-1,1-2, AND 1-3) M55 FCU-1-1 IS LOCATED WITHIN A RETURN PLENUM MECHANICAL CLOSET - NO PVC OR COMBUSTIBLES SHALL BE ALLOWED. MOUNT MVD TO BE ACCESSIBLE IN END OA DUCT. 180 CFD OA - M32 3EF 1-2 CD- °CU 50 1-1 75 CFM EA (x2)' DRYER EA (x1) zM33 CD-1 50 LOUNGE Al02 165 CFM OA � r e (M22 M43; y.N:. - RG-4 � =- -215 FCU 1-2 r RG 8 1050 TYP. OF (3) /` SG-4 350 — GENERAL NEW WORK NOTES (1) DUCT ROUTING SHOWN IS DIAGRAMMATIC IN NATURE, AND AS SUCH IS MEANT TO SHOW INTENT ONLY BASED ON OBSERVED FIELD CONDITIONS. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID TO GENERATE SHOP DRAWINGS OF DUCT ROUTING ONCE DEMOLITION HAS OCCURRED FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS. (2) MECHANICAL CONTRACTOR SHALL THOROUGHLY VERSE THEMSELF WITH THE ARCHITECTS FINAL LIFE SAFETY PLAN AND PROVIDE APPROPRIATELY SIZED FIRE DAMPERS AT ALL PENETRATIONS OF FIRE -RATED ASSEMBLIES - EVEN IF NOT SHOWN ON THE PLANS. (3) PROVIDE A TEST AND BALANCE REPORT AT PROJECT COMPLETION FOR ENGINEER REVIEW. (4) MECHANICAL CONTRACTOR SHALL EXTENSIVELY COORDINATE WITH STRUCTURAL ENGINEER AND GENERAL CONTRACTOR REGARDING ALL NEW CHASE LOCATIONS AND SIZES PRIOR TO ANY SAWING OR CORE -DRILLING. (5) COORDINATE WITH ARCHITECTURAL PLANS FOR A COMPREHENSIVE LISTING OF INOPERABLE WINDOWS. DUCTS MAY NEED TO BE RE-ROUTED TO MEET CODE REQUIREMENTS IF LOCATED WITHIN RANGE OF AN OPERABLE WINDOW. (7) MECHANICAL SYSTEMS SHOWN HEREIN ARE DESIGNED TO OPERATE WITHIN A FULLY ENCLOSED BUILDING ENVELOPE, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL LOCATE, PATCH, AND SEAL ANY BUILDING OPENINGS TO PREVENT INFILTRATION OF OUTSIDE AIR BOTH TO THE CONDITIONED SPACES AND SPACES ABOVE CEILING, INCLUDING ANY EXISTING ATTIC/SOFFIT VENTS, PIPE PENETRATIONS, AND CONSTRUCTION JOINTS. FAILURE TO PROVIDE A COMPLETELY SEALED BUILDING ENVELOPE WILL RESULT IN A LACK OF BUILDING RELATIVE HUMIDITY CONTROL AND CONDENSATION ON DUCTWORK, LIGHT FIXTURES, AND OTHER EQUIPMENT. AIR BALANCE AHU-1-1 SUPPLY 2920 CFM RETURN 2410CFM EXHAUST 400 CFM OUTSIDE AIR 510 CFM EXFILTRATION 110 CFM AIR BALANCE FCU-1-1 SUPPLY 1140 CFM RETURN 960 CFM a-�L ..r_p1.yi OUTSIDE AIR :XFILTRATIOP 180 CFM 150 CFM 30 CFM AIR BALANCE FCU-1-2 SUPPLY I RETURN 1100 CFM OUTSIDE AIR 165 CFM EXFILTRATION 166 CFM 175 12x8 RA DOWN 12x8 RA DOWN CFM EA M31 RG-5 RG-5 - i r----- -- 325 325 SG-2 170 i, DOUBLE DOUBLE it SINGLE M30 EF 102 104 106 € j 1-3B m ME i.,. RG-3'. RESTROOM t SG_2 SG-2 t SG-2 SG-2 t i 170B-1 -_ 5 175 cr CFM EA t 1.3A A31 '5 - _ STAIR SG-2 S2-1 175 _ SG-2 175 ox I'. 1 165 1 160 160 165 ox --- SG-3 I ®M16 10x10 ,.... .�... I � 215 ��a ....... s14x1_ L, M1 RG-9 M16 16x10 SA DOWN 100 8„ 12x1 - 4� 1ox1G CD-1 RG 9 80 1 G- G- G- 90 - -- ~I AO �, 40 12x12SG-2 1 SG- l SG-2 SG 2 SG-2 SG-2 SG-2 1 $G- _ 6' 6 1 gp 85 85 90 *- FD DOUBLE DOUBLE ADA DOUBLE ADA DOUBLE A101 "-.-_ --- 8x10 103 105 107 109 STORAGE LFD . RG-3 RG-3 RG-3 W� 175 175 6" 250 - RG-6 HD-1-3 250 250 u SG-3 M35 250 i 1200 v � i 16x14 i WING ROOM _1 _01 t1 �� f .�RG-6 250 SG-2 140 UITE DOUBLE , 101B SG-2 140 N — DRYER DUCT RG-5 E.L. = 32'-0" 255 6 10x10 6o EF''��1Gx10 RG-5 M3LDBLE SG-2 235 130 UI o, SG-2 130 RADOWN LEVEL 01 - HVAC PLAN - NEW - EAST i) �M2011A 1/8„ = 1,_0" Ox6 RA EF SINGLE 1-4 SG-2 170 r— CID 1 SG-2 _ T I '12x8 2().110 ", M16 " " {- 10x10 F75 SG-2 0x8 L --110 1 t SG-2 SG-2 4, '140 140 135 DOUBLE t1t N M15 Z R 380 RG-5 �360 5 N Fo44� UNI►�F�,�rt � Q ti 9�I. 1940 .�4 Barry University WEBER HALL RENOVATION MC)1S5 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 •Y • •• J0FINSGK +VI:1SC'st ..:..• RAGAN, DWILA, INS` CUNSt1LT�XY<".'�=NG[NEF"RS •• • o 1450 Centrepark Bnulevard,:FhAtt'%0 eas••• West Palm Beaah,FL-33401 �••••� (56I) 689.2303 • (561) 689403 Nor w JlrJinccom Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703,907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 ENS R��0, % No. 73794 a ' STATE OF ' 5 ADDENDUM #4 - PERMIT Date 5 REVISIONS 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date wals, L)o KEY PLAN H N Drawing Title: LEVEL 01 - HVAC PLAN NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M201 1 mA 0 GwnwDesgn 2018 EX-AHU-3 29.7 MECHANICAL KEYNOTES M06 ROUTE CHILLED WATER PIPING W ITH FOAM GLASS INSULATION UP THROUGH CHASE - ENSURE INSULATION IS NOT CRUSHED OR NOTCHED. REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE PIPING. M25 PROVIDE PIPE BUSHINGS AT CHWS/R UNIT CONNECTIONS AS NECESSARY. M27 ROUTE AND CONNECT NEW CHILLED WATER PIPING TO EXISTING ISOLATION VALVES OF EQUIPMENT. M40 ROUTE INSULATED 3/4" CONDENSATE DRAIN FROM NEW FCU TO NEW DRYWELL AND INSTALL PER DETAILS - COORDINATE FINAL LOCATION WITH EXISTING HARDSCAPING. SLOPE PIPE TO ENSURE SUFFICIENT DRAINAGE IS ACHIEVED - PROVIDE CONDENSATE PUMP IF NECESSARY. (TYP. OF 3) _CHAN -CAL M43 ME I CONTRACTOR SHALL COORDINATE FINAL LOCATION OF EQUIPMENT AND B U _1L D-OUT WIT ARCHITECT AND GENERAL CONTRACTOR - EQUIPMENT SHALL REMAIN ACCESSIBLE. INSTALL ON EQUIPMENT STANDS WITH NEOPRENE ISOLATORS. (TYP. OF FCU-1-1,1-2, AND 1-3) F 9.51 GPM LJ 1-1/4" CHWS/R A 25.21 GPM 1-1/2" CHWS/R 15.7 FCU 1-2 9.87 GPM 1-1/4" CHWS/R 35.08 GPM 2" CHWS/R 13.213 5 GPM 1 1/4' CHWS/R n GENERAL PIPING NEW WORK NOTES (1) PIPE ROUTING SHOWN IS DIAGRAMMATIC IN NATURE, AND AS SUCH IS MEANT TO SHOW INTENT ONLY BASED ON OBSERVED FIELD CONDITIONS, THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID TO GENERATE SHOP DRAWINGS OF PIPE ROUTING ONCE DEMOLITION HAS OCCURRED FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS. (2) INSTALL ALL CONDENSATE LINES WITH P-TRAP._ (3) PROVIDE PIPE SLEEVES AT ALL PIPE PENETRATIONS OF WALLS AND FLOORS. PROVIDE FIRE -STOPPING IF PIPE PENETRATES A FIRE -RATED ASSEMBLY. LEVEL 01 - PIPING PLAN - NEW WORK - EAST 1/8" = V-0" I Q O . 1940.41'4' Barry University WEBER HALL RENOVATION 1450 Cntrepark Boulevard, Babe 5i0 - West Palm lleneh. FL 33401 (561) 689-2303* 06 } g9.23,12 Fux w jlydinc.cnm. - Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANVONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 E . 0 � NSF !20 # No. 73794 (P _ OF J4 II �' lvk s/QNAL EP1G��F IEW E M #4 - PERMIT Date 5 MECHANIC IS i S APPROVE DAT PERMIT SET DEC 14 2018 No Description Date KEY PLAN N Drawing Title: LEVEL 01 - PIPING PLAN NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M2012nA © Oann.Design 2018 � ° c E ao 0 o to 0 c�i 3 U 0o E o g2 ram= � ct co o. aa) o N n N Z = Or- a o d o - (Dm�r� yoo m L 0 0�2 C L C U OO¢a3 7 LEVEL 01 HVAC PLAN - NEW - WEST 1/8,1= 11-011 ES ) AS SUCH IS MEANT TO SHOW 1E MECHANICAL CONTRACTOR 3 OF DUCT ROUTING ONCE 3R TO ORDERING MATERIALS. "HEMSELF WITH THE ZOPRIATELY SIZED FIRE LIES - EVEN IF NOT SHOWN ON IPLETION FOR ENGINEER DATE WITH STRUCTURAL JEW CHASE LOCATIONS AND EHENSIVE LISTING OF rED TO MEET CODE BILE WINDOW. rww 1 OPERATE WITHIN A FULLY OTED OTHERWISE. DING OPENINGS TO PREVENT ) SPACES AND SPACES ABOVE IPE PENETRATIONS, AND 'ELY SEALED BUILDING HUMIDITY CONTROL AND HER EQUIPMENT. ;FM ;FM FM FM FM ;FM FM FM FM Barry University \ LGIVEN I Lei\ JOHN . VIN'S�); Rr�C3AN �R,�IL�,,`�`wt C ON S U LT 4W"e•i®N Q IN E 1-. Azz' • • 1.4.50 Cxntreplrk Sotffmrd,m Virg :jO West Palm BeSeh, �L®33401• :....: (561) 689.2,303& (561�689-2V2**% W W W.jttdin,,,,m Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 ,auuur q,llrr{, ��\�N CEO,,��L�: No. 73794 N STATE OF ORID.P..:���' lZ 11t9 SS7aNAL l/I,11111 1111\11" 5 ADDENDUM #4 - PERMIT Date 5 REVISIONS 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date MECHANICAL RC- \ I W APPROVED j DATE / Y PLAN T N Drawing i re — LEVEL 01 - HVAC PLAN - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M201 1 m B @ CannonDesign 2018 IEW WORK NOTES N NATURE, AND AS SUCH IS MEANT TO SHOW CONDITIONS. THE MECHANICAL CONTRACTOR SHOP DRAWINGS OF PIPE ROUTING ONCE ER REVIEW PRIOR TO ORDERING MATERIALS. 'RAP. TRATIONS OF WALLS AND FLOORS. PROVIDE tE-RATED ASSEMBLY. LEVEL 01 - PIPING PLAN - NEW WORK - WEST 110 = I --U MECHANIC/` APPRnVr:r•. so i�NIV�� Jr • Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 J• ...... Osseo . RAGAN,DAnVtLA, ...*so • CO NS U L T] 19".44G, NEE FS 1450 CentrePa?k Boi levaxl, ':AaiTe • ...: • 'West Palm Bea6h, FL 33401 _ (561)689.2303^;`..61}689-23G2 F..x- .... •• . wJlydine_ccm Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 E. to �. O # f No. �3�9q N 0 = t STgTE OF `<14s/ppq`1ENG��F����� #4 - PERMIT #3 - FIELD 1 3 0;18llb9:1111 Date 5 MAY 09 2019 DEC 14 2018 No. Description Date KEY PLAN —ti N Drawing Title: LEVEL 01 - PIPING PLAN NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M20123 CannonDesign 2018 MECHANICAL KEYNOTES M18 MECHANICAL CONTRACTOR SHALL COORDINATE ALL FINAL DIFFUSER LOCATIONS AND REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DIFFUSERS MOUNTED IN HARD CEILINGS SHALL BE LAY -IN STYLE AND SUPPLIED WITH MOUNTING FRAMES FOR ACCESS. (TYP) M20 PROVIDE 18x18 RUSKIN MODEL EME6325D WIND -DRIVEN RAIN RESISTANT STATIONARY LOUVER AND INSTALL PER NOA#17-1221.29 INSTALLATION INSTRUCTIONS. ALL ALTERNATES SHALL BE REQUIRED TO MEET SAME FREE AREA/PRESSURE DROP, AND SHALL BEAR AN AMCA 540/550 RATING WITHOUT THE NEED OF AN OPTIONAL DAMPER - PROVIDE SUBMITTAL FOR FOR REVIEW. M22 PROVIDE RUSKIN MODEL CD-50 ALUMINUM CLASS IA LEAKAGE RATED CONTROL DAMPER WITH 24V ELECTRIC ACTUATOR FOR OA DUCT. DAMPER SHALL BE NORMALLY CLOSED AND INTERLOCKED TO ENERGIZE WHEN UNIT IS IN OPERATION. (TYP. OF ALL EQUIPMENT PROCESSING OA) M30 DESIGN INTENT IS TO HAVE A TSTAT CONNECTED TO EACH VAV BOX THAT IS CONTROLLED BYTHE BMS - COORDINATE WITH CONTROLS CONTRACTOR. REFERENCE ZONE MAPS FOR PROPOSED T-STAT LOCATIONS - FINAL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. M41 6"o EXHAUST DUCT SHALL ROUTE OUT TO SOFFIT AND TERMINATE INTO AN ALUMINUM DIFFUSER (EG-1). (TYP. OF ALL EXHAUST FANS) M42 PROVIDE ACCESS DOOR IN CORRIDOR CEILING TO MAINTAIN ACCESS TO VAV BOXES. ACCESS DOOR SHALL BE SIZED TO FREELY REMOVE THE LARGEST VAV BOX. (TYP. OF ALL VAV BOXES) M44 DURING DEMOLITION, IT WAS DISCOVERED THAT THE ATTIC CONTAINS (4) EXISTING VENTILATORS. MECHANICAL CONTRACTOR SHALL LOCATE AND CAP/SEAL VENTILATORS. M46 MECHANICAL CONTRACTOR SHALL COORDINATE FIRE RATING REQUIREMENTS WITH ARCHITECT AND GENERAL CONTRACTOR, PROVIDE APPROPRIATELY SIZED AND ACCESSIBLE FIRE DAMPERS FOR ALL PENETRATIONS OF FIRE -RATED ASSEMBLIES. (TYP.) M47 FIELD COORDINATE ALL FINAL VAV BOX, EXHAUST FAN, AND DIFFUSER/GRILLE LOCATIONS WITH STRUCTURAL AND ARCHITECTURAL CONSTRAINTS. M49 E.M.S. PANEL FOR AHU MOUNTED ON WALL - FINAL LOCATION SHALL BE FIELD COORDINATED. ELECTRICAL CONDUIT BETWEEN PANELS BY DIVISION 26. (TYP. OF AHU-1-1,1-2,2-1,2-2,2-3, AND 2.4) M51 PROVIDE FLORIDA PRODUCT APPROVED GOOSENECK EQUAL TO "THE BULLET VENT" WITH 8"e NECK BY DIRECT METALS INC. FOR RESTROOM EXHAUST, AND INSTALL IN FLAT ROOF PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE COLOR WITH ARCHITECT. (TYP. OF 2) M52 PROVIDE DUCT MOUNTED STATIC PRESSURE SENSOR IN SUPPLY DUCT AT APPROXIMATE LOCATION. M56 PROVIDE FIRE -DAMPERS AT ALL DUCT PENETRATIONS OF THE SLAB. (TYP.) M41 (TYP-) DOUBLE EF EG-1 DOUBLE 205 2-4 50 206 RG-9 " RG-9 RG-9 185 CD-3 120, .E F�M41� (TYP.) D i. 440 F SINGLE SINGLE 12 219 229 8" 8" ENN 175 6o iM1611 `riU1 8° MEr✓NA� L GLOBAL REVISIONS DUE TO CONFLICTS WITH EXISTING CONDITIONS. 5 YOA I f �O I. �40 Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 JOq NSCW�y •®•°;° yy ��NSgp0row RA(3 AN, °S.�P 'YJ1. A, INS, ° ® CONSULTING E47GIN�saEy . ae•°•+ 1450 CentrerAtk Bgt?fcvard,. wife 350 " ° • ° West Palm Bead0-1: 13401 6 (561) 689.2303, (561) 689-2302°fV wrvwJ1Tdincxom Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 G ENOR/�O -; CP No. 73794 ,o STATE OF ,<< � fV 5 ADDENDUM #4 - PERMIT Date 5 REVISIONS 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date iti KEY PLAN �N/// Drawing Title: LEVEL 02 - HVAC PLAN NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M2021 mA 0 CwnmDe O 2018 cO E -1 1^-1 LJ� � S i EF DN 6 , 2-15 8' 8„ o x 00 'i - CD-3 170 CD-3 175 8' 6,, 65 8" 8„ DOUBLE I 27 CD-3 8" - RG-9 o otoom 175 170 x i. o 8" w x _ CD 3 EG-1 30 50 1 - M47 � M41 (TYP) MECHANICAL KEYNOTES M18 MECHANICAL CONTRACTOR SHALL COORDINATE ALL FINAL DIFFUSER LOCATIONS AND REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION. ALL DIFFUSERS MOUNTED IN HARD CEILINGS SHALL BE LAY -IN STYLE AND SUPPLIED WITH MOUNTING FRAMES FORACCESS. (TYP) M20 PROVIDE 18x18 RUSKIN MODEL EME6325D WIND -DRIVEN RAIN RESISTANT STATIONARY LOUVER AND INSTALL PER NOA #17-1221.29 INSTALLATION INSTRUCTIONS. ALL ALTERNATES SHALL BE REQUIRED TO MEET SAME FREE AREA/PRESSURE DROP, AND SHALL BEAR AN AMCA 540/550 RATING WITHOUT THE NEED OF AN OPTIONAL DAMPER - PROVIDE SUBMITTAL FOR FOR REVIEW. M22 PROVIDE RUSKIN MODEL CD-50 ALUMINUM CLASS IA LEAKAGE RATED CONTROL DAMPER WITH 24V ELECTRIC ACTUATOR FOR OA DUCT. DAMPER SHALL BE NORMALLY CLOSED AND INTERLOCKED TO ENERGIZE WHEN UNIT IS IN OPERATION. (TYP. OF ALL EQUIPMENT PROCESSING OA) M30 DESIGN INTENT IS TO HAVE A T-STAT CONNECTED TO EACH VAV BOX THAT IS CONTROLLED BY THE BMS - COORDINATE WITH CONTROLS CONTRACTOR. REFERENCE ZONE MAPS FOR PROPOSED T-STAT LOCATIONS - FINAL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. M41 6"e EXHAUST DUCT SHALL ROUTE OUT TO SOFFIT AND TERMINATE INTO AN ALUMINUM DIFFUSER (EG-1). (TYP. OF ALL EXHAUST FANS) M42 PROVIDE ACCESS DOOR IN CORRIDOR CEILING TO MAINTAIN ACCESS TO VAV BOXES. ACCESS DOOR SHALL BE SIZED TO FREELY REMOVE THE LARGEST VAV BOX. (TYP. OF ALL VAV BOXES) M44 DURING DEMOLITION, IT WAS DISCOVERED THAT THE ATTIC CONTAINS (4) EXISTING VENTILATORS. MECHANICAL CONTRACTOR SHALL LOCATE AND CAP/SEAL VENTILATORS. M46 MECHANICAL CONTRACTOR SHALL COORDINATE FIRE RATING REQUIREMENTS WITH ARCHITECT AND GENERAL CONTRACTOR. PROVIDE APPROPRIATELY SIZED AND ACCESSIBLE FIRE DAMPERS FOR ALL PENETRATIONS OF FIRE -RATED ASSEMBLIES. (TYP.) M47 FIELD COORDINATE ALL FINAL VAV BOX, EXHAUST FAN, AND DIFFUSERIGRILLE LOCATIONS WITH STRUCTURAL AND ARCHITECTURAL CONSTRAINTS. M49 E.M.S. PANEL FOR AHU MOUNTED ON WALL - FINAL LOCATION SHALL BE FIELD COORDINATED. ELECTRICAL CONDUIT BETWEEN PANELS BY DIVISION 26. (TYP. OF AHU-1-1,1-2,2-1,2-2,2-3, AND 2-4) M51 PROVIDE FLORIDA PRODUCT APPROVED GOOSENECK EQUAL TO "THE BULLET VENT" WITH 8"e NECK BY DIRECT METALS INC. FOR RESTROOM EXHAUST, AND INSTALL IN FLAT ROOF PER MANUFACTURERS T ER INSTALLATION INSTRUCTIONS. COORDINATE COLOR WITH ARCHITECT. (TYP. OF 2) M52 PROVIDE DUCT MOUNTED STATIC PRESSURE SENSOR IN SUPPLY DUCT AT APPROXIMATE LOCATION. M56 PROVIDE FIRE -DAMPERS AT ALL DUCT PENETRATIONS OF THE SLAB. (TYP.) CD-3 RG41IEF 2-16 170 ;M47 175 i 8' x x 8" 8" TB DOUBLE 8„ 225 .,. 8„ J L N H TB A CD-3 N ` RG-9 , o 2-2B m 175 170 j RG-9- CD-3 170 �( 175 rq I 8„ + 8„ 8„ DOUBLE . OD ox .' 223 0 E RG-9 � a 8" g• CD-3 8„ 170 175 iIi 60 `CD 3 EF) C 1 ' 30r 2-17 6„ 5 x: m' m 41y EG-1 L . -- 50 'c RG-9 8" f 8" CD-3 170 175 [, p 8.. DOUBLE 16x12 CD-3 22 12x10 175 RG-9 16x14 - 170 EF r 8 rn 219 2TB 8 EACFM M51 SINGLE DOUBLE • • II I#I ICI • d Doti ■ m r 170 igo 30 30 �N•yCD-3 •`�,: C ,•• „-I 0 4 ••I::D-: - - �� HIL/ I 20x16 -- - -- �` 12x14. x M4s 6 " M56 FD G-12 RG-12' TB 1ox10 !-0O3 0 Cv x 2 2C 75 0 N 440 400 N o: 6 8x10 M18 M18 12x10 DOUBLE J FF ••` Of •175 TB M52 100 e ` CORRIDOR 2G C203 14x14 12x12 10x8 JRM47._ 8a TB 14x12 10x10 w o gUTo ,012x10 i0x 22D 2-2Sa>9 CD-3 8„12e CD 3 CD 3 H CD 3 CD--3 MI 11 Ill 125___,-__ 125 120 120 120 LEVEL 02 - HVAC PLAN - NEW - WEST - HVAC PLAN - NEW - WEST 1/8" = 1'-0" GENERAL NEW WORK NOTES (1) DUCT ROUTING SHOWN IS DIAGRAMMATIC IN NATURE, AND AS SUCH IS MEANT TO SHOW INTENT ONLY BASED ON OBSERVED FIELD CONDITIONS. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID TO GENERATE SHOP DRAWINGS OF DUCT ROUTING ONCE DEMOLITION HAS OCCURRED FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS. (2) MECHANICAL CONTRACTOR SHALL THOROUGHLY VERSE THEMSELF WITH THE ARCHITECTS FINAL LIFE SAFETY PLAN AND PROVIDE APPROPRIATELY SIZED FIRE DAMPERS AT ALL PENETRATIONS OF FIRE -RATED ASSEMBLIES - EVEN IF NOT SHOWN ON THE PLANS. (3) PROVIDE A TEST AND BALANCE REPORT AT PROJECT COMPLETION FOR ENGINEER REVIEW. (4) MECHANICAL CONTRACTOR SHALL EXTENSIVELY COORDINATE WITH STRUCTURAL ENGINEER AND GENERAL CONTRACTOR REGARDING ALL NEW CHASE LOCATIONS AND SIZES PRIOR TO ANY SAWING OR CORE -DRILLING. (5) COORDINATE WITH ARCHITECTURAL PLANS FOR A COMPREHENSIVE LISTING OF INOPERABLE WINDOWS. DUCTS MAY NEED TO BE RE-ROUTED TO MEET CODE REQUIREMENTS IF LOCATED WITHIN RANGE OF AN OPERABLE WINDOW. (7) MECHANICAL SYSTEMS SHOWN HEREIN ARE DESIGNED TO OPERATE WITHIN A FULLY ENCLOSED BUILDING ENVELOPE, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL LOCATE, PATCH, AND SEAL ANY BUILDING OPENINGS TO PREVENT INFILTRATION OF OUTSIDE AIR BOTH TO THE CONDITIONED SPACES AND SPACES ABOVE CEILING, INCLUDING ANY EXISTING ATTIC/SOFFIT VENTS, PIPE PENETRATIONS, AND CONSTRUCTION JOINTS. FAILURE TO PROVIDE A COMPLETELY SEALED BUILDING ENVELOPE WILL RESULT IN A LACK OF BUILDING RELATIVE HUMIDITY CONTROL AND CONDENSATION ON DUCTWORK, LIGHT FIXTURES, AND OTHER EQUIPMENT. M41 DOUBLE (TYp) - 245 EF RG-9 _ RG-9 2-24 215 215 10" 10. CD-3 170 170 170 CD-3 170 170 RG-9-r - ' � 170�1 CD-3 CD-3 30 - 130 ,o i )8.CD-3 8„ 8,8,8„ 8"38 8"10x12 CD-3 CD-3 �.D-3 CD-3 ' 190 175 175 ' S 175 175 ": I 6„ _--14x12 " '4 10" 8x1288� 1p 6 CD-3 CD-3 12x12 CD-3 — ^�� 220 190 40 TB CD-3 m a x — x 4x12STAIRS e2-275 TB 582 �4 2 50 8x10 �\ ' TB 8" 8" M52 16x12 v ----- 8m M42 2 21 SINGLE x. CD-3 CD CD-3 RG-4 N N SP L140 24- 20 120 125 100 x •, - ........,_. ®.wT� 8x12 12x10` a RG-9 r -t on 2 4B 10„ 180 p CD-3 6CD3 M22 i CD-3 0 30 IMD! ® rs 190 1 k0 EF_ 8x8 8' 8 RG-9 EF 2_27 RG-9 RG-9 2-28 Z3 RG-9 „ 250� -- - EF 115 CFM OA AHU v f 50 CD-3 ilT 2-29 SINGLE SINGLE SINGLE EG-1 SINGLE M20 2� 6„ 30 -� L F 237 EG-1 239 241 50 ! 24350 100 EG-1 CD-3 6o 50 75 6 CD-3 x RG-9 ' CORRIDOR I! 200 10" 19 C204 '10„ v SINGLE 4 cxv 248_.. EF o 2-30 6° x CD-3 EG-1 CD-3 6" 30 50 75 10x10 8 8 DOUBLE — CD-3 CD-3 L249- 180 180 E.Y 8 8„ 93 RG_9 RG 9 ` 170 170 --� 8" DOUBLE EG-1 246 �...50 RG-9 RG-9 EF 120 120 SINGLE DOUBLE EF EGA DOUBLE 2.23 238 240 2-22 50 242 10x12 _ SINGLE 50 244 :. RG=9 ',�' -9 RG_ -'3 . 12x12 J i ' MECHANICAL I APPROVED GLOBAL REVISIONS DUE TO CONFLICTS WITH EXISTING CONDITIONS. W�4�UNIv���.c r� VOA q O 1940 •�1'4, Barry University WEBER HALL RENOVATION MC 1, 3 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524 %77 ran • • JOHNSOK -'V1 vSl7N; •••.�• RAGAN, 1 A."- LAJ. ....:. CONSUL]rNG IuNGITO*Elk" ...... 1.4.50 Cenerepek J�bujward, $uim 150 West Palm BeaA, FL 33401 • • :..' (561) 689.2303 • (561) 689-2302 Fax www.JWinc.a,m Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CAN14ONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 NO. 73794 ` *: _ STATE OF ,FJs 4.ORIQN.-* 01VAL EN 5 ADDENDUM #4 - PERMIT REVISIONS 3 ADDENDUM #3 - FIELD COORDINATION 2 ADDENDUM #2 - PERMIT REVISIONS PERMIT SET Date 5 MAY 09 2019 APR 10 2019 DEC 14 2018 No. Description Date KEY PLAN E� N Drawing Title: LEVEL 02 - HVAC PLAN - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M2021 mB 0 Car•wnDMW M18 Im MECHANICAL KEYNOTES M04 ROUTE INSULATED FULL-SIZED CONDENSATE PIPING FROM EQUIPMENT TO NEAREST FLOOR DRAIN. PROVIDE PROPER SUPPORTS TO PREVENT SAGGING. PROVIDE CONDENSATE PUMP WITH STAINLESS STEEL DRAIN PAN IF SUFFICIENT SLOPE CAN NOT BE ACHIEVED. M06 ROUTE CHILLED WATER PIPING WITH FOAM GLASS INSULATION UP THROUGH CHASE - ENSURE INSULATION IS NOT CRUSHED OR NOTCHED. REFERENCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE PIPING. M24 PROVIDE CONTROL VALVE AND FLOW METERS PER SCHEDULES IN CHILLED WATER PIPING BRANCH TO EQUIPMENT. (TYP. OF AHU-1-1,1-2,2-1,2-2,2-3, AND 2-4) M25 PROVIDE PIPE BUSHINGS AT CHWS/R UNIT CONNECTIONS AS NECESSARY. 1 c E ao m c po E= a 3 $ 0 _U �o'a w,_ oMU en n a) o n Q _ N Z nt - C p :5oc V rn�1 $" m _ M N � Uc w m C H O CCp CCC' p_ C N U � 2-3 3.5 GPM -1/4" CHI N06 q CV 4 2-3 GENERAL PIPING NEW WORK NOTES (1) PIPE ROUTING SHOWN IS DIAGRAMMATIC IN NATURE, AND AS SUCH IS MEANT TO SHOW INTENT ONLY BASED ON OBSERVED FIELD CONDITIONS. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID TO GENERATE SHOP DRAWINGS OF PIPE ROUTING ONCE DEMOLITION HAS OCCURRED FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS. (2) INSTALL ALL CONDENSATE LINES WITH P-TRAP. (3) PROVIDE PIPE SLEEVES AT ALL PIPE PENETRATIONS OF WALLS AND FLOORS. PROVIDE FIRE -STOPPING IF PIPE PENETRATES A FIRE -RATED ASSEMBLY. LEVEL 02 - PIPING PLAN - NEW WORK - EAST 1/8" = 1'-0" VA 4 Barry University WEBER HALL RENOVATION [i i 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.52.4.5077 •o y e •e m • e•e?ea •e •'�`yy e s e s�e •e emu• ••mi ee - • e s •s•e• RAGAN; t=fLA, IN%l Ct)NS U L'rh NO `i': N G i 8JeS94,k.N ...... 1450 Centr4rk 9oJIevard.Suiw"350 . West Palm Seaeh, FL 33401° . ®. • (561) 689-2303v (561)689-2302 Fax www.jitdinc:atm Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 1,1, �� .. -' GENSF �cP' No. 73794 STATE OF a `; c' ,,,,nnnnu 5 ADDENDUM #4 - PERMIT Date 5 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: LEVEL 02 - PIPING PLAN - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M2022mA 0 CarnwDesign 2018 DN MECHANICAL KEYNOTES GENERAL PIPING NEW WORK NOTES M04 ROUTE INSULATED FULL-SIZED CONDENSATE PIPING FROM EQUIPMENT TO NEAREST SU FLOOR DRAIN. PROVIDE PROPER PPORTS TO PREVENT (1) PIPE ROUTING SHOWN IS DIAGRAMMATIC IN NATURE, AND AS SUCH IS MEANT TO SHOW SAGGING. PROVIDE CONDENSATE_ PUMP WITH STAINLESS STEEL DRAIN PAN IF SUFFICIENT SLOPE CAN NOT BE ACHIEVED. INTENT ONLY BASED ON OBSERVED FIELD CONDITIONS. THE MECHANICAL CONTRACTOR M06 ROUTE CHILLED WATER PIPING WITH FOAM GLASS INSULATION UP THROUGH CHASE - ENSURE INSULATION IS NOT CRUSHED OR NOTCHLD. REFERENCE SHALL INCLUDE IN HIS BID TO GENERATE SHOP DRAWINGS OF PIPE ROUTING ONCE ASSOCIATED LEVEL FLOOR PLANS FOR A CONTINUATION OF THE PIPING. DEMOLITION HAS OCCURRED FOR ENGINEER REVIEW PRIOR TO ORDERING MATERIALS. M24 PROVIDE CONTROL VALVE AND FLOW METERS PER SCHEDULES IN CHILLED WATER PIPING BRANCH TO EQUIPMENT. (TYP. OF AHU-1-1,1-2,2-1,2-2,2-3, AND (2) INSTALL ALL CONDENSATE LINES WITH P-TRAP. 2-4) -- _ (3) PROVIDE PIPE SLEEVES AT ALL PIPE PENETRATIONS OF WALLS AND FLOORS. PROVIDE M25 PROVIDE PIPE BUSHINGS qT CHWS/R UNIT CONNECTIONS AS NECESSARY. FIRE -STOPPING IF PIPE PENETRATES A FIRE -RATED ASSEMBLY. El 1111 29.7 GPM 2" CHWS/ 1 LEVEL 02 - PIPING PLAN - NEW WORK - WEST )22.13) 1/8" = T-0" 10.6 GPM 1-1/4" CHWS/R 2-4 Im FM / 2-4 0 y Lip �44�UNIVF��f�.e � Q 9�I.1940'�~O� Barry University WEBER HALL RENOVATION MCISS 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 J �J`}A,Jn)"/�lNp��i,,(Xh , i�".y1a7 jt,`v "5'+ \y,RAGAN, Y E t..Xs��..�i' i t_.. Y y f Q� ,, _.-. 1450 Cenerep.: rk Eau;evard, Suite ? 50 West Palm Beach; FL 33401- (561) 689-2303' (561) 689-2302 Fix www.jlyd nc.com Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 ..... o E Lp11�x I'll No. 73794 o STATE OF 5 N' 5 ADDENDUM #4 - PERMIT Date 5 REVISIONS PERMIT SET DEC 14 2018 No. Description Date r MECHANICAL R IE APPROVED DATE , KEY PLAN N Drawing Title: LEVEL 02 - PIPING PLAN - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M2022mB (0 CannonDesign 2018 VARIABLE AIR VOLUME AHU SEQUENCE OF OPERATION VARIABLE VOLUME AIR HANDLING UNIT @ c Eno m E n 3 U Q E o y o c YT C � m `o@U � C L T N Z N C d C 3 o O m O N 0 N N N p mc°1.io r` c CD C N o @ p U � a) tc N_ START -STOP: THE UNIT IS STARTED BY PLACING THE HAND -OFF -AUTO SWITCH IN THE HAND POSITION OR BY THE EMS BASED UPON A TIME OF DAY SCHEDULE WHEN THE HOA SWITCH IS IN THE AUTO POSITION OR BY THE EMS WHEN THE SPACE CONDITIONS EXCEED THE UNOCCUPIED SETUP/SETBACK TEMPERATURES OR HUMIDITY. IN THE AUTOMATIC MODE DURING OCCUPIED PERIODS THE FAN SHALL BE ON, DURING UNOCCUPIED PERIODS THE FAN SHALL BE OFF. OCCUPIED -UNOCCUPIED PERIODS SHALL BE AS DEFINED AT THE OPERATORS WORKSTATION. PROOF OF FAN OPERATION SHALL BE VERIFIED THROUGH THE VFD COMMUNICATION BUS. SHOULD THE FAN START COMMAND BE ISSUED AND CURRENT IS NOT SENSED AFTER AN APPROPRIATE DELAY (60 SECONDS - ADJUSTABLE), AN ALARM SHALL BE GENERATED AT THE OPERATORS WORKSTATION AND THE FAN COMMANDED OFF. WHEN A FAN STOP COMMAND IS ISSUED AND RUN STATUS CONTINUES TO BE SENSED, AN ALARM SHALL BE GENERATED AT THE OPERATORS WORKSTATION AFTER AN APPROPRIATE DELAY (60 SECONDS - ADJUSTABLE). PROVIDE AN ALARM FOR UNAUTHORIZED START/STOP DURING UNOCCUPIED/OCCUPIED PERIODS. TEMPERATURE SET POINTS: THERE SHALL BE SEPARATE OCCUPIED/UNOCCUPIED COOLING AND HEATING SET POINTS, REFER TO THE TERMINAL BOX CONTROL SEQUENCE. HUMIDITY SET POINT: THERE SHALL BE SEPARATE OCCUPIED/UNOCCUPIED HIGH HUMIDITY SET POINTS. DURING OCCUPIED PERIODS THE HIGH HUMIDITY SET POINT SHALL BE 60 PERCENT (ADJUSTABLE AT THE OWS), WITH AN ALARM SHALL GENERATED SHOULD THE HUMIDITY EXCEED THE SETPOINT. DURING UNOCCUPIED PERIODS, THE HIGH HUMIDITY SET POINT SHALL BE 65 PERCENT (ADJUSTABLE AT THE OWS), SHOULD THE UNOCCUPIED HUMIDITY EXCEED THE SETPOINT AN ALARM SHALL BE GENERATED AND THE UNOCCUPIED DEHUMIDIFICATION MODE INITIATED. OPTIMUM START: THE OPERATORS WORKSTATION SHALL INCLUDE AN OPTION FOR AN OPTIMUM START ROUTINE THAT ADJUSTS THE START TIME OF THE AHU WHEN SELECTED. WHEN SELECTED THE EMS SHALL CALCULATE AN OPTIMUM START TIME BASED UPON THE OUTSIDE TEMPERATURE, ZONE TEMPERATURES AT THE VAV BOX LEVEL AND HISTORICAL OPERATING DATA. FOR EACH DAY WHERE OCCUPIED PERIODS ARE SCHEDULED, THE PROGRAM SHALL CALCULATE THE TIME TO START THE SYSTEM TO PRE-COOL/PRE-HEAT THE SPACE TO ACHIEVE SPACE SETPOINT TEMPERATURE CONDITIONS AT THE BEGINNING OF THE OCCUPIED TIME FRAME, DURING THIS PERIOD THE OUTSIDE AIR DAMPER SHALL BE CLOSED, OUTSIDE AIR, RELIEF AND EXHAUST FANS SHALL BE OFF. FAN SPEED CONTROL: A DUCT MOUNTED STATIC PRESSURE SENSOR LOCATED 2/3 DOWN THE SUPPLY AIR DUCT SHALL PROVIDE AN INPUT SIGNAL FOR CONTROL OF THE FAN SPEED. AS THE DUCT STATIC PRESSURE FALLS BELOW THE SETPOINT THE CONTROLLER SHALL PROVIDE AN ANALOG SIGNAL TO THE ADJUSTABLE FREQUENCY DRIVE AND SLOWLY INCREASE THE FAN SPEED TO MAINTAIN THE DUCT STATIC PRESSURE SETPOINT. WHEN THE DUCT STATIC PRESSURE RISES ABOVE THE SETPOINT, THE ADJUSTABLE FREQUENCY DRIVE SHALL SLOWLY REDUCE THE FAN SPEED. THE DUCT STATIC PRESSURE SETPOINT SHALL BE ADJUSTABLE AT THE OPERATORS WORKSTATION WITH ALARMS PROVIDED FOR HIGH/LOW DUCT STATIC PRESSURE (0.4 INCH W.G. DEVIATION FROM THE SETPOINT - OPERATOR ADJUSTABLE). ADJUSTABLE FREQUENCY DRIVE OPERATING PARAMETERS SHALL BE OBTAINED THROUGH A COMMUNICATIONS BUS INTERFACE CARD AND DISPLAYED WITH THE AHU GRAPHIC AT THE OPERATOR WORK STATION, WITH AN ALARM GENERATED SHOULD THE DRIVE MALFUNCTION. INTERFACE CARD SHALL BE COMPATIBLE WITH AND FULLY COMMUNICATE WITH THE CONTROL SYSTEM PROVIDED WITH THE DRIVE OPTIMUM FAN STATIC PRESSURE RESET: THE STATIC PRESSURE SETPOINT IS RESET BETWEEN 1.5 AND 0.10 INCHES WATER GAUGE (ADJUSTABLE) TO ENSURE THE SYSTEM IS RUNNING AT THE LOWEST POSSIBLE STATIC PRESSURE WHILE MAINTAINING SUFFICIENT AIRFLOW TO ALL OF THE VAV BOXES AND INTRODUCING THE REQUIRED OUTSIDE AIR. THE CAC SHALL MONITOR THE ACTUAL AIRFLOW FOR ALL OF THE VAV TERMINAL BOXES SEVERED BY THE AHU. THE AIRFLOWS SHALL BE TOTALIZED AND EACH BOX AIRFLOW IS COMPARED TO ITS CURRENT REQUIREMENT. IF ALL OF THE BOXES ARE MEETING THE CFM SETPOINT THE STATIC PRESSURE IS REDUCED IN 0.1 INCH INCREMENTS UNTIL ONE BOX IS NO LONGER MEETING IT'S SETPOINT, THEN THE STATIC PRESSURE IS INCREASED UNTIL THAT BOX IS MEETING ITS SETPOINT. THE OUTSIDE AIR CONTROL SEQUENCE SHALL BE ABLE TO OVERRIDE THE STATIC PRESSURE RESET ROUTINE AS NOTED BELOW. FIRE/SMOKE CONTROL: THE UNIT SHALL BE INTERLOCKED UNDER DIVISION 28 WITH THE CEILING MOUNTED SMOKE DETECTORS (NUMBER OF DETECTORS PER UNIT AS SHOWN ON THE BUILDING FLOOR PLANS). UPON SENSING PRODUCTS OF COMBUSTION THE SMOKE DETECTOR SHALL SIGNAL THE BUILDING FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM SHALL IN -TURN ACTIVATE THE FIRE ALARM SHUTDOWN RELAY(S) WHICH SHALL BE INTERLOCKED WITH THE AHU VFD, TO SHUT OFF THE FAN, PREVENTING UNIT OPERATION WHEN AN UNIT SMOKE DETECTOR ALARM CONDITION EXISTS. A SECOND SET OF NORMALLY OPEN AUXILIARY CONTACTS ON THE FIRE ALARM SHUTDOWN RELAY AND IN THE AHU VFD WIRED TO ALL SMOKE AND FIRE/SMOKE DAMPERS ASSOCIATED WITH THE UNIT AS LOCATED ON THE PLAN SHEETS. THE SMOKE - FIRE/SMOKE DAMPERS SHALL CLOSE WHENEVER THE AHU IS OFF. WHEN THE AHU FAN IS SHUT DOWN, ALL ASSOCIATED OUTSIDE AIR, RELIEF AND EXHAUST FANS SHALL BE STOPPED. TEMPERATURE CONTROL: WHEN THE FAN IS OPERATIONAL AS DETECTED BY THE FAN CURRENT SWITCH THE TEMPERATURE CONTROL SEQUENCE SHALL BE INITIATED. THE CHILLED WATER (CHW) VALVE SHALL MODULATE TO MAINTAIN THE LEAVING COOLING COIL DRY BULB SET POINT (AS SHOWN IN THE AHU SCHEDULE - ADJUSTABLE). WHEN THE LEAVING COIL TEMPERATURE EXCEEDS THE SET POINT THE VALVE SHALL SLOWLY MODULATE OPEN TO INCREASE CHW FLOW THROUGH THE COIL. AS THE LEAVING COIL TEMPERATURE DROPS BELOW THE SET POINT THE VALVE SHALL SLOWLY MODULATE TOWARDS THE CLOSED POSITION TO REDUCE CHW FLOW THROUGH THE COIL. WHEN THE FAN IS OFF THE CHILLED WATER VALVE SHALL BE CLOSED TO THE COIL. AN ALARM SHALL BE GENERATED IF THE CHW VALVE IS IN THE FULL OPEN POSITION AND THE LEAVING COIL TEMPERATURE EXCEEDS THE SETPOINT, OR IF THE LEAVING COIL TEMPERATURE EXCEEDS HIGH/LOW LIMITS. COOLING COIL RESET: THE OPERATORS WORKSTATION SHALL INCLUDE A SELECTABLE OPTION FOR AN UPWARDS RESET OF THE LEAVING COIL TEMPERATURE SETPOINT BASED UPON SPACE RELATIVE HUMIDITY LEVELS AND SPACE TEMPERATURE COMFORT LEVELS. WHEN ALL TERMINAL BOXES ARE OPERATING AT LESS THAN THEIR FULL COOLING CAPACITY OR WHEN THE SPACE RELATIVE HUMIDITY IS BELOW 55 PERCENT (ADJUSTABLE), THE RESET MODE SHALL BE ACTIVE. WHEN ANY ONE TERMINAL BOX INDICATES FULL COOLING CAPACITY OR WHEN THE SPACE RELATIVE HUMIDITY IS ABOVE 55 PERCENT (ADJUSTABLE) THE SETPOINT WILL BE SLOWLY RESET DOWNWARD UNTIL IT REACHES THE SCHEDULED COIL LEAVING TEMPERATURE. WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE 60 DEGREES THE TEMPERATURE SHALL BE RESET BETWEEN THE SCHEDULED COIL LEAVING TEMPERATURE AND 58 DEGREES. WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW 60 DEGREES THE TEMPERATURE SHALL BE RESET BETWEEN THE SCHEDULED COIL LEAVING TEMPERATURE AND 65 DEGREES. ANYTIME THE SPACE HUMIDITY IS ABOVE 60 PERCENT, THE RESET ROUTINE SHALL BE SUSPENDED AND THE UNIT SHALL REVERT TO THE ORIGINAL LEAVING COIL SET POINT UNTIL THE SENSED HUMIDITY FALLS BELOW 55 PERCENT (ADJUSTABLE). THE SEQUENCE SHALL INCLUDE AN OPTION TO SUSPEND THE RESET WHEN THE OUTSIDE AIR TEMPERATURE EXCEEDS AN OPERATOR SPECIFIED VALUE (ADJUSTABLE) OUTSIDE AIR DAMPER: WHEN THE FACILITY IS IN THE OCCUPIED MODE, THE OUTSIDE AIR DAMPER SHALL OPEN TO MAINTAIN THE OUTDOOR AIR VOLUME (CFM) SET POINT. SAFETIES: HIGH AND LOW PRESSURE SENSORS SHALL BE PROVIDED ON EITHER SIDE OF THE AHU FAN AND SHUT DOWN THE FAN AND GENERATE AN ALARM IF AN UNSAFE HIGH/LOW PRESSURE CONDITION EXISTS. MONITORING POINTS: THE EMS SHALL MONITOR EQUIPMENT AND PROVIDE A REAL-TIME GRAPHICAL DISPLAY OF THE STATUS AND VALUE OF ALL OF THE AHU POINTS AT THE OPERATORS WORKSTATION. THE AHU OPERATING STATUS AND MODE SHALL BE DISPLAYED (OCCUPIED/UNOCCUPIED/OVERRIDE) AS WELL AS THE ACTIVE CONTROL MODE(S) OF OPERATION (NORMAL/OPTIMUM START/OPTIMUM STATIC PRESSURE RESET/COOLING COIL RESET). IN ADDITION THE LEAVING CHW DRY BULB COIL TEMPERATURE, VFD FAN SPEEDS, OUTSIDE AIRFLOW RATES, FAN STATUS, ALARMS/SAFETY STATUS AND THE CHW VALVE PERCENT OPEN POSITION (OUTPUT SIGNAL TO THE VALVE) SHALL BE DISPLAYED. EXHAUST FAN INTERLOCK: BUILDING EXHAUST FANS SHALL BE INTERLOCKED WITH THE RTU'S AND AHU'S AS INDICATED IN THE EXHAUST FAN INTERLOCK SCHEDULE. THE EXHAUST FAN SHALL BE ON WHENEVER THE AHU IS IN THE OCCUPIED MODE AND ITS OUTSIDE AIR DAMPER IS OPEN, AND OFF WHEN IN THE UNOCCUPIED MODE, WHEN THE OUTSIDE AIR DAMPER IS CLOSED, OR THE AHU IS OFF. POWER FAILURE: UPON A LOSS OF POWER THE AHU FAN SHALL STOP, THE CHILLED WATER VALVE SHALL FAIL IN PLACE AND THE OUTSIDE AIR DAMPER SHALL CLOSE. WHEN THE POWER IS RESTORED THE UNIT SHALL RESTART AUTOMATICALLY. TERMINAL BOX SEQUENCE OF OPERATION TERMINAL BOX WITH ELECTRIC HEAT 1. OCCUPANCY THE TERMINAL BOX APPLICATION SPECIFIC CONTROLLER SHALL BE INDEXED TO THE OCCUPIED OR UNOCCUPIED MODE BY ITS ASSOCIATED AHU. WHEN THE AHU IS IN THE OCCUPIED MODE, THE BOX IS IN THE OCCUPIED MODE. WHEN THE AHU IS IN THE UNOCCUPIED MODE THE BOX IS IN THE UNOCCUPIED MODE. DURING OCCUPIED MODE WHEN THE OUTSIDE AIR IS TURNED OFF THE MINIMUM CFM SETPOINT WILL BE RESET TO A MUCH LOWER SETTING (100 CFM ADJUSTABLE). THE VAV BOX WILL CONTINUE TO OPERATE PER THE NORMAL OCCUPANCY CYCLE. DURING UNOCCUPIED MODE, EMCS CLOSES THE VAV BOX DAMPER. UPON ACTIVATION OF AHU RUN MODES, THE VAV BOX RETURNS TO NORMAL OPERATION. 2. TEMPERATURE SET POINTS THERE SHALL BE SEPARATE UNOCCUPIED COOLING AND HEATING SET POINTS. DURING THE UNOCCUPIED SCHEDULE, THE CONTROLLER SHALL INDEX THE ROOM TEMPERATURE TO A PREDETERMINED (ADJUSTABLE) SETBACK (HEATING - 50 DEGREES F)/SETUP (COOLING - 90 DEGREES F) SET POINT. DURING OCCUPIED PERIODS THE COOLING SET POINT SHALL BE 75 DEGREES F, THE HEATING SETPOINT SHALL BE 70 DEGREES F. THE COOLING SETPOINT FOR TERMINAL BOXES SERVING CORRIDORS SHALL BE 78 DEGREES F. 3. VARIABLE AIR VOLUME WHEN THE SPACE TEMPERATURE EXCEEDS THE COOLING TEMPERATURE SET POINT, A NEW CFM SETPOINT IS ESTABLISHED AND THE DAMPER SHALL SLOWLY MODULATE TOWARDS AN OPEN POSITION TO INCREASE AIRFLOW. THE CFM SETPOINT WILL BE CONTINUALLY RESET UP UNTIL THE MAXIMUM DESIGN CFM SETPOINT IS REACHED. ONCE THE MAXIMUM CFM HAS BEEN REACHED THE VAV BOX WILL SEND A SIGNAL TO THE AHU FOR STATIC PRESSURE RESET. UPON A FALL IN ROOM TEMPERATURE BELOW THE SET POINT, THE CFM SETPOINT WILL SLOWLY RESET DOWNWARD UNTIL THE MINIMUM COOLING DESIGN CFM SETPOINT IS REACHED AND THE DAMPER SHALL SLOWLY MODULATE TOWARDS A CLOSED POSITION TO DECREASE THE AIRFLOW. UPON A FURTHER DROP IN ROOM TEMPERATURE BEYOND THE (ADJUSTABLE) DEAD BAND BELOW THE HEATING SETPOINT THE CFM SETPOINT WILL BE RESET TO THE DESIGN HEATING CFM SETPOINT AND ONCE THIS CFM HAS BEEN REACHED THE ELECTRIC HEAT SHALL BE ENERGIZED. WHEN THE SPACE TEMPERATURE GOES ABOVE THE HEATING SETPOINT THE ELECTRIC HEAT WILL BE DE -ENERGIZED AND THE VAV BOX CFM SETPOINT WILL BE RESET TO THE MINIMUM DESIGN SETPOINT. THE ELECTRIC HEAT SHALL BE LOCKED OUT BASED UPON THE OUTSIDE AIR TEMPERATURE (ADJUSTABLE), WHEN THE ELECTRIC HEAT IS LOCKED OUT, THE BOX MINIMUM SETPOINT SHALL BE BASED ON THE COOLING MINIMUM. 5. MONITORING POINTS: THE FMS SHALL MONITOR EQUIPMENT AND PROVIDE A REAL-TIME GRAPHICAL DISPLAY OF THE STATUS AND VALUE OF THE TERMINAL BOX POINTS AT THE OPERATORS WORKSTATION AND WHETHER IT IS IN THE OCCUPIED/UNOCCUPIED OR OVERRIDE MODE OF OPERATION. FOR EACH TERMINAL BOX THE AIRFLOW, DAMPER POSITION, ELECTRIC HEAT ON -OFF STATUS AND SUPPLY AIR TEMPERATURE SHALL BE DISPLAYED. FOR CLASSROOM UNITS WITH OCCUPANCY SENSORS, THE STATUS OF THE OCCUPANCY SENSOR SHALL ALSO BE DISPLAYED. AN OVERALL FLOOR PLAN OF THE AREA SERVED BY EACH AHU SHALL BE PROVIDED THAT DISPLAYS THE LOCATION OF EACH TERMINAL BOX AND THE TEMPERATURE AT EACH TERMINAL BOX ROOM SENSOR AND GRAPHICALLY INDICATE THE LIMITS OF THE AREA THAT EACH BOX SERVES. 6. ALARMS PROVIDE THE FOLLOWING ALARMS (INCLUDE SUITABLE TIME DELAYS AS APPROPRIATE): HIGH/LOW SPACE TEMPERATURE OCCUPIED MODE. HIGH/LOW SPACE TEMPERATURE UNOCCUPIED MODE. O.A. INTAKE HOOD VARIABLE AIR VOLUME AHU CAC POINT TABLE - VAV AHU INPUTS OUTPUTS POINT TYPE DESCRIPTION POINT TYPE DESCRIPTION 3 ANALOG COIL LEAVING DRY BULB TEMPERATURE 1 ANALOG CHW VALVE POSITION 5 ANALOG DUCT STATIC PRESSURE 2 DIGITAL EX FAN ON/OFF (1 POINT PER FAN) 7 ANALOG OUTSIDE AIR FLOW RATE (CFM) 4 ANALOG CA DAMPER OPEN/CLOSE 9 DIGITAL EXHAUST FAN CURRENT (1 PER FAN) 6 ANALOG RETURN AIR DAMPER POSITION 11 ANALOG AHU VFD AMPERAGE STATUS 8 DIGITAL AHU FAN VFD START/STOP 12 ANALOG FINAL FILTER DIRTY STATUS 10 ANALOG AHU FAN VFD SPEED 13 ANALOG PRE FILTER DIRTY STATUS 14 DIGITAL HIGH STATIC PRESSURE SAFETY 15 DIGITAL LOW STATIC PRESSURE SAFETY 16 ANALOG OUTDOOR AIR DAMPER STATUS 17 ANALOG RETURN AIR DAMPER POSITION ASC POINT TABLE - TERMINAL BOX WITH ELECTRIC HEAT INPUTS OUTPUTS POINT TYPE DESCRIPTION POINT TYPE DESCRIPTION 1 ANALOG SUPPLY AIR TEMPERATURE 2 DIGITAL ELECTRIC DUCT HEAT 3 ANALOG SPACE TEMPERATURE 4 ANALOG TERMINAL BOX DAMPER 5 ANALOG TERMINAL BOX AIRFLOW CHWS (AHU-1-1, 1-2, 2-1, 2-2, 2-3, & 24) jL, MULTIPOINT DAMPER ELECTRIC AIRFLOW HEATING COIL SENSOR PRIMARYAIR V );�r I �> I I SUPPLYAIR T I FIELD MOUNTED Do SCALE: NONE Barry University WEBER HALL RENOVATION Mt')BS i 'E AS �TED ON 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F: 954.524 5677 SA JOHN',SUN, LE I ` S` i�d; Cf1 tv SLPi tf'ti 47. t�NCiahi rel;� 1450 Cenrrepstk Bourevard, ,Suite' 50 West Palm Beach, -FL 33401 - - - (561) 689-2303' (561) 689-2302 Fax w Jlydmc.cotn Certification Number 6059 INSTALLED BY z N 5 TERMINAL BOX AI MANUFACTURER � O 4 1 D > TERMINAL AO O> a m BOX DDC t CONTROLLER TERMINAL BOX WITH ELECTRIC HEAT O 24 VAC POWER TO DDC CONTROLLER FROM HEATER CONTROL TRANSFORMER. O CONTROLLER FACTORY MOUNTED ON TERMINAL BOX IN DUST PROOF METAL ENCLOSURE - (ONE FOR EACH BOX) MANUFACTURERS MULTIPLEXED TERMINAL BOX COMMUNICATIONS INPUT TO3 ENERGY MANAGEMENT SYSTEM. DMECH5 T AI O4 PNEUMATIC TUBING FROM AIRFLOW SENSOR TO CONTROLLER, FACTORY INSTALLED. SPACE TEMPERATURE SENSOR, 5 3/4" EMT IN WALL FROM TSTAT TO ABOVE CEILING DATA PORT AND ADJUSTABLE SETPOINT. FIELD MOUNTED AND WIRED, Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 '�,\GENSF No. 73794 q-, o '•• STATE OF ; ,,90� `8t�'�•,,,SS/ANAL ���,,•.•, . "'nnn„iuua 5 ADDENDUM #4 - PERMIT REVISIONS PERMIT SET No. Description r M Drawing Title: Date 5 DEC 14 2018 Date MECHANICAL CONTROLS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL M4002 CannonDesign 2018 LOUNGE FA-1 0-2 u LAUNDRY FA-1 0-1 1 CL 5 A100 n l 1 LIVING ROOM 101 SUITE DOUBLE 101E iy g� TOILET ❑6 ❑ 1 Cl:C:1:1::Oj D _ Li d DOUBLE 102 {1 2❑ El ®J DOUBLE 2❑ 2❑ DOUBLE DOUBLE ❑ ❑ DOUBLE 103 105 I 1 Q7 109 I i I � STORAGE FA-1 0-4 TOILET �I 1 0 = PUBLIC "- BATHROOM 1❑ � B-g RESTROOM B-2 LARGE MEETING A103 LOBBY L-1 GENERAL NOTE EXISTING PIPE CONDITIONS AND EXACT LOCATIONS COULD NOT BE DETERMINED. VERIFY EXISTING PIPING SIZES AND LOCATIONS PRIOR TO STARTING WORK. GENERAL DEMOLITION NOTES A. ALL STORM, SANITARY, VENT, AND DOMESTIC WATER PIPING RISERS SHALL REMAIN INTACT AND IN WORKING ORDER. REROUTE WHEN NEEDED, UNLESS OTHERWISE NOTED. B. SOME EXISTING PIPING MAY BE DAMAGED, REPLACE WHERE NEEDED. CONTRACTOR TO DO A THOROUGH INSPECTION OF EXISTING PLUMBING PIPING. FINDINGS SHALL BE DISCUSSED WITH ARCHITECT/ ENGINEER OF RECORD PRIOR TO REPLACEMENT. C. DURING DEMOLITION THE CONTRACTOR WILL UNCOVER ACTUAL LOCATIONS AND CONDITIONS OF EXISTING PIPING. D. CONTRACTOR TO REMOVE ANY VISIBLE ABANDONED PIPE. PLAN NOTES 1❑ PLUMBING FIXTURES TO REMAIN. 2❑ REMOVE SINK, FAUCET, AND ASSOCIATED ACCESSORIES, CAP SANITARY LINE IN WALL AND CAP VENT LINE IN CEILING SPACE. [3 REMOVE WATER FOUNTAIN AND ASSOCIATED ACCESSORIES. REWORK ROUGH IN TO ACCOMADATE NEW FIXTURE. REMOVE JANITOR SINK AND ASSOCIATED u ACCESSORIES. CAP SANITARY LINE BELOW GRADE AND CAP VENT LINE IN CEILING SPACE. ❑5 REMOVE SHOWER AND ASSOCIATED ACCESSORIES. CAP SANITARY LINE BELOW GRADE. n TOILET AND LAVATORY TO REMAIN. � RI RWGii IN T D� AC❑MACIADATETED ANEW FSOIX REE f♦$�WORK 8 REMOVE SINK, WATER CLOSET AND ASSOCIATED ACCESSORIES. REWORK ROUGH IN TO ACCOMADATE NEW FIXTURES. 1A 1, LI Barry University WEBER HALL RENOVATION Mf :, R. ..,,,.. d# 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F: 954.52a.5577 1450 Centrepark Roul.-vard, Faire--'50 - - - - - - West Palm Beach, FL 33401 - (561) 689.2303 • (5€1) 689.2302 Fax ww Jlydinc.com Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 ELiO;; ENS% _ NO. 73794 STATE OF NAL�'''; 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN ❑ N Drawing Title: LEVEL 01 - SANITARY PLAN EAST - DEMOLITION Issue Date: DEC 14 2018 Project No.: 004232.00 Checked by: RL DP201 1 A CannonDesign 2018 V c E ao M m 0 0 E a E = o �3U a o �m cU 7= c z eo a > 2 O NC) Z p Q N - _ C c.o 0C c rn0 `om N N L C N o N C a OOQa`3 `c LAUNDRY A101 STORAGE A 115 CORRIDOR I C1-1 -- a DOUBLE �j DOUBLE — ADA ADA DOUBLE DOUBLE 103 105 [ 1 77 109 I, LEVEL 01 - WATER PLAN EAST - DEMOLITION 1/8" = 1'-0" CL STORAGE A104 TOILET 9I RESTROOM B-2 LOBBY L-1 PUBLIC BATHROOM I B-3-1 C� GENERAL NOTE EXISTING PIPE CONDITIONS AND EXACT LOCATIONS COULD NOT BE DETERMINED. VERIFY EXISTING PIPING SIZES AND LOCATIONS PRIOR TO STARTING WORK. GENERAL DEMOLITION NOTES A. ALL STORM, SANITARY, VENT, AND DOMESTIC WATER PIPING RISERS SHALL REMAIN INTACT AND IN WORKING ORDER. REROUTE WHEN NEEDED, UNLESS OTHERWISE NOTED. B. SOME EXISTING PIPING MAY BE DAMAGED, REPLACE WHERE NEEDED. CONTRACTOR TO DO A THOROUGH INSPECTION OF EXISTING PLUMBING PIPING. FINDINGS SHALL BE DISCUSSED WITH ARCHITECT/ ENGINEER OF RECORD PRIOR TO REPLACEMENT. C. DURING DEMOLITION THE CONTRACTOR WILL UNCOVER ACTUAL LOCATIONS AND CONDITIONS OF EXISTING PIPING. D. CONTRACTOR TO REMOVE ANY VISIBLE ABANDONED PIPE. PLAN NOTES C PLUMBING FIXTURES TO REMAIN. 1 REMOVE SINK, FAUCET, AND ASSOCIATED L2— ACCESSORIES. CAP WATER LINES IN CEILING SPACE AT BALL VALVES. REMOVE WATER FOUNTAIN AND ASSOCIATED L3 ACCESSORIES. REWORK ROUGH IN TO ACCOMADATE /2 L NEW FIXTURE. 14 1 REMOVE JANITOR SINK AND ASSOCIATED �J ACCESSORIES. CAP WATER LINES IN CEILING SPACE AT BALL VALVES. �� REMOVE SHOWER AND ASSOCIATED ACCESSORIES. CAP WATER LINES IN CEILING SPACE. L TOILET AND LAVATORY TO REMAIN. 7 REMOVE SHOWER AND ACC SSORIE S ^SSOJCIA_TED K RO T MA EW E. LAN 8❑ REMOVE SINK, WATER CLOSET AND ASSOCIATED ACCESSORIES. REWORK ROUGH IN TO ACCOMADATE NEW FIXTURES. Barry University WEBER HALL RENOVATION MC) 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.507 1pr��/ • 1 Y ••1•i • • 1 JOHNSON, LEVINSM4 .• RAGAN,15WILAI INC:'• ••••:• C:ONSULTI G W.Nfi1N'�6'k�11'S :••••: 1450 Centrepakldoul6rd, 9nire-35Q ' West Palm Beach, FL 33401 ...• (561) 689-2303 • (561) 689.2302 Fax wnJlydinc.com Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 No. 73794 A'. STATE OF :' e n0 cC O R..P. \�k� LIZ.�t1°I ''cFSSIpNAL�N�`'��. 5 ADDENDUM #4 - PERMIT REVISIONS 2 ADDENDUM #2 - PERMIT REVISIONS - PERMIT SET No. Description JUNE 25 2019 APR 10 2019 DEC 14 2018 Date KEY PLAN e N Drawing Title: LEVEL 01 - WATER PLAN EAST - DEMOLITION Issue Date: DEC 14 2018 Project No.: 004232.00 Checked by: RL DP2012mA © Cann De iqn 2018 Z� J_\ LJ II II 11 II 1 1 —2„s II II I II I II SANITARY RISER DIAGRAM - LIVING ROOM 101 SCALE: LOUNGE E MENS A 002 — RESTROOM DOUBLE B-1 t 102 DOUBLE SINGLE 104 006 TOILET 1 Clbl/ldj D C A LAUNDRY [At 01 0 0L 1[ _ -- � �_ S1� 3„e I 9 y- ROOM 101 SUITE DOUBLE 101B SUITE DOUBLE 101A DOUBLE 103 THIS IS ONLY A SNACK KITCHEN. MAIN KITCHEN IS LOCATED IN ANOTHER BUILDING. NO GREASE WILL BE PRODUCED. DOUBLE L 05 CORRIDOR C1-1 LEVEL 01 - SANITARY PLAN EAST - NEW WORK 1/8" = 1'-01, J EWC1 MECHANICAL M100 ®j STORAGE A104 STORAGE At05 TOILET CL r A114 L/ 7 CL DOUBLE 111 m PUBLIC BATHROC B-3 MENS ` LOBBY L-1 STORAGE A 006 0 GENERAL NOTE EXISTING PIPE CONDITIONS AND EXACT LOCATIONS COULD NOT BE DETERMINED. VERIFY EXISTING PIPING SIZES AND LOCATIONS PRIOR TO STARTING WORK. GENERAL NEW WORK NOTES A. ALL STORM, SANITARY, VENT, AND DOMESTIC WATER PIPING RISERS SHALL REMAIN INTACT AND IN WORKING ORDER. REROUTE WHEN NEEDED, UNLESS OTHERWISE NOTED. B. SOME EXISTING PIPING MAY BE DAMAGED, REPLACE WHERE NEEDED. CONTRACTOR TO DO A THOROUGH INSPECTION OF EXISTING PLUMBING PIPING. FINDINGS SHALL BE DISCUSSED WITH ARCHITECT/ ENGINEER OF RECORD PRIOR TO REPLACEMENT. PLAN NOTES L'J PLUMBING FIXTURES TO REMAIN. 4" SANITARY RISER. CONNECT NEW 2" SANITARY INTO EXISTING SANITARY MAIN BELOW GRADE. CONNECT NEW 2" VENT INTO NEAREST EXISTING VENT MAIN. /\ CONNECT NEW 3" SANITARY INTO EXISTING / \ SANITARY MAIN BELOW GRADE. I CC L� �18:I L9 PROVIDE REMOVABLE BASKET STRAINER WITH SINK. 10 ADJUST EXISTING ROUGH IN TO ACCOMADATE NEW ELECTRIC WATER COOLER. Z��2 11 UNI v�� Barry University WEBER HALL RENOVATION 'NE.. z _......., WE } 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524 5677 a _ ea• C 0 NS U:-f 1 N[,. i NC; SNti 1450 Cenaepari Rrnilevard, Suite -3 ,0 a West Palm Beach, FL 33401 (561) 689-2303 - (561) 689,2302 Fax wJlydincxom Certification Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 No. 7379 4 tP E # c 2 9 SrATE OF 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 4 ADDENDUM #3 - PERMIT MAY 21 2019 REVISION 2 ADDENDUM #2 - PERMIT APR 10 2019 REVISIONS 1 ADDENDUM #1 — PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: LEVEL 01 - SANITARY FLOOR PLAN EAST - NEW WORK Issue Date: DEC 14 2018 Project No.: 004232.00 Checked by: RL P201 1 nA © CannonDesign 2018 )NIV�� sr� q 0 940 .�1' University ER HALL OVATION i)SS Irews Ave., Suite 300, :rdale, Florida 33311 ,678 F:954.52,.5577 �• V yW..a6• v J<'r4L •6 .. • • _ i `•� �• \/1 ••••• �i�t, LEVINSUjd' ..•��• r t x o E't�Ib t 1{E�.AS' :pA4 BSu&nrd, Suit&3S0 leach, FL 33401 "•o••� 103 • (561) 689.2302 Fax ✓w.jlydinc.wm Lion Number 6059 3ableman, P.E. 51936 Lorinos, P.E. 73794 'roject No. 118028 :)NMESIGN m Boulevard, Suite 200 ton, Virginia 22209 703.907.2300 703.907.2050 :TURAL ENGINEER �annonDesign Whitehaven Road J Island, NY 14072 716.773.6800 '3794 OF EN�N 4 - PERMIT JUNE 25 2019 Q - PERMIT APR 10 2019 0 — PERMIT MAR 05 2019 DEC 14 2018 ascription Date KEY PLAN N 01 -WATER AN EAST - NEW NORK DEC 14 2018 0 Checked by: RL 12nA 0 CannmDe ign 2018 c E ao m N 0 d E `o �3U 0 E a o o c Y � c c ca 16 caU tfc t to �J O N T N Z _ C n co�oop o a`ai a2i° 'c o y U c 5L rn 0 0 C N O 7 p N U md(D � _ N Q .0 3 TOILET TOILET 204A TOILET TOILET 2 1A/20 SH1 2 SAN ITAR` \7 21A/ SCALE7: __ klr SINGI 007 DOUBLE 210 u TOILET n 2 7A/20 A SINGLE 209 DOUBLE 212 10 SINGLE 211 2 1A/21 A CL NGLE 2 33 LEVEL 02 - SANITARY PLAN EAST - NEW WORK 1/8" = 1'-0" TOILET CORRIDOR EWC1 9❑ C201 SINGLE SINGLE 215 217 �u TOILET 2 5A/21 A TOILET 2 6A/22 TOILET #2-A/22 A SINGLE 218 LOUNGE A209 TOILET TOILET 230A SINGLE 230 C 01 l DOUBLE 228 DOUBLE 226 DOUBLE 224 SINGLE 222 0 SINGLE 219 DN CORRIDOR C202 - N) 11 cd A a z >0 > 2 CO a¢A GENERAL NOTE EXISTING PIPE CONDITIONS AND EXACT LOCATIONS COULD NOT BE DETERMINED. VERIFY EXISTING PIPING SIZES AND LOCATIONS PRIOR TO STARTING WORK. GENERAL NEW WORK NOTES A. ALL STORM, SANITARY, VENT, AND DOMESTIC WATER PIPING RISERS SHALL REMAIN INTACT AND IN WORKING ORDER. REROUTE WHEN NEEDED, UNLESS OTHERWISE NOTED. B. SOME EXISTING PIPING MAY BE DAMAGED, REPLACE WHERE NEEDED. CONTRACTOR TO DO A THOROUGH INSPECTION OF EXISTING PLUMBING PIPING. FINDINGS SHALL BE DISCUSSED WITH ARCHITECT/ ENGINEER OF RECORD PRIOR TO REPLACEMENT. PLAN NOTES 1❑ PLUMBING FIXTURES TO REMAIN. 4" SANITARY DOWN TO BASEMENT, TIE INTO EXISTING SANITARY SYSTEM. CONNECT NEW 2" VENT INTO NEAREST EXISTING VENT MAIN. TRAP PRIMER TO FLOOR DRAIN TO BE CONNECTED TO THE TAIL PIECE OF THE THE LAVATORY. 5 REINSTALL, WATER CLOSET, LAVATORY, SHOWER - AND ALL ACCESSORIES REMOVED DURING DEMOLITION. u REINSTALL LAVATORY AND ALL ACCESSORIES REMOVED DURING DEMOLITION. 7❑ CONNECT NEW 3" SANITARY INTO NEAREST EXISTING MAIN. a WATER CLOSET AND SHOWER TO REMAIN. ADJUST EXISTING ROUGH IN TO ACCOMADATE NEW ELECTRIC WATER COOLER. 10 ADJUST EXISTING ROUGH IN TO ACCOMADATE NEW - MOP SINK. t� ell �cj Y I.�940. Y Barry University WEBER HALL RENOVATION MC) 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 J L RI JOHNSOr,"Lt.VINSM -_ RAGAN, -RAV ILA, f C CONS LTIWNC:JEaNN G IN EE RS 1450 CenaeP>srl9ftlevard, wire 150 West Palm Beach; Et 33401 ' " (561) 689-2303 �W)689-2302 Fay Certification Number 6059 Charles C. Grable-man, ' .E.-51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 'W"Wob.p.)"""'. ��H..E. Cp •' No. 73794 N 'o�. STATE OF ;FJ �ORID?. 2. 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN Drawing Title: LEVEL 02 - SANITP FLOOR PLAN EAST WORK Issue Date: Project No.: 004232.00 P 2 01' SINGLE 230 DOUBLE 228 DOUBLE 226' DOUBLE 224 (4 �2 SANITARY RISER DIAGRAM - TOILET 244A Y Mcis P2021.B SCALE: A Q TOILET LI 2 1A/22 A I^ @ i SINGLE TOILET - z e 2 5A/24 A ^ v p 222 DOUBLE 221 a m adlC DOUBLE 220 SINGLE 2 99 LEVEL 02 - SANITARY PLAN - NEW WORK - WEST 1/8" = 1'-01. GENERAL NOTE EXISTING PIPE CONDITIONS AND EXACT LOCATIONS COULD NOT BE DETERMINED. VERIFY EXISTING PIPING SIZES AND LOCATIONS PRIOR TO STARTING WORK. GENERAL NEW WORK NOTES A. ALL STORM, SANITARY, VENT, AND DOMESTIC WATER PIPING RISERS SHALL REMAIN INTACT AND IN WORKING ORDER. REROUTE WHEN NEEDED, UNLESS OTHERWISE NOTED. B. SOME EXISTING PIPING MAY BE DAMAGED, REPLACE WHERE NEEDED. CONTRACTOR TO DO A THOROUGH INSPECTION OF EXISTING PLUMBING PIPING. FINDINGS SHALL BE DISCUSSED WITH ARCHITECT/ ENGINEER OF RECORD PRIOR TO REPLACEMENT. PLAN NOTES 1❑ PLUMBING FIXTURES TO REMAIN. 2 4" SANITARY DOWN TO BASEMENT, TIE INTO EXISTING SANITARY SYSTEM. CONNECT NEW 2" VENT INTO NEAREST EXISTING VENT MAIN. u TRAP PRIMER TO FLOOR DRAIN TO BE CONNECTED TO THE TAIL PIECE OF THE THE LAVATORY. REINSTALL, WATER CLOSET, LAVATORY, SHOWER AND ALL ACCESSORIES REMOVED DURING DEMOLITION. I� ADJUST EXISTING ROUGH IN TO ACCOMADATE NEW ELECTRIC WATER COOLER. —ADJUSTIiWK. JSTING F�OU H IN TO-AC� MP9ATE NEV1L� u CONNECT NEW3"3" SANITARY INTO NEAREST EXISTING MAIN. J R �44� UNI v��sr�.c �9� O� I940•�~ Barry University WEBER HALL RENOVATION R: `�:s,,.j`'~l, ?'),A I j A, 1450 Centreparl:- 5n� ilevard, Suite 350 West Palm Beacl1, 9 -33401 ....0 (561)659-2303'f%l)689-2302 h4x ..+.. wwwjlxdin� om - - _ ..0.. Certification N,mber 6059 ®•••• Charles C. Gableman, P_` __51936•••:. Keith E. Lerrrtos, P.E. 73794 JLRD Project No. 11-8028 CANNONMESIGN No. 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F:703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 �1�p1i1O1111 Olry,,, GE NSF No. 73794 a STATE OF 3 F S/ANAL ADDENDUM #4 - PERMIT REVISIONS PERMIT SET Description JUNE 25 2019 DEC 14 2018 Date KEY PLAN \N / Drawing Title: LEVEL 02 - SANITARY FLOOR PLAN WEST - NEW WORK Issue Date: DEC 14 2018 Project No.: 004232.00 Checked by: RL P2021 mB 0 CannonDesign 2018 TOILET TOILET TOILET 2(11�02A SINGLE 204 i 1❑ 1❑ DOUBLE 203 DOUBLE 201 i EWC1 181 MECHANICAL M201 SINGLE 207 W HA 'A' 3/4" e TYPICAL i II II u II 1111�112"o u II II II II u u L, II �e L� II ` WC1 t TP / — \ '-1/2"a FD WATER RISER DIAGRAM - TOILET 208A SCALE: TOILET TOILET 1❑ TOILET 2 7A/20 A DOUBLE 212 SINGLE 1111 SINGLE 209 CL TOILET 211 A/21 A •-; ■■� C201 SINGLE SINGLE 2137 215 LEVEL 02 - WATER FLOOR PLAN EAST - NEW WORK 22.A 1/8" = V-0" TOILET 2; A122 A TOILET 2 2A/22 A TOILET 22 , :. r � 3 5 6 7 ■ SINGLE 218 1 STAIRS -_ --- 52-2 EWC1 SINGLE LOUNGE 721-71 FM079 3UA, 2 SINGLE c 230 CL A201 DOUBLE 226 CORRIDOR FC202 DOUBLE 226 DOUBLE 224 ■ SINGLE 222 DOUBLE 227 DOUBLE 225 DOUBLE 223 0 SINGLE , SINGLE 219 229 IL I aj I V n e'1 m Q z za� > o a Q, adA GENERAL NOTE EXISTING PIPE CONDITIONS AND EXACT LOCATIONS COULD NOT BE DETERMINED. VERIFY EXISTING PIPING SIZES AND LOCATIONS PRIOR TO STARTING WORK. GENERAL NEW WORK NOTES A. ALL STORM, SANITARY, VENT, AND DOMESTIC WATER PIPING RISERS SHALL REMAIN INTACT AND IN WORKING ORDER. REROUTE WHEN NEEDED, UNLESS OTHERWISE NOTED. B. SOME EXISTING PIPING MAY BE DAMAGED, REPLACE WHERE NEEDED. CONTRACTOR TO DO A THOROUGH INSPECTION OF EXISTING PLUMBING PIPING. FINDINGS SHALL BE DISCUSSED WITH ARCHITECT/ ENGINEER OF RECORD PRIOR TO REPLACEMENT. PLAN NOTES 1❑ PLUMBING FIXTURES TO REMAIN. 2 CONNECT NEW 1" COLD AND HOT WATER INTO NEAREST EXISTING COLD AND HOT WATER MAINS. 2 PROVIDE TRAP PRIMER TO FLOOR DRAIN CONNECTED TO THE TAIL PIECE OF THE THE LAVATORY. ❑4 REINSTALL, WATER CLOSET, LAVATORY, SHOWER AND ALL ACCESSORIES REMOVED DURING DEMOLITION. 21 REINSTALL LAVATORY AND ALL ACCESSORIES REMOVED DURING DEMOLITION. - ] WATER CLOSET AND SHOWER TO REMAIN. 2 CONNECT NEW 1/2" COLD AND HOT WATER INTO NEAREST EXISTING COLD AND HOT WATER MAINS. F6 ADJUST EXISTING ROUGH IN TOACCOMADATE NEW ELECTRIC WATER COOLER. L9 1 ADJUST EXISTING ROUGH IN TO ACCOMADATE NEW 10J SIOUX CHIEF ELECTRONIC TRAP PRIMER, MODEL # 695-E SERIES. CONNECT NEW 1/2" COLD WATER LINE INTO NEAREST EXISTING COLD WATER MAIN. CONFIRM EXACT LOCATION WITH MECHANICAL EQUIPMENT. A I 111 'A I9 0'�y 4 Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 L WD .nnn JOHlN�{SOIrrS}�,,}}i,_�.'�7TY7I�NS�®�-1, mmmnnm RAGAN, L AVLLA, CO NSU L'f I4Va(�o&mN (�1NEtSRS "mm"yn 1450 Centrepult 13881%rd, Stare 150 West Palm Beactt,°PL 334010 (561) 689-2305'ar56 W9-230,7 Fax wwwj§rc�imu.com "-_- - ---- Certification'Nvmber 6059 Charles C. Gableman, P:E-.-51936 " Keith E. Lonnos, P.E. 73794 JLRD Project No. 118628 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 .................... * i No. 73794 �= `moo •. STATE OF 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: LEVEL 02 - WATER FLOOR PLAN EAST- NEW WORK Issue Date: DEC 14 2018 Project No.: 004232.00 Checked by: RL P2022mA 0 Ce Design 2018 DOUBLE 228 DOUBLE 226 DOUBLE 224 SINGLE 222 SINGLE 219 m ° c Eno a0 Eta `o 0 3 U o w O C wT C c CCU o�U CO m m nT O N Q N Z � O c a) — �a) o m Cl) C N O (0 p N_ Q d 3 ( D LEVEL 02 - WATER FLOOR PLAN WEST - NEW WORK 1/8" = 1'-0" �` II 1/2"o II \ TP WATER RISER DIAGRAM - TOILET 244A pz xojdd PSiQ a;'aO7�.�.. nanoaddV 5WI-1a D�r9waza GENERAL NOTE EXISTING PIPE CONDITIONS AND EXACT LOCATIONS COULD NOT BE DETERMINED. VERIFY EXISTING PIPING SIZES AND LOCATIONS PRIOR TO STARTING WORK. GENERAL NEW WORK NOTES A. ALL STORM, SANITARY, VENT, AND DOMESTIC WATER PIPING RISERS SHALL REMAIN INTACT AND IN WORKING ORDER. REROUTE WHEN NEEDED, UNLESS OTHERWISE NOTED. B. SOME EXISTING PIPING MAY BE DAMAGED, REPLACE WHERE NEEDED. CONTRACTOR TO DO A THOROUGH INSPECTION OF EXISTING PLUMBING PIPING. FINDINGS SHALL BE DISCUSSED WITH ARCHITECT/ ENGINEER OF RECORD PRIOR TO REPLACEMENT. PLAN NOTES ' PLUMBING FIXTURES TO REMAIN. u CONNECT NEW 1" COLD AND HOT WATER INTO NEAREST EXISTING COLD AND HOT WATER MAINS. PROVIDE TRAP PRIMER TO FLOOR DRAIN CONNECTED TO THE TAIL PIECE OF THE THE LAVATORY. u REINSTALL, WATER CLOSET, LAVATORY, SHOWER AND ALL ACCESSORIES REMOVED DURING DEMOLITION. 5 ADJUST EXISTING ROUGH IN TO ACCOMADATE NEW WAITER COOLER. �ELECTRIC NtOP SINK r RO H-IN�fO A DA NEW- Cj SIOUX CHIEF ELECTRONIC TRAP PRIMER, MODEL # 695-E SERIES. CONNECT NEW 1/2" COLD WATER LINE INTO NEAREST EXISTING COLD WATER MAIN. CONFIRM EXACT LOCATION WITH MECHANICAL EQUIPMENT. l i Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 J I-i1*15O2v,-x f,-?INSO7�;. RAGAN, CONSULT -,a rrc!Nr,. s 1450 Cenuepaek Bald vard, S.,tte 350 West Palm Beadlj-L 33401 - - - - (561) 689-2303 • (9ai-) 689-230 2 Fax - unuw:,7lrdinr.coln- Certificaticri f Umber 6059 Charles C. Gabipman, P:E. 51936 Keith E. Lorinos, P.E. 73794 - - JLRD Project No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 1011, 1r\ �CEN0 '��ti0;, *f No. 73794 o STATE OF c . 5 ADDENDUM #4 - PERMIT REVISIONS PERMIT SET No. Description Drawing Title: JUNE 25 2019 DEC 14 2018 Date KEY PLAN T- N LEVEL 02 - WATER FLOOR PLAN WEST - NEW WORK Issue Date: DEC 14 2018 Project No.: 004232.00 Checked by: RL P2022mB © CannonDesign 2018 ZL BL-5 ..J BL-5 M001 AHU AHU 2-1 2-2 J J BCU L L 2 Y1 TB io 1-1C 1-1A 13 13 VFDAHUI-1� 5 VFDAHU2-1 4(T) BASEMENT- POWER PLAN - NEW WORK (J- E2112 1 /8" = V-0" N n F—BL-3 14 GFI 2 VFDAHUI-2 FI EXISTING TB A006 1-2D A A007 GFI EXISTING A008 EXISTING A009 OI U A012 PLAN NOTES EXISTING A010 i w I BL-11 GFI i EMS CONTROL PANEL. CONNECT TO CIRCUIT'BL-4'. 14 EMS CONTROL PANEL. CONNECT TO CIRCUIT'BL-6'. EXISTING A013 17 3 DSBCU-3 - BL-11 EXISTING AQ14 t', GENERAL PLAN NOTES A. FIELD VERIFY ALL EXISITNG CIRCUITS TO BE REUSED PRIOR TO ROUGH -IN. B. SEE LIFE SAFTY PLANS AND DETAILS 1 AND 2 ON SHEET E6001 FOR FIRE RATED WALL CONDUIT PENETRATION REQUIREMENTS. PLAN NOTES PANEL'MDP'. OPANEL'BL'. OPANEL'BME' OPANEL'BMW. OPANEL'1LE'. 6 PANEL'2LE'. PANEL'1LW'. �8J PANEL'2LW'. C9� EXISTING DATA COMMUNICATIONS BACKBOARD. 100 10 EXISTING EQUIPMENT CONTROL PANEL. VERIFY POWER REQUIREMENT AND CONNECT TO NEXT AVAILABLE CIRCUITS IN PANEL'BL'. 1 120V POWER OUTLET FOR TRAP PRIMER, COORDINATE 2 ELECTRICAL REQUIREMENTS WITH DIVISION 22 PRIOR TO ROUGH -IN. �2J CIRCUIT MECHANICAL DAMPERS TO CIRCUIT'BL-2' VIA 3/4"C-2#12,1#12G. COORDINATE QUANTITY AND LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 J fd �o Of -IN SONy tIN0.1NS69 mmmm�m 77�� qq �}�i� pp�y ma�� 4 m m A.a`3(AN, ®mi` t�l..A !Ixe? mince ® m CONS II LP ING 6t3GINbl. S comma m 1450Centrepar"iyRn1;IC�rar�-3, WestPahn Bea,h.F1 33401 -- ---__ (561) 689 2303 (3V) 689-21S)Z Fax Certificaticn Number 6059 Charles C. Gableman, P.E. 51936 Keith E. Lorinos, P.E. 73794 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 GAD, ' C' No. 51936 STATE OF r \ ?OAF FC O R\`.`?P 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN T j N Drawing Title: BASEMENT - POWER PLAN - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2002 © CannonDesign 2018 Ai O Al 0 L TYPICAL TYPICAL DOUBLE SINGLE /A4\ I F LEVEL 01 - LIGHTING FLOOR PLAN EAST - NEW WORK 1/8" = V-0" STORAGE A104 10 MENS RESTROOM B-2__ STORAGE A 005 m LARGE MEETING [A1116-31, M 00 REVISED PLANS hiD6R APPROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG. PERMIT ALARM RRESUPPRES$ION ATER04W EXT. GENERAL PLAN NOTES A. FIELD VERIFY ALL EXISTTNG CIRCUITS TO BE REUSED PRIOR TO ROUGH -IN. B. CONTRACTOR TO VERIFY FIXTURE TYPES WITH OWNER AND ARCHITECT PRIOR TO ROUGH -IN. PLAN NOTES CONNECT EXIT LIGHT TO CIRCUIT'1LE-48' UNSWITCHED. 2 CONNECT CORRIDOR LIGHTING FIXTURES TO CIRCUIT'1LE-46' VIA LIGHTING CONTROL PANEL. SEE ROOM 104 FOR TYPICAL LIGHTING FIXTURE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. C4 / SEE ROOM 106 FOR TYPICAL LIGHTING FIXTURE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. �5J CONNECT EXISTING LIGHTING FIXTURES IN THIS AREA TO CIRCUIT INDICATED. RELOCATED WALL MOUNTED LIGHT FIXTURE. 4��UNIV�� � q I.1940 Barry University WEBER HALL RENOVATION :, i JOHNSOI2 ,' NSQII� ....V RAG N,`1`AMLA,IW�;.' ....:. " c')Nsu`'T1NU °E°NOINE265 14504550 • "••� West Palm Beech, FL 33401- `- •.•.. t561.1689�230_3 689?3U2pax- Certification Niimber6059 •� Charles C. Gab;eman, P.E. 51936 Keith E. Lorinos, P.E.. -/3794 . JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 60 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN G N Drawing Title: LEVEL 01 - LIGHTING FLOOR PLAN EAST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E201 1 m c) CannonDesign 2018 c E as 0 0 E ==' EL o �3U €o N � C yT C C � o�U Cct o N Z - C O N � N Y U o v Co cM o Co mm04) OQD 7 I FVFL 01 - POWER FLOOR PLAN EAST - NEW WORK 11J 1/8" = 1'-0" Z2, STORAGE A104 RESTROOM U cB-2 T 0 (J) LARGE MEETING Al03 C9 ), 2\ LP CL('ICAL 1� RuVrD L�,�TE GENERAL PLAN NOTES A. FIELD VERIFY ALL EXISITNG CIRCUITS TO BE REUSED PRIOR TO ROUGH -IN, REVISE PANELBOARDS SCHEDULES ACCORDINGLY. B. SEE LIFE SAFTY PLANS AND DETAILS 1 AND 2 ON SHEET E6001 FOR FIRE RATED WALL CONDUIT PENETRATION REQUIREMENTS. z 1\ PLAN NOTES 1 RELOCATED RECEPTACLES CONNECTED TO EXISTING 120V POWER CIRCUIT. 2 RECEPTACLES MOUNTED FLUSH WITH FURRED OUT WALL. EXTEND CONDUIT AND CONDUCTORS AS REQUIRED. 3 PANLE'D' FOR EXISTING ROOM A101 LAUNDRY EQUIPMENT. 0 EXISTING ELECTRICAL PANEL'M'. SHOWN FOR REFERANCE ONLY. 5 JUNCTION BOX WITH LOCAL DISCONNECT FOR CHAIR LIFT. COORDINATE DISCONNECT WITH OWNER AND COORDINATE ELECTRICAL REQUIRMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN. CONNECT TO CIRCUIT INDICATED. OSEE ROOM 104 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. 7O SEE ROOM 106 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. 08 NO WORK IN THIS AREA UNLESS NOTED OTHERWISE. URECONNECT EXISTING AUTOMATIC FAUCET TO CIRCUIT INDICATED. u REPLACE EXISTING RECEPTACLES WITH NEW AND CONNECT TO CIRCUIT INDICATED. MOUNT RECEPTACLE IN DESK. PROVIDE POWER WHIP FROM WALL CONNECTED TO CIRCUIT INDICATED. COORDINATE EXAC LOCATION WITH OWNER PRIOR TO ROUGH -IN. 2 HALF OF THE RECEPTACLES IN THIS ROOM SHALL BE PLUG LOAD CONTROLLED VIA POWER PACK FROM LIGHTING OCCUPANCY SENSOR. CIRCUIT MECHANICAL DAMPERS TO CIRCUIT'1LE-50' VIA 3/4"C-2#12, 1#12G. COORDINATE QUANTITY AND LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 4�UNIVF� A 9 04 �I'7940.�~ Barry University WEBER HALL RENOVATION mc)si �=_R 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 .a. JOHNSON; L 1:NSC`7N?.° ...... RAGAN, I? _�TLA,1Wn'. CC7 NSti 1.'f'iN�= tiN�tNEPttS• ••. •.. 1450 Centrepark � w.vard, Shire DSO � • � � � Test Palm Beach,. FL,.33401 - - (561) 689.2303 S j 0894302 Faa- W• • • . WW.��••gg�, 8°G�(biR. v� ° •...• CertificatioYi-Ptwrnber 6650' Charles C. Gsbleman, P._�,-51936°j••:. Keith E. Lorinos, P.E. 73794 m....� W JLRD Project No. 118U28 C&VM% SIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 N c C. G�IA�r ?� v No. 51936 * _ STATE OF rz� �.LOR\9. 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: LEVEL 01 - POWER FLOOR PLAN EAST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2012mA 0 GmnwDeslgn 2018. c EQo m L 0 a �'3 0 U °o o �cf0 a�U � c t o.ot- O N .> z= a_ p y O N c o m o C t O C N Uo (0 OQa 3 STAIR „ { - WARMING S3-1 CABINET G-12,14 id1 1 O KEF J 1-2 UP � ( ICE MACHINE 14 j�j G-16 ) 1 .. _ , (2#12, 1#12G-3/4"C) J E OVEN�14 HOOD G-20,2 PUBLIC BATHROOM (,_18 (2#8, 1#10G-3/4"C) 14 B3 IV JD I Q 0 KITCHEN SF EDH A107 1-2 �1-1 J�, , -- 15 18 5 *Dill G-4 14 REF. G-2 i { i LARGE _ j 1. t=C�f�if -tL MEETING EHEV'7VV� [Al3 9 A P P ,V•rC DATE: i i i i j 2 { DS-FCU1-3T -� FCU 1 LW-20 1-3 1 LW-18 4 1 \ l LW-20 1 LW-18 � J 0 f ® 16A 1LW-34 10 CLASSROOM 10 1` \ . OC,GFI 124 Q1LW-36 EF SINGLE ` rt 1LW-32 DOUBLE SINGLE DOUBLE �� DOUBLE 12 16 13' _ 1 5 110 8� WOMENS &,EF�-ml 34 101 q �12 �7114 8� 116 118_RESTROOMa=1LW-16 OC,GFI a=1LW-12 a=1LW-10 a=1LW-6 a=1LW_2 /,� B-4 J 1LW-32 - - b=1LW-4 1LW-20�; �S� b 1LW-14 b-1LW-8 1LW-34 CIO) 9LW-18 1LW-20 1LW-18 STAIR 54-1 j - J . OC,GFI i I ----- qP J 7i a .,.. -- - j CORRIDOR 7DnS- I 1 LW-24 1LW 45 6 C1-2 5DS-1W �28IT3 SIT 1LW-22 1LW 22 J _ STAIR .. . - --- — -, 7 �� �. S5-1 1LW-22� q ' CL - �:A - A710 j - ;�, j �� 1 LW-25 = UP ADA ADA STORAGE 11 CL DOUBLE DOUBLE DOUBLE DOUBLE A109 LOBBY 112 DOUBLE 117 119 �7 121 123 lLW-259 t� r L 1 A- 115 C y' a=1LW-13 a=1LW-9. a=1LW-5 a=1LW-180 it,a=1LW-17 b=1LW-15 b=1LW-11 b=1LW-7 b=1LW-3 " b=1LW-19 DOUBLE D Y - ' 113 7O - ���' ti=1LW-23 OPEN OFFICE I 125 Q f ., a a 1 - u- - - --- - r 3- i' �j .I OFFICE OFFICE 127 126 I � -- - _� '1 LEVEL 01 - POWER FLOOR PLAN WEST - NEW WORK 9 E2012.B 1/8„ = V-0„ L N GENERAL PLAN NOTES A. FIELD VERIFY ALL EXISITNG CIRCUITS TO BE REUSED PRIOR TO ROUGH -IN. REVISE PANELBOARD SCHEDULES ACCORDINGLY. B. SEE LIFE SAFTY PLANS AND DETAILS 1 AND 2 ON SHEET E6001 FOR FIRE RATED WALL CONDUIT PENETRATION REQUIREMENTS. PLAN NOTES 1 RELOCATED RECEPTACLES CONNECTED TO EXISTING 120V POWER CIRCUIT. �ZJ RECEPTACLES MOUNTED FLUSH WITH FURRED OUT WALL. EXTEND CONDUIT AND CONDUCTORS AS REQUIRED. A AND C PULLBOXES. EXTEND EXISTING BRANCH CONDUCTORS FROM EXISTING PANEL CAN TO NEW PANEL'1LS' AS REQUIRED. PANEL'1LS'. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH -IN. �5 EXISTING ELECTRICAL PANEL'G'. �6 JUNCTION BOX WITH LOCAL DISCONNECT FOR CHAIR LIFT. COORDINATE DISCONNECT WITH OWNER AND COORDINATE ELECTRICAL REQUIRMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN. CONNECT TO CIRCUIT INDICATED. SEE ROOM 104 ON SHEET E2012.A FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. SEE ROOM 106 ON SHEET E2012.A FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. �9 NO WORK IN THIS AREA UNLESS NOTED OTHERWISE. �OJ RECONNECT EXISTING AUTOMATIC FAUCET TO CIRCUIT INDICATED. LIGHTING CONTROL PANEL. y REPLACE EXISTING RECEPTACLES WITH NEW AND CONNECT TO CIRCUIT INDICATED. JUCTION BOX FOR PROJECTOR CEILING MOUNTED RECEPTACLE. CONNECT TO CIRCUIT INDICATED. VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH. 14 CONNECT KITCHEN EQUIPMENT TO AVAILABLE CIRCUIT LOCATED IN EXISTING PANEL'G'. CONNECT PER MANUFACTURERS RECOMMENDATION, AND NEC. VERIFY EQUIPMENT LOCATION WITH OWNER PRIOR TO ROUGH -IN. 15 SEE MECHANICAL DRAWINGS FOR EQUIPMENT 'KEF1-2' LOCATION AND SHEET E5001 FOR ELECTRICAL REQUIREMENTS. �g HALF OF THE RECEPTACLES IN THIS ROOM SHALL BE PLUG LOAD CONTROLLED VIA POWER PACK FROM LIGHTING OCCUPANCY SENSOR. 17 POWER AND DATA LOUTLET MOUNTED UNDER COUNTER. COORDINATE EXACT LOCATION WITH ARCHITECT AND FURNITURE MANUFACTURER PRIOR TO ROUGH -IN. �g ALL 120V, 20A RECEPTACLES IN THIS AREA SHALL BE GFI PROTECTED. CIRCUIT MECHANICAL DAMPERS TO CIRCUIT'1 LW-38' VIA 3/4"C-2#12, 1#12G. COORDINATE QUANTITY AND LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. ti ti0 'y I. 1940.4 Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 LlAGtY1Vy m g"�..r'1y �il�� � •.•si. C Li PkSUL'FINnoN C: kA+Ehl15 1450 CxntsepaAoPryyl�rard, S&ite 3% � • • • •: West Pal mBead�wCF!,13401 " ••••. (561)689-2303;*.„�;FSlo69-23CJ;xZFo ••:..' www.�Igzlmccam '" mam,,, Certification Number 6059 �. Charles C. Gableman, P.E. 51936- Keith E. Lorinos, P.E. '3'7.94 u JLRD Project No. 118028 CANVOMESIGN 5 3 2 1 No. 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F:703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 `a,Vun 1O1ryny, ` "fir C. Gq o No. 51936 A •. STATE OF 'rr,.ufl n,n, ADDENDUM #4 -PERMIT JUNE 25 REVISIONS 2019 ADDENDUM #3 -FIELD MAY 09 2019 COORDINATION ADDENDUM #2 - PERMIT REVISIONS ADDENDUM #1 -PERMIT REVISIONS PERMIT SET Drawing Title: Description APRIL 10 2019 MAR 05 2019 DEC 14 2018 Date KEY PLAN N LEVEL 01 -POWER FLOOR PLAN WEST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2012mB ® CrnnonDesign 2018 c E ao 0 E - a `0 c�i 3 U E o m c aL+ T N cU o � � C L 92 0 N a N Z C d 0 - o ° 0 tN 0 m N N m V O m U 0 N °cmom o C t p c N L) N ID N O¢a 3 W LIVING ROOM 101 SD E SUITE (_ DOUBLE 101B .1— 3 - 7 LJ L, SUITE DOUBLE �1Q1A 30 LEVEL 01 - SYSTEMS FLOOR PLAN EAST - NEW WORK 1 / ,E21tl. / 1/8" = T-0" N i 2 SD 3 O CL A113 DOUBLE 111 O TH! ►OLLOIMNG UFE SAFELY FEATURES SHALL BE PROVIDED ATTHETIME OF OCCUPANCY: (Amp Vf'4yF_P SYJIZA -rD LARGE MEETING A103 WAP O Al \ 6 / X sD I wAP I LOBBY 1 '� L-1 I I � Li_ DO NOT INSTALL FIRE ALARM PER THIS DRAWINGI BEFORE INSTALLATION FIRE ALARM CONTRACTOR'S WORKING PLANS SHALL BE SUBMITTED FOR PERMIT APPROVAL TO MIAMI-DADE COUNTY FIRE DI►ARTMINT LARGE MEETING A103 WAP O Al \ 6 / X sD I wAP I LOBBY 1 '� L-1 I I � Li_ DO NOT INSTALL FIRE ALARM PER THIS DRAWINGI BEFORE INSTALLATION FIRE ALARM CONTRACTOR'S WORKING PLANS SHALL BE SUBMITTED FOR PERMIT APPROVAL TO MIAMI-DADE COUNTY FIRE DI►ARTMINT GENERAL PLAN NOTES A. CONTRACTOR SHALL WALK AND TEST FIRE ALARM SYSTEM BEFORE CONTRUCTION STARTS TO PROVE A NORMAL FUNCTIONING SYSTEM. THE SYSTEMS WILL THEN BE HANDED OVER TO THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE TO HAVE A LICENSED FIRE ALARM SUB CONTRACTOR TO WORK ON, REMOVE, RE -INSTALL AND REPLACE DEVICES. DURING THE DEMO PROCESS, THE CONTRACTOR WILL BE REQUIRED TO COVER AND PROTECT ALL FIE ALARM DEVICES FOR RE -USE. B. IF DEVICES ARE ADDED, DEVICES SHALL BE OF SAME MANUFACTURER AND TYPE. PROVIDE WITH ALL THE NECCESSARY NEW DRAWINGS AND SUPPORTING DOCUMENTS, INCLUDING BATTERY CALCULATIONS. PROVIDE ADDITIONAL BATTERY CAPACITYY IF REQUIRED. C. UPON COMPLETION OF CONTRUCTION CONTRACTOR SHALL RECERTIFY FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. D. AT ALL NEW DATA AND WAP LOCATIONS PROVIDE CATEGORY 6 CABLES OR HIGHER. E. SEE DETAIL 5/E6001 FOR ROUGH -IN OF ALL DATA AND WAP OUTLETS. PLAN NOTES (1� SYSTEM DEVICES AND FIRE ALARM DEVICES RECESSED FLUSH INTO FURRED OUT WALL. EXTEND CONDUIT, CONDUCTORS AND CABLES AS REQUIRED. 2J VERIFY AND COORDINATE CEILING MOUNTED WAP LOCATION WITH OWNER AND ARCHITECT AND CEILING VENDOR PRIOR TO ROUGH -IN. C33� SEE ROOM 104 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. `4 j SEE ROOM 106 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. �5 EXISTING FIRE ALARM DEVICE TO BE RELOCATED AS REQUIRED. VIDEO/AUDIO A.I. PHONE STATION WITH DOOR RELEASE AT FRONT DOOR FROM RECEPTION DESK. CONNECT TO CIRCUIT X-Y. 7 j REMOTE DOOR RELEASE AT HALLWAY DOOR FROM RECEPTION DESK. CONNECT TO CIRCUIT X-Y. `8 j FIRE SUPRESSION SYSTEM AT HOOD TO BE MONITORED BY FIRE ALARM SYSTEM VIA RELAY. REINSTALL EXISTING CAMERA IN EXPOSED CEILING AS REQUIRED. rli � q � O� 4 Barry University WEBER HALL RENOVATION mc X� t 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 J L R D .... JOHNSON,L%ONS(,)M,•, .• RAGAN, DAULLA, I\lr; ` ••••:• C 0 N 4 t)L"T 1 N G.&.N C; I N E' E RS 1450 Centrepark 158ak4rd, Sturew ' West Palm Beach"PL• r38401 • • • • • (561) 689.2303�06049.2301.F, R%. � •"• • www.jH-a6�"m •••••• o Certification Number 3059 r. Charles C. Gablaman, P-E. 51936:....: Keith E. Lorinos, P.E: 7:1794 ' JLRD Project No. 118028 CANVONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 ' No. 51936 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN () N Drawing Title: LEVEL 01 - SYSTEMS FLOOR PLAN EAST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2013mA CannonDesign 2018 SINGLE € # �4] e 1 2LE 42 2LE-38 r j O L CORRIDOR C200 TYPICAL SINGLE TYPICAL DOUBLE _ EI is I i' -nL F FV1E:VV I APPR i € 2.7 2.6- 2.6 2A '2.1 1.8 1.5`'1-1.1 -1.1 '9.9 -1.1 '1.2 '1.5 -1.7- 2.0 2.1 -2.1 1.9 A.7,-1.4 1.2 '1.1 CQRI.IP@. '1.o '1.1 '1.2 '1.4 '1.7 1.9 2.1 11 -1.9. -1.6 1. 2 2 1.1 .1.0 9.0 '9.0 '1.0 '1.1 1.3 `1.5 `1.8 2.0^:'2.3�12 - 6 2.5 C201_ �J� ` AJ 2 X is 3 A '3 19 2.5 2.1 '1.7 1.4 '9.2 41.1 '1.1 1.2 1.4 1.6 ; O 2.4 16: 2.5 2.3 1:9 1.6 1.3 "11 1. ` 1.0 1.0 '1.1 1.3 '1.6 19 '23 2.8 '2fi 2.3 1.9 `1.6 9:3 ' 1 1,0 '1A '1.0�1.1 9.2 1A '1.6 0 2.42 "{7 2.8 �.8 3.2 3.3 3.4 3,3 3:0 1�' (F41 +9,_0„ `F8 FB �FS F8 �F8� F8 .. ( a za 't.5 +.m 1,8 11 12 14 1.7 26 2.1 16 1.3i 10 1.9 13 1' 2.6 '21 16 1.3��.1--0.4-�• i 0 11 13 17 t. $R 29 40 4��.3 '3.8. , ! ,.. ...._:. u ,: - _...._....I ...._.m_.. ......._., .y ..®_._.......m... a ....� _ " " _" nz 5.2 5.4 7`'•• _ r ��',_.. 's ��i 4LE-44 _ Al a tsi� :. ( ii �l I i`'6.3 .6'5.7�!P!VISED SINGLESINGLE SINGLE SINGLE SINGLE SINGLE 5.7 s:o 5:a=SINGLE o ' 3: __ o ;[ e11L�1 S L207 E 209 211 213 215 217 [21] js as m.9 44€ MtliH 2LE-42 2LE-42 2LE-42 2LE-42 2LE-42 2LE-42 2LE 4211 .17 LOUNGE 'O �4_) �4 �4 4� A209 o � 5 � IL e APPROVED ¢ MIAMI•DADE 00U FIRE DCPARTMCtdT '.., BLDG. PERMIT_ FIRE LARM ROOF FIRE SUPPRE$SI � ` WATE IN EXT. R-1 n /. _ LEVEL 02 - LIGHTING FLOOR PLAN EAST - NEW WORK 1/8" = 1'-01. GENERAL PLAN NOTES A. CONTRACTOR TO VERIFY FIXTURE TYPES WITH OWNER AND ARCHITECT PRIOR TO ROUGH -IN. PLAN NOTES J CONNECT EXIT LIGHT TO CIRCUIT'2LE-48' UNSWITCHED. 2J CONNECT CORRIDOR LIGHTING FIXTURES TO CIRCUIT'2LE-46' VIA LIGHTING CONTROL PANEL. 33 SEE ROOM 216 FOR TYPICAL LIGHTING FIXTURE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. SEE ROOM 222 FOR TYPICAL LIGHTING FIXTURE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. CONNECT EXISTING LIGHTING FIXTURES IN THIS AREA TO CIRCUIT INDICATED. UNI s Q 1940 Barry University WEBER HALL RENOVATION 2101 N. • - 0 Fort Lauderdale, •uw• CO N`: 771-1 1" y Nt L'A 1450 Cenrrepark T.icmza Spite �'54 • •. rd, West Palm [3eatii, i=^u..,:3401 •..•� ' (561) 689.2303 - $61' 689-2302�F�k • • • • • wu�u.,1"c Via: c.,Com - �' •u••• Certification Number 5059 ..w��• Charles C. Gableman, P.E. 51936ow•w•; Keith E. Lorinos, P.E. r3734 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 g G. Gq� No. 51936 = !, o STATE OF wgol 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: LEVEL 02 - LIGHTING FLOOR PLAN EAST- NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2021 mA 0 CannaiDesign 2018 c E O o = O 0 E L p '3 0 o U O E c � o N O C wT c c � o@U c t 0. a2 0 N z=� a 4 o M mO,ON N Z N V 0 N c = 0)°c.".,om o C t p c N N 0 Q 3 10 $2 15 DATA 2-3 ', F4 9 CLOSET �� SINGLE 2.3 2.7 �0 A2021 E232 j za 76 '" 50 7 2LW 40 .... 2.2 2.4 'i.4 Al-1.3 2 CL J 2.3 ° s ^�2 2 i A203 4204 r n a�5 5 X x 2 1 ''1k 1.5 1.5 1.6 1.7 1.6 �5 1A �'1.3 '1/ _ 1.3 22'1: 9.2 1 s'3 3 '3.0/ 2W ox 4.6 1.8 '1.9 1.9 1.9 1.7 1.5 -1.4 1.2 .4 1�... 3.9 "4.0 4/2 \I3 38 '2.8 15 '1.6. F8 U 42.2 21 '2.0 1.7 1.5 '1A F8 1.3;,*V s.2 '5.42 I: Al .3 5.5 � '6.3.6 '5.7 SINGLE ! '5.7 LL'6.0 1S.3p 2z i €� a6 °a.9 4A 2LW-42 4 3.5 3.7 3.4 e�i I ROOF R-1 { _.I CI_ II $ GLtH A206 42086� A207 2LW 44 F=L ' '! G 3<Ei ,,. t ' SINGLE SINGLE _ SINGLE- ,SINGLE SINGLE SINGLE , ., 'SINGLE 1 € - ; 235 237 239 241 243 231 233 , ., 2LncW-42 2LiWll42 .,2LW 42D 7_.�2LW-42 2LW-42 2LiW1 42 2L(�W 4, 2 4) nLOUNGE 8�0 I -� LEVEL 02 - LIGHTING FLOOR PLAN WEST - NEW WORK (1)/ N A7. '5.7 8.3 t I 1At 1 2 i 1 Al) '1 { Al Al _ 2 ® X W1 ..23.0 2LW-42 Q O U i ? w_ _ .__.__- SINGLE O l o O „I / 2 ` 247 0 2LW-38 o ; n 0 € o 3 -[RIC.AL RF_VIEVJ,,�i rE REVISED S ��� MDFR APPROVED FIRE: DEP ARTMENT TMENT - COUN' MIAMI UAbE ,YY BLDG. PERMIT EAIARM ESUPPRESSION_ , WATE N�}INEXT. TE:�1L�L! L By.. T�7� GENERAL PLAN NOTES A. CONTRACTOR TO VERIFY FIXTURE TYPES WITH OWNER AND ARCHITECT PRIOR TO ROUGH -IN. PLAN NOTES CONNECT EXIT LIGHT TO CIRCUIT'2LW-48' UNSWITCHED. J CONNECT CORRIDOR LIGHTING FIXTURES TO CIRCUIT'2LW-46' VIA LIGHTING CONTROL PANEL. C) SEE ROOM 216 ON SHEET E2021.A FOR TYPICAL LIGHTING FIXTURE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. nSEE ROOM 222 ON SHEET E2021.A FOR TYPICAL LIGHTING FIXTURE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. / 5 CONNECT EXISTING LIGHTING FIXTURES IN THIS AREA TO CIRCUIT INDICATED. Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 11 Fort Lauderdale, J03iNSO ,I P[ N-�( ,-` RAGAN, J\-C.- 1450Centrapacl:£ 1'evard,ciaire:i7i' West Palm beidh, = `_-:'3401 - - - - - - (561)689-2303' 150 n89 23G2 Ffr x wunu.IzjjrcQom- Certification Nuinber 6059 Charles C. Gab!erran, P.E. 51936_ Keith E. Lorinos, P.E. 73734 JLRD Project No. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F:703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 o �E.. co N No.51936 STATE OF `vv ��'dfy , UIpuP1�?dk1`*1� 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 -PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN e N Drawing Title: LEVEL 02 - LIGHTING FLOOR PLAN WEST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2021 mB CannonDesign 2018 DN c CO E ao a) 0 0 L O E '3 0 0 U °o o u,oc C ME T t0 C a � U c s COH .a O N p Z:? co Q N c� - n 0 � 0 M 0 U 0 Q N c 0 W rn o W c �N„ o (6 o p Umm� r; N 2.3 - CO7 DOUBLE 203(,3) a=2LE-9 b=2LE-11 DOUBLE 202 30 a=2LE-5 b=2LE-7 DOUBLE 201 3 a=2LE-1 b=2LE-3 2LE-37 tl i I 2LE-35 N SINGLE 230 20 a=2LS-2 DOUBLE 228 3 a=2LS-4 b=2LS-6 14 DOUBLE 226 03 a=2LS-8 b=2LS-10 Tg 2-1 B DOUBLE 224 O3 a=2LS-12 b=2LS-14 J I — CORRIDOR C202 ---- ..' EF -1 TYPICAL F1 L -1 ----= SINGLE SINGLE 222 a � a=2LS 16 TM a� 3 TYPICAL `3 w _a� __ _ 2LS-22 DOUBLE TB J L 2 A ,� DOUBLE \ ® EF ® 220 J L FF 2 8 _... DOUBLE DOUBLE i, 27 _ b t a=2LS-18 �� - 212 3 214 CL b DOUBLE EF', b=2LS-20 I� �216.. b SINGLE _ a=2LE-16 a=2LE-20 b=2LE-18 b=2LE-22 a a=2LE-24 STAIRS 218 2 r b-2LE-26 _ a=2LE-28 • - - CL - G I L... a FA2W h.i I -qP_ �.. 2LS-22 s --- ELE F.RCAL REVIEVIl 5 I TB C RRIDOR __. GFI TB TB *TB 2-1H C201 21G 2LE-39 5 2-1C 1 AP PEA 1'VT ° m �ATF O .T2LE-rr---h 02LE-33 ®Z�\ r 11:1 2\ LEVEL 02 - POWER FLOOR PLAN EAST - NEW WORK `5 1/8" = V-0" ROOF R-1 L L2 GENERAL PLAN NOTES A. FIELD VERIFY ALL EXISITNG CIRCUITS TO BE REUSED PRIOR TO ROUGH -IN. B. SEE LIFE SAFTY PLANS AND DETAILS 1 AND 2 ON SHEET E6001 FOR FIRE RATED WALL CONDUIT PENETRATION REQUIREMENTS. PLAN NOTES RECEPTACLES MOUNTED FLUSH WITH FURRED OUT WALL. EXTEND CONDUIT AND CONDUCTORS AS REQUIRED. SEE ROOM 222 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. 3) SEE ROOM 216 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. C4 REPLACE EXISTING RECEPTACLES WITH NEW AND CONNECT TO CIRCUIT INDICATED. 50 CIRCUIT MECHANICAL DAMPERS TO CIRCUIT'2LE-50' VIA 3/4"C-2#12, 1#12G. COORDINATE QUANTITY AND LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. UEMS CONTROL PANEL. CONNECT TO CIRCUIT'2LE-52'. 7 120V POWER OUTLET FOR TRAP PRIMER CONNECTED TO CIRCUIT TLE-54'. COORDINATE ELECTRICAL REQUIREMENTS WITH DIVISION 22 PRIOR TO ROUGH -IN. � q 4 Barry University WEBER HALL RENOVATION J JOHNSON, LMNSO N, RAGAN, DAVI", kXX( , c':.f)SJSt3 L�1. Pv > kNGkR4L'Ri5 •�•®.• 1450CentreparkBoulevard,.ttite.35D West Palm ITc.Rch T-L 33401" """ (561)6892303^L5(ji)689-2302Fix ;•...: utiuw 7n'dn -a>m _ - - Certification Number 6059 ••..• Charles C. Gatsleman, w.E.5193,&00:6 Keith E. Lormos, P.E. 13794 •, JLRD FrojPct No 118028 dm Yer CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T:703.907.2300 F:703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 V ' No. 51936 - o STATE OF ' 5 ADDENDUM 94 - PERMIT JUNE 25 REVISIONS 2019 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 PERMIT SET DEC 14 2018 No. Description Date KEY PLAN O N Drawing Title: LEVEL 02 - POWER FLOOR PLAN EAST- NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2022mA 0 CannonDesign 2018 @ o E ao m � o 0 E E : o �3U E o y o c T c r c � W o N N Z _ C 6 � o C - N o N C r O N ct o`.c U �dz O¢a3 M m N LO 6 0) 0 N N ILI a LEVEL 02 - POWER FLOOR PLAN WEST - NEW WORK �J 1/8" = 1'-0° �2 / �� REVIEVV I GENERAL PLAN NOTES A. FIELD VERIFY ALL EXISITNG CIRCUITS TO BE REUSED PRIOR TO ROUGH -IN. B. SEE LIFE SAFTY PLANS AND DETAILS 1 AND 2 ON SHEET E6001 FOR FIRE RATED WALL CONDUIT PENETRATION REQUIREMENTS. PLAN NOTES 7J RECEPTACLES MOUNTED FLUSH WITH FURRED OUT WALL. EXTEND CONDUIT AND CONDUCTORS AS REQUIRED. C2C SEE ROOM 222 ON SHEET A2022.A FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. 30 SEE ROOM 216 ON SHEET E2022A FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. D4 PANEL'2MW'. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH -IN. PANEL'2ME'. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH -IN. C! PANEL'2LS'. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH -IN. C7) REPLACE EXISTING RECEPTACLES WITH NEW AND CONNECT TO CIRCUIT INDICATED. �J LIGHTING CONTROL PANEL. CIRCUIT MECHANICAL DAMPERS TO CIRCUIT'2LW-50' \9J VIA 3/4"C-2#12, 1#12G. COORDINATE QUANTITY AND LOCATION WITH MECHANICAL CONTRACTOR PRIOR 10 EMS CONTROL PANEL. CONNECT TO CIRCUIT'2LW-52'. (J 120V POWER OUTLET FOR TRAP PRIMER CONNECTED TO CIRCUIT'2LW-54'. COORDINATE ELECTRICAL REQUIREMENTS WITH DIVISION 22 PRIOR TO ROUGH -IN. AjNly 44 \s rV._� Eli Barry University WEBER HALL RENOVATION mc)ss 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 t JOHNSON, LEVINSON, RAGAN, DAVILA; NT.. i J N S U L`1 P Nd•£N G;S }A �i�°RS •••••s 1450Cenrea� ulevax§,S4rg50 ••••:• West Palm Bewf' , FL 33401' (5(,7} 68&2303 � (561) 689-2302 Pax :.... I <�.jlydiracom - .. .. Certificat,"m Number 60F9 Charles C. Gableman, P.E. 5193C Keith E. Lorinos, P.E. 73794 JLRD Projec: No. 118028 CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 c No. 51936 STATE OF •'cCOR10PG���� NM_ �� 5 ADDENDUM #4 - PERMIT REVISIONS 2 ADDENDUM #2 - PERMIT REVISIONS PERMIT SET No. Description IN JUNE 25 2019 APRIL 10 2019 DEC 14 2018 Date KEY PLAN e N Drawing Title: LEVEL 02 - POWER FLOOR PLAN WEST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL 0 CmmnDwign 2018 o c Eno 5 m Eta 0 03U .°oEc 0 u,oc y T � cU `o� =z o N N Z = c d 0 0 0 m 0 a fD V 0 N C C W C 42 0 m o C = I N U md�5 � N O¢a`3 0 TYPICAL SINGLE TYPICAL DOUBLE DOUBLE .- C ' DOUBLE �.. 210 DOUBLE DOUBLE F212 214 SINGLE �I r SINGLE O O O v DOUBLE STAIRS 218 208 i 216 1 52-2FF O ( i ...._ SOD _ �..� �. SINGLE 204 DOUBLE 203 O DOUBLE 202 DOUBLE F2011]. //01 , O m SINGLE 207 02 SINGLE 209 O SINGLE 211 2 LEVEL 02 - SYSTEMS FLOOR PLAN EAST - NEW WORK 110 = -1 _u SINGLE 230 O DOUBLE 228 O DOUBLE 226 O DOUBLE 224 0 C j I SINGLE 222 DOUBLE 220— CL A201 & O O <SD SINGLE 219 ROOF R-1 -REV L CZ 'CALPE'J L1N Ar Ta r;ATE, - /ygyy yjf� . GENERAL PLAN NOTES A. CONTRACTOR SHALL WALK AND TEST FIRE ALARM SYSTEM BEFORE CONTRUCTION STARTS TO PROVE A NORMAL FUNCTIONING SYSTEM. THE SYSTEMS WILL THEN BE HANDED OVER TO THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE TO HAVE A LICENSED FIRE ALARM SUB CONTRACTOR TO WORK ON, REMOVE, RE -INSTALL AND REPLACE DEVICES. DURING THE DEMO PROCESS, THE CONTRACTOR WILL BE REQUIRED TO COVER AND PROTECT ALL FIE ALARM DEVICES FOR RE -USE. B. IF DEVICES ARE ADDED, DEVICES SHALL BE OF SAME MANUFACTURER AND TYPE. PROVIDE WITH ALL THE NECCESSARY NEW DRAWINGS AND SUPPORTING DOCUMENTS, INCLUDING BATTERY CALCULATIONS. PROVIDE ADDITIONAL BATTERY CAPACITYY IF REQUIRED. C. UPON COMPLETION OF CONTRUCTION CONTRACTOR SHALL RECERTIFY FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. D. AT ALL NEW DATA AND WAP LOCATIONS PROVIDE CATEGORY 6 CABLES OR HIGHER. E. SEE DETAIL 5/E6001 FOR ROUGH -IN OF ALL DATAAND WAP OUTLETS. PLAN NOTES �ji SYSTEM DEVICES AND FIRE ALARM DEVICES RECESSED FLUSH INTO FURRED OUT WALL. EXTEND CONDUIT, CONDUCTORS AND CABLES AS REQUIRED. �) SEE ROOM 222 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. l 3) SEE ROOM 216 FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN, Barry University WEBER HALL RENOVATION `t 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 JOHNSON, LEVTNSON, RAGAN. DAV I LA:, 7*.'��4, cc�-rlsur��y�a �t1�c;rvfE:�zs 1450 Centre &,Rr. Ievard", Haim io WestPatm Bea4 FL 33401 (561) 689.230' - (�61) 689.2;?02 Fax wmwjlydmrxor - - _- Certificatic,raTJumber 60E9 Charles C. Cahleman, P.F. 51936 •• Keith E. Lorines, P.F. 73794 ....;. JLRD PrnleclNo. 118028 CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 "",p....nu^.,n, = No.51936 N STATE OF oY 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN 6 N Drawing Title: LEVEL 02 - SYSTEMS FLOOR PLAN EAST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2023mA 0 CannonDesign 2018 m c Eno 0 EEn c�i 3 U €o w 'O c c 1p omU � c t Q-o t- N Z iE N cc c a - o d a 0 N 0 o U C w O N c a c 9 O N N U' 0 Q a 3 N 0 i0 q N O) O N (O N T." LEVEL 02 - SYSTEMS FLOOR PLAN WEST - NEW WORK 1/8" = 1'-0" ( CAL REVIEVV.2j5i11$4�y�g D WE� DO NOT INSTALL FIRE ALARM PER THIS DRAWINGI r iuT&LASION FIRE ALARM CONTRACTOR'S WORKING PLANS $HALL at SUBMITTED FOR PERMIT APPROVAL TO MIAMHMOE "UNTY FIRE GENERAL PLAN NOTES A. CONTRACTOR SHALL WALK AND TEST FIRE ALARM SYSTEM BEFORE CONTRUCTION STARTS TO PROVE A NORMAL FUNCTIONING SYSTEM. THE SYSTEMS WILL THEN BE HANDED OVER TO THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE TO HAVE A LICENSED FIRE ALARM SUB CONTRACTOR TO WORK ON, REMOVE, RE -INSTALL AND REPLACE DEVICES. DURING THE DEMO PROCESS, THE CONTRACTOR WILL BE REQUIRED TO COVER AND PROTECT ALL FIE ALARM DEVICES FOR RE -USE. B. IF DEVICES ARE ADDED, DEVICES SHALL BE OF SAME MANUFACTURER AND TYPE. PROVIDE WITH ALL THE NECCESSARY NEW DRAWINGS AND SUPPORTING DOCUMENTS, INCLUDING BATTERY CALCULATIONS. PROVIDE ADDITIONAL BATTERY CAPACITYY IF REQUIRED. C. UPON COMPLETION OF CONTRUCTION CONTRACTOR SHALL RECERTIFY FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. D. AT ALL NEW DATA AND WAP LOCATIONS PROVIDE CATEGORY 6 CABLES OR HIGHER. E. SEE DETAIL 5/E6001 FOR ROUGH -IN OF ALL DATA AND WAP OUTLETS. PLAN NOTES CSYSTEM DEVICES AND FIRE ALARM DEVICES RECESSED FLUSH INTO FURRED OUT WALL. EXTEND CONDUIT, CONDUCTORS AND CABLES AS REQUIRED. SEE ROOM 222 ON SHEET E2022A FOR TYPICAL \ \ J RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. 3 ) SEE ROOM 216 ON SHEET A2022.A FOR TYPICAL RECEPTACLE MOUNTING LOCATION. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. i y0~ It* 1940'� � Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 JOHNSON, LEVINS.Q.1., RAGAN,+L>AVILA,* '"! CONSULTfUe Ip•NGIN=€kt+ti ....ee 1.450CentrepaA+t"evard,StiRe$50 •• West Palm Beady, F•L•33401 + (561) 689-2303• (564) 689.2�W Far: www.j'rJLs 'a)m _ • Certification_Number6051P ••'•• Charles C. Ga31e;Taan, P.E. 51936 .® Keith E. Lorinos, P.E. 73794 •..d JLRD Pro;oct No. 1.18028 :..... CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 uui o r nnn F •. No. 51936 STATE OF ' F� O R Fss�RMAI 5 ADDENDUM #4 - PERMIT REVISIONS 2 ADDENDUM #2 - PERMIT REVISIONS PERMIT SET No. Description Drawing Title: L 0 JUNE 25 2019 APRIL 10 2019 DEC 14 2018 Date KEY PLAN e N LEVEL 02 - SYSTEMS FLOOR PLAN WEST - NEW WORK Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E2023mB @ CannonDesign 2018 3\ /\ Sao Egm a 0 c�i 3 U €o m o c c C L nv H O N N Z = C d C' � O NO o, o N m o v 0 0 8 O N =� C N O N C, O C L O C N U C N g �Qm ?i LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER LUMENNORMALLED WATTS TYPE OF FIXTURE MOUNTING VOLTS NOTES REC SUR. SUS Al 4000LM LED 4000K 1'x4' s 120 NOTE 2 LITHONIA STL440L EZ1 LP840 E10WLCP A2 4000LMLED 4000K 2.x21 + 120 NOTE 2 LITHONIA EPANL 2X2 4000LM SOCRI 40K MIN10120 ETZ E10WCP E LED 2W BATTERY BACKUP ® 120 NOTE 3 LITHONIA ELM4L-SDRT F 5000/38 4000K LED STRIP LIGHT 0 120 LITHONIA ZL1N L48 5000LM FST MVOLT 40K 80CRI WH WGZ48 F4 LED 3500K INDIRECT WALL 0 120 PEERLESS CRW7L LLP 4FT MSL4 80 CRI 35K 150OLMF DARK ZT 120V SCT C110 F8 LED 3500K INDIRECT WALL 0 120 NOTE 2 PEERLESS CRW7L LLP 8FT MSL8 80 CRI 35K 150OLMF DARK ZT 120V SCT C110 L 1500/19 4000K DOWN LIGHT ® 120 NOTE 2 LITHONIA EVO 40/15 6AR MWD LD MVOLT EZ1 T 4000LM LED 4000K 1'x4' ® 120 NOTE 2 LITHONIA STL440L EZ1 LP840 E10WLCP X LITHONIA UNIVERSAL LED EXIT ® 120 NOTE 1 NOTES: 1. PROVIDE WITH SELF DIAGNOSTICS AND INTEGRAL CADNIUM BATTERY. 2. PROVIDE WITH BATTERY BACKUP WHERE INDICATED ON PLANS. 3. PROVIDE FIXTURE WITH SELF DIAGNOSTICS AND BATTERY TESTING. /2\ DISCONNECT SWITCH SCHEDULE NO. SWITCH/FUSE VOLTAGE LOCATION CIR NO. CONDUIT/CONDUCTOR ENCL. TYPE REMARKS ECB-WH-1 800AF/3P/800ADEF 120/208V FPL VAULT FPL SEE ONE -LINE DIAGRAM NEMA 4X-SS ECB, ECB-WH-2 400AF/3P/350ADEF 277/480V FPL VAULT T-WH-1 SEE ONE -LINE DIAGRAM NEMA4X-SS ECB, , GB ECB-WH-3 400AF/3P/350ADEF 277/480V WEBER BASEMENT ECB-WH-2 SEE ONE -LINE DIAGRAM NEMA 1 ECB, SN, GB DSBCU-1 30AF/3P/4ADEF 208V BCU-1 1LE-49,51,52 3/4"C-3#12, 1#12G NEMA 1 DSBCU-2 30AF/3P/4ADEF 208V BCU-2 1LE-55,57,59 3/4"C-3#12, 1#12G NEMA 1 DSBCU-3 30AF/3P/4ADEF 208V BCU-3 1LW-49,51,53 3/4"C-3#12, 1#12G NEMA 1 DSFCU1-1 30AF/3P/8ADEF 208V FCU1-1 1LE-61,63,65 3/4"C-3#12, 1#12G NEMA 1 DSFCU1-2 30AF/3P/8ADEF 208V FCU1-2 1LE-67,69,71 3/4"C-3#12, 1#12G NEMA 1 DSFCU13 30AF/3P/8ADEF 208V FCU1-3 1LW55,57,59 3/4"C-3#12, 1#12G NEMA 1 * PROVIDE AUXILARY SET OF CONTACTS FOR ELEVATOR BATTERY LOWERING CIRCUIT. COORDINATE CONDUCTORS AS WELL AS BREAKER DISCONNECT OCP RATINGS WITH ACTUAL ELEVATOR EQUIPMENT VENDOR, ADJUST SIZES AS REQUIRED. * PROVIDED BY MECHANICAL ** PROVIDE SWITCH CONTACTS FOR INTERLOCK OF VFD TO SIGNAL LOSS OF LOAD UPON DISCONNECT ACTIVATION **** PROVIDE TIME CLOCK FOR CONTROL ***** PROVIDE WITH LUGS FOR LIGHTNING ARRESTOR CONNECTION ECB ENCLOSED CIRCUIT BREAKER SN SOLID NEUTRAL O PROVIDE WATER HEATER TIMER CONTROLLER FOR SERVICE ON/OFF CONTROL. EXHAUST FAN SCHEDULE NO. /WATTS VOLTAGE LOCATION CIR NO. CONDUIT & W IRE MOUNTING DISCONNECT INTERLOCK REMARKS EF 1-1 80W 120WlPH SEE PLAN 1LE-28 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 1-3A 1 52W 120V/1PH SEE PLAN 1 LE-28 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 1-3B 52W 120WlPH SEE PLAN 1LE-28 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. 1 - EF 1-6A 52W 120V/1 PH SEE PLAN lLW-30 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 1-6B 52W 120V11PH SEE PLAN iLW-30 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. 1 4 1 H E LA 2- # 12 IL G C E E EF 2-2 48W 120V/1 PH SEE PLAN 2LS-21 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-3 48W 120V/1 PH SEE PLAN 2LS-21 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-4 48W 120V/1 PH SEE PLAN 2LS-23 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-5 48W 120V/1 PH SEE PLAN 2LS-23 3/4"C-2#12, 1#1213 CEILING BY MECH. SEE MECH. EF 2-6 48W 120V/1 PH SEE PLAN 2LS-23 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-7 48W 120WI PH SEE PLAN 2LS-23 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-8 48W 120WIPH SEE PLAN 2LS-23 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-9 48W 120V/1 PH SEE PLAN 2LS-21 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-10 48W 120V/1 PH SEE PLAN 2LS-21 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-11 48W 120V/1PH SEE PLAN 2LS-21 3/4"C-2#12, 1#12G CEILING BY MECH: SEE MECH. EF 2-12 48W 120V11 PH SEE PLAN 2LS-21 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-13 48W 120V/1 PH SEE PLAN 2LS-24 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-14 48W 120V/1 PH SEE PLAN 2LS-24 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-15 48W 120V/1 PH SEE PLAN 2LS-24 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-16 48W 120V/1 PH SEE PLAN 2LS-24 3/4"G2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-17 48W 120V/1 PH SEE PLAN 2LS-24 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2- 88 48W 120V/1PH SEE PLAN 2LS-33 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-19 48W 120V/1 PH SEE PLAN 2LS-31 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-20 48W 120V/1 PH SEE PLAN 2LS-31 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-21 48W 120V/1 PH SEE PLAN 2LS-31 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-22 48W 120V/1 PH SEE PLAN 2LS-31 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-23 48W 120WlPH SEE PLAN 2LS-31 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-24 48W 120V/1PH SEE PLAN 2LS-31 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-25 48W 120V/1 PH SEE PLAN 2LS-33 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-26 48W 120V/1 PH SEE PLAN 2LS-33 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-27 48W 120V/1 PH SEE PLAN 2LS-33 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-28 48W 120V/1 PH SEE PLAN 2LS-33 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-29 48W 120V/1 PH SEE PLAN 2LS-33 3/4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. EF 2-30 48W 120V/1 PH SEE PLAN 2LS-33 3l4"C-2#12, 1#12G CEILING BY MECH. SEE MECH. KEF1-2 0.33 120V/1 PH SEE PLAN G-17 3/4"C-2#12, 1#12G ROOF BY MECH. SEE MECH. SF1-2 1.0 120WlPH SEE PLAN G-19 3/4"C-2#10, 1#10G INLINE BY MECH. SEE MECH. SEE MECHANICAL FLOOR PLANS FOR LOCATIONS AND DESCRIPTION OF EQUIPMENT. COORDINATE EXACT LOCATION WITH DIVISION 23. - V.A.V. TERMINAL BOX SCHEDULE NO. VOLTAGE FAN H.P. KW CIR NO. CONDUIT/COND. NOTES TB 1-1A 277V/1 PH N/A 1.0 BME-2 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-113 277V/1 PH N/A 1.0 BME4 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-1C 277V/1 PH N/A 1.0 SME-6 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-1D 277V/1 PH N/A 3.0 BME-8 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-1E 277V/1 PH N/A 2.0 BME-10 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-1F 277V/1 PH N/A 2.0 BME-12 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR_ TB 2-1A 277V/1 PH N/A 2.5 2ME-1 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB2-1B 277V/1 PH N/A 2.5 2ME-3 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB2-1C 277V/1 PH N/A 1.0 2ME-5 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-1D 277V/1 PH N/A 1.5 2ME-7 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-1E 277V/1 PH N/A 1.5 2ME-9 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-1F 277V/1 PH N/A A 1.0 2ME-11 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-1G 277V/1 PH N/A 1.5 2ME-2 3/4"C-2#12,1#12G DISC. SWITCH BY MECH, CONTRACTOR TB 2-3A 277V/1 PH N/A 1.5 2ME-8 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-313 277V/1 PH N/A 1.5 2ME-10 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-3C I 277V/1 PH N/A 1.5 2ME-12 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR /5 TB 1-26 277V/1 PH N/A 1.0 BMW-4 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-2C 277V/1 PH N/A 1.0 BMW-6 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-2D 277V/1 PH N/A 3.0 BMW-8 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-2E 277V/1 PH N/A 2.5 BMW-10 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 1-21F 277V/1 PH N/A 2.5 BMW-12 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR 3/4"C-2#12,1#12G TB 2-2A 277V/1 PH N/A 2.5 2MW-1 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-26 277V/1 PH N/A 1.5 2MW3 3/4"G2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-2C 277V/1 PH N/A 1.0 2MW-5 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-21) 277V/1 PH N/A 1.5A 2MW-7 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-21E 277V/1 PH NIA I 1. 2MW-9 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-2F 277V/1 PH N/A 1.0 2MW-11 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-213 277V/1PH N/A 2.5 2MW-2 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 2-4A 277V/1 PH N/A 2.5 2MW-8 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR TB 24B 277V/1PH N/A 2.5 2MW-10 3/4"C-2#12,1#12G DISC. SWITCH BY MECH. CONTRACTOR 5 MOTOR STARTERWVFD SCHEDULE NO. SWITCH/FUSE VOLTAGE LOCATION HP42ME-37,39,41 NO. CONDUIT/CONDUCTOR STARTER APE' REMARKS MSAHUI-1 30A/3P/20ADEF 480V/3PH AHU1-1 3/4"C-3#12,1#12G NEMA 1 NEMA1 MSAHU1-2 30A/3P/ZOADEF 480V/3PH AHU1-2 ,3,5 3/4"C-3#12,1#12G NEMA 1 NEMA1 MSAHU2-1 30A/3P/20ADEF 480V/3PH AHU2-1 j75j,3,5 ,9,11 3/4"C-3#12,1#12G NEMA 1 NEMA 1­MSA 2 0 P P H- 7, ,1 / 1,# G A MSAHU2-3 30A/3P/20ADEF 480V/3PH AHU2-3 3/4"G3#12,1#12G NEMA 1 NEMA 1 MSAHU24 30A/3P/20ADEF 480V/3PH AHU24 13 2MW-37,39,41 3/4"C-3#12.1#12G NEMA 1 NEMA 1 ` * VFD UNIT, PROVIDE WITH BYPASS TRANSFORMER SCHEDULE NO. KVA PHASE PRIMARY VOLTAGE SECONDARY VOLTAGE LOCATION NOTES T-WHA 225 3PH 208V,3PH 480V, 3PH 1 FPL PMT WEBER HALL - BASEMENT NEMA 3R, STEP-UP CONFIG. T-WH-2 150 3PH 480V, 3PH 120/208V, 3PH * INDICATES TRANSFORMER SHALL BE PROVIDED WITH 200% RATED NEUTRAL. DUCT HEATER SCHEDULE NO. KW VOLTAGE CIRCUIT CONDUIT AND WIRE DISCONNECT REMARKS EDH1-1 1.5 208WIn G-21,23 3/4"C-2#12, 1#12G BY MECHANICAL CONTRACTOR n.u.�.9 ELECThiCAL.REVIEW � l i APPROVE CJA'I t __ Z3NIIl�� ,-G Barry University Jz4volfixulm IF JCr HNSON, LEVINS"N9 RAGAN, V&ALA, •.° �°••a• C0NS0 TfNCty we iN 4+zy 1450 Centrepq& 136A16mud, Suitt 350 ' • •"' West Palm Beach, FL 33401 (561) 689.2303 *'(9611589-23t ww�.v.jlrcixrtrcom. - � • • Certification Nu6berS059 Charles C. Gaolem-an, P.E.'51936 Keith E. Lorinos, P.E. 73-r94 JLRD Project No. 1 ti8G28 CANVONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 �Qe'� ��G I=P,rg� •FZ ��''a No.51936 STATE OF 0 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018' No. Description Date KEY PLAN N Drawing Title: MISCELLANEOUS SCHEDULES Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E5001 © GannmDesign 2018 LOCATION: 1STFLOOR- KITCHEN PANELBOARD SCHEDULE EXISTING PANEL G BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES LOAD 1� BUS KVA A B C A B I C EXISTING CIRCUIT 1 20 1 2 20 1 SPARE _ EXISTING CIRCUIT 1 20 3 4 20 1 SPARE - EXISTING CIRCUIT 1 20 5 6 20 1 EXISTING CIRCUIT EXISTING CIRCUIT 1 20 7 8 20 1 EXISTING CIRCUIT _ EXISTING CIRCUIT 1 20 9 10 20 1 SPARE - EXISTING CIRCUIT 1 20 11 12 20 1 SPARE SPARE 1 20 13 14 20 1 SPARE 4 _ EXISTING CIRCUIT 1 20 15 16 20 1 SPARE 1 _ SPARE 1 1 20 17 18 20 1 SPARE T SPARE 4 1 20 19 20 20 1 SPARE 4 - SPARE 4 1 20 21 22 20 1 SPARE _ SPARE 1 1 20 23 24 20 1 EXISTING CIRCUIT EXISTING CIRCUIT 1 20 25 26 20 1 EXISTING CIRCUIT _ EXISTING CIRCUIT 1 20 27 28 40 2 EXISTING CIRCUIT EXISTING CIRCUIT 1 20 29 30 - RATED VOLTAGE: 120/208V 3 PHASE, 4 WIRE FEED IS TO BE ( )BOTTOM: (,)TOP FROM: WMDP 1 RATING IS TO BE ( )100 (e)225 ( )400 AMPS GROUND BAR IS REQUIRED ( )MAIN BREAKER AMPS (a) MAIN LUGS ONLY NEUTRAL BUS IS TO BE (®)FULL ( )DOUBLE SIZE BRANCH POLES-- ( )12 ( )24 (e)30 ( )42 HINGED DOOR WITH KEYED LATCH( )IS (e)IS NOT REQUIRED PANELBOARD IS TO BE ( ) FUSED (a) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION( )IS (e)IS NOT REQUIRED ALL BREAKERS MUST BERATED TO INTERRUPT A SHORT CIRCUIT CURRENT Isc = AMPS, SYM RMS LOCATION: ROOM # PANELBOARD SCHEDULE PANEL 1 LS BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES LOAD BUS KVA A B C A B C 0.4 EXISTING PANEL W CIRCUITS 1 20 1 2 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL'N CIRCUITS 1 20 3 4 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 5 6 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 7 8 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 9 10 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 11 12 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 13 14 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 15 16 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL'A' CIRCUITS 1 20 17 18 20 1 EXISTING PANEL'C CIRCITS 0.4 - SPARE 1 20 19 20 20 1 SPARE _ SPARE 1 20 21 22 20 1 SPARE _ SPARE 1 20 23 24 20 1 SPARE SPARE 1 20 25 26 20 1 SPARE SPARE 1 20 27 28 20 1 SPARE _ SPARE 1 20 29 30 20 1 SPARE SPARE 1 20 31 32 20 1 SPARE SPARE 1 20 33 34 20 1 SPARE SPARE 1 20 35 36 20 1 SPARE SPARE 1 20 37 38 20 1 SPARE SPARE 1 20 39 40 20 1 SPARE - SPARE 1 20 41 42 20 1 SPARE 0.4 EXISTING PANEL W CIRCUITS 1 20 43 44 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 45 46 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL'A' CIRCUITS 1 20 47 48 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 49 50 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL W CIRCUITS 1 20 51 52 20 1 EXISTING PANEL'C CIRCITS 0.4 0.4 EXISTING PANEL'A' CIRCUITS 1 20 53 54 20 1 EXISTING PANEL'C CIRCITS 0.4 SPARE 1 20 55 56 20 1 SPARE SPARE 1 20 57 58 20 1 SPARE _ SPARE 1 20 59 60 20 1 SPARE SPARE 1 20 61 62 20 1 SPARE SPARE 1 20 63 64 20 1 SPARE SPARE 1 20 65 66 20 1 SPARE SPARE 1 20 67 68 20 1 SPARE SPARE 1 20 69 70 20 1 SPARE SPARE 1 20 71 72 20 1 SPARE SPARE 1 20 73 74 20 1 1 SPARE SPARE 1 20 75 76 20 1 SPARE SPARE 1 20 77 78 20 1 SPARE _ SPARE 1 20 79 80 - 0 _ SPARE 1 20 81 82 30 3 TVSSSPD 0 SPARE 1 20 83 84 - 0 RATED VOLTAGE: 120/208V 3 PHASE, 4 WIRE FEED IS TO BE (e) BOTTOM: ( ) TOP FROM: MDP RATING IS TO BE ( )100 (e) 225 ( ) 400 AMPS GROUND BAR IS REQUIRED ( ) MAIN BREAKER AMPS (e) MAIN LUGS ONLY NEUTRAL BUS IS TO BE ( ) FULL (0) DOUBLE SIZE BRANCH POLES= ( ) 12 ( ) 24 ( ) 30 (e) 84 HINGED DOOR WITH KEYED LATCH (o) IS ( ) IS NOT REQUIRED PANELBOARD IS TO BE ( )FUSED(*) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION(*) IS ( ) IS NOT REQUIRED ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT Ise = 10,000 AMPS, SYM RMS 12,000 I 208 x ,I3 V = 33.3 AMPS TOTAL CONNECTED LOAD: 12.0 KVA o c S L 5m Eoo 9 & 0 c0i 3 U 0 € c v N �O C rct o N N Z O < I a)0 m " ui pa�i o cND' C d 7 p «o o C = a C N M N ©Qa 3 1O LOCATION: 1STFLOOR- KITCHEN PANELBOARD SCHEDULE REVISED PANEL G BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES LOAD BUS KVA A B C A B C EXISTING CIRCUIT 1 20 1 2 20 t REFRIGERATOR 4 EXISTING CIRCUIT 1 20 3 4 20 1 DISPOSAL EXISTING CIRCUIT 1 20 5 6 20 1 EXISTING CIRCUIT - EXISTING CIRCUIT 1 20 7 8 20 1 EXISTING CIRCUIT EXISTING CIRCUIT 1 20 9 10 20 1 SPARE - EXISTING CIRCUIT 1 20 11 12 15 1 WARMING CABINET 3 SPARE 1 20 13 14 20 1 SPARE EXISTING CIRCUIT 1 20 15 16 20 1 ICE MACHINE 1 0.5 KEF1-2 (0.33HP) 1 1 20 17 18 20 1 HOOD 1 10 1.92 SF1-2 (1HP) 3 1 30 19 20 40 2 OVEN (9.1 kW) 4.0 .75 EDH1-1 (1.5KW) 3 2 20 21 22 - 4.0 .75 - 23 24 20 1 EXISTING CIRCUIT _ EXISTING CIRCUIT 1 20 25 26 20 1 EXISTING CIRCUIT _ EXISTING CIRCUIT 1 20 27 28 40 2 EXISTING CIRCUIT - EXISTING CIRCUIT 1 20 29 30 - RATED VOLTAGE: 120/208V 3 PHASE, 4 WIRE FEED IS TO BE ( )BOTTOM: (e)TOP FROM: MDP RATING IS TO BE ( )100 (e)225 ( )400 AMPS GROUND BAR IS REQUIRED ( )MAIN BREAKER AMPS (a) MAIN LUGS ONLY NEUTRAL BUS IS TO BE (e)FULL ( )DOUBLE SIZE BRANCH POLES= ( )12 ( )24 (e)30 ( )42 HINGED DOOR WITH KEYED LATCH ( )IS (e)IS NOT REQUIRED PANELBOARD IS TO BE ( ) FUSED (a) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION ( )IS (e)IS NOT REQUIRED ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT Isc = AMPS, SYM RMS LOCATION: ROOM# PANELBOARD SCHEDULE PANEL BL BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES LOAD BUS KVA A B C A B C 0.4 RECEPTACLES 1 20 1 0.4 RECEPTACLES 1 20 3 4 20 1 EMS CONTROL PA L 0.6 0.4 RECEPTACLES 1 20 5 6 20 1 EMS CONTROL P 0.6 0.6 TRAP PRIMER OUTLET 1 20 7 0 1 0.5 RECEPTACLES 1 20 9 10 20 1 SPARE - SPARE 1 20 11 12 20 1 SPARE - SPARE 1 20 13 14 20 1 SPARE 1 SPARE 1 20 15 16 20 1 SPARE - SPARE 1 20 17 18 20 1 SPARE _ SPARE 1 20 19 20 20 1 SPARE SPARE 1 20 21 22 20 1 1 SPARE - SPARE 1 20 23 24 20 1 SPARE - SPARE 1 20 25 26 20 1 SPARE SPARE 1 20 27 28 20 1 SPARE - SPARE 1 20 29 30 20 1 SPARE - SPACE 31 32 SPACE SPACE 33 34 SPACE - - SPACE 35 36 SPACE _ SPACE 37 38 0 SPACE 39 40 30 3 TVSSSPD 0 SPACE 41 42 1 - 0 RATED VOLTAGE: 120/208V 3 PHASE, 4 WIRE FEED IS TO BE (9) BOTTOM: ( ) TOP FROM: MDP RATING IS TO BE ( ) 100 (e) 225 ( ) 400 AMPS GROUND BAR IS REQUIRED ( ) MAIN BREAKER AMPS (e) MAIN LUGS ONLY NEUTRAL BUS IS TO BE (0) FULL ( ) DOUBLE SIZE BRANCH POLES= ( ) 12 ( ) 24 ( ) 30 (a) 42 HINGED DOOR WITH KEYED LATCH (a) IS ( ) IS NOT REQUIRED PANELBOARD IS TO BE ( )FUSED(*) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION (e) IS ( ) IS NOT REQUIRED ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT Isc = 10,000 AMPS, SYM RMS I = 2,900 = 8.0 AMPS TOTAL CONNECTED LOAD: 3.0 KVA 208 x -f-3 V LOCATION: ROOM# PANELBOARD SCHEDULE PANEL ZLS BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES LOAD BUS KVA A FBC A B C 0.4 RECEPTACLES -#227 1 20 1 12 20 1 RECEPTACLES -#230 0.4 0.4 RECEPTACLES-#227 1 20 3 4 20 1 RECEPTACLES -#228 0.4 0.4 RECEPTACLES -#225 1 20 5 6 20 1 RECEPTACLES-#228 0.4 0.4 RECEPTACLES-#225 1 20 7 8 20 1 RECEPTACLES -#226 0.4 0.4 RECEPTACLES -#223 1 20 1 9 10 20 1 RECEPTACLES -#226 0.4 0.4 RECEPTACLES - #223 1 20 11 12 20 1 RECEPTACLES - #224 0.4 0.4 RECEPTACLES - #221 1 20 13 14 20 1 RECEPTACLES - #224 0.4 0.4 RECEPTACLES -#221 1 20 15 16 20 1 RECEPTACLES-#222 0.4 0.4 RECEPTACLES -#A202 1 20 17 18 20 1 RECEPTACLES -#220 0.4 0.4 RECEPTACLES -#A202 1 20 19 20 20 1 RECEPTACLES -#220 0.4 0.4 EXHAUST FANS 1 20 21 22 20 1 RECEPTACLES - CORR C202/#A201 0.5 0.3 EXHAUST FANS 1 20 23 24 20 1 EXHAUST FANS 0.3 LIGHTING - SOUTHEAST DORM RM 1 20 25 26 20 1 SPARE _ LIGHTING - SOUTHWEST DORM RM 1 20 27 28 20 1 SPARE _ . SPARE -SOUTH CORRIDOR 1 20 29 30 20 1 SPARE 0.4 EXHAUST FANS 1 20 31 32 20 1 SPARE _ 0.4 EXHAUST FANS 1 1 20 33 34 20 1 SPARE _ SPARE 1 20 35 36 20 1 SPARE SPARE 1 20 37 38 - 0 _ SPARE 1 20 39 40 30 3 TVSS-SPD 0 _ SPARE 1 20 41 42 - 0 RATED VOLTAGE: 120/208V 3 PHASE, 4 WIRE FEED IS TO BE (e) BOTTOM: ( ) TOP FROM: RATING IS TO BE ( ) 100 (0) 225 ( ) 400 AMPS GROUND BAR IS REQUIRED (a) MAIN BREAKER . AMPS ( ) MAIN LUGS ONLY NEUTRAL BUS IS TO BE (®) FULL ( ) DOUBLE SIZE BRANCH POLES= ( ) 12 ( ) 24 ( ) 30 (a) 42 HINGED DOOR WITH KEYED LATCH (®) IS ( ) IS NOT REQUIRED PANELBOARD IS TO BE ( ) FUSED (e) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION (e) IS ( ) IS NOT REQUIRED ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT Isc = 10,000 AMPS, SYM RMS 10,200 I = 208 x ,�3- V = 28.3 AMPS TOTAL CONNECTED LOAD: 10.0 KVA e J\ EL (Tn (:A-L REViEW AP w [ L�D ofE GENERAL NOTE 1. DESIGN IS BASED ON INFORMATION PROVIDED ON EXISTING PANEL SCHEDULES. CONTRACTOR SHALL FIELD VERIFY EXACT LOAD/EQUIPMENT CONNECTED TO EACH CIRCUIT. 2. EXISTING CIRCUITS SHOWN ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CIRCUITS AND MODIFY SCHEDULES AS REQUIRED. 3. ALL CIRCUIT BREAKERS NOT OTHERWISE IDENTIFIED ARE EXISTING TO REMAIN. 4. THE CONTRACTOR SHALL FURNISH COMPLETE TYPEW RITTEN PANEL BOARD SCHEDULES. PLAN NOTES O EXISTING CIRCUIT BREAKER TO BE REUSED. MODIFY LOAD AND SCHEDULE AS INDICATED. O EXISTING CIRCUIT BREAKER TO BE ABANDONED. MODIFY SCHEDULE AS INDICATED. NEW CIRCUIT BREAKER TO MATCH EXISTING. REMOVE ABANDONED BREAKER AND RELOCATE AS NEEDED OR TURN OVER TO OWNER. REVISE SCHEDULE AS INDICATED. ® REMOVE EXISTING CIRCUIT BREAKER AND TURN OVER TO OWNER. SPACE TO BE USED FOR NEW BREAKER. EXISTING REVISED G BL 2LS =A •1940.� Barry University WEBER HALL RENOVATION MC) 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 J .. D JOHNSON, LEVINSO?4- RAGAN, I3AVLA, If,40-a ••••:- 00NSULrINd•EIJGINFEM' •, •� 1450 CenYrepatk $orl'evard, Suixe 35b West Palm Beact oft° 31401 :....: (561)689-2303.46l!)U9.2301 Vax°. It www.jlydlflc•.Pnm • • m • • • •. ...... . Certification ritaLnber 665A ..... Charles C. GaVr61 inn, P.E. 51936 •, Keith E. Lonnos, P.E. 727964 JLRD Project Nt). 119302E• It fi®0• CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 %"".a, `a,uunu'q" . ,S EAB =P� v�GENSF No. 51936 N A `•, STATE OF ,Sp � r X< .fp 1W$�1 TiUti 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 3 ADDENDUM #3 - FIELD MAY 09 2019 COORDINATION 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS - PERMIT SET DEC 14 2018 No. Description Date KEY PLAN e N Drawing Title: EXISTING AND NEW PANELBOARDS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E5004 * CannonDesign 2018 A LOCATION: ROOM# PANELBOARD SCHEDULE PANEL BME BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES I LOAD BUS KVA A B C A B C 2.5 - 1 1 2 20 1 TB1-1A 1.0 2.5 AHU1-1 3 20 3 4 20 1 TB1-1B 1.0 2.5 - 5 6 20 1 TB1-1C zt7 1.0 3.9 - 7 8 20 1 TB1-1D 3.0 - 3.9 AHU2-1 3 25 9 10 20 1 TB1-1E 2.0 3.9 - 11 12 20 1 TB1-1F 2.0 - - 13 14 20 1 SPARE _ SPARE T 3 20 15 16 20 1 SPARE _ _ _ 17 18 20 1 SPARE _ - 19 20 20 1 SPARE SPARE 3 20 21 22 20 1 SPARE - 23 24 20 1 SPARE - 25 26 SPACE SPARE 3 20 27 28 SPACE - 29 30 SPACE - 31 32 SPACE SPARE 3 25 33 34 SPACE - 35 36 SPACE 37 38 - 0 SPACE 3 39 40 30 3 TVSS-SPD p 41 42 - 0 RATED VOLTAGE: 277/480V 3 PHASE, 4 WIRE FEED IS TO BE (a) BOTTOM: ( ) TOP FROM: WMDP RATING IS TO BE ( ) 100 (a) 225 ( ) 400 AMPS GROUND BAR IS REQUIRED ( ) MAIN BREAKER AMPS (e) MAIN LUGS ONLY' NEUTRAL BUS IS TO BE (0) FULL ( ) DOUBLE SIZE BRANCH POLES= ( ) 12 ( ) 24 ( ) 30 (ca) 42 1. HINGED DOOR WITH KEYED LATCH (a) IS ( ) IS NOT REQUIRED PANELBOARD IS TO BE ( ) FUSED (0) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION (0) IS ( ) IS NOT REQUIRED ALL BREAKERS MUST BERATED TO INTERRUPT A SHORT CIRCUIT CURRENT Ise = 14,000 AMPS, SYM RMS I = 29,700 = 35.7 AMPS • TOTAL CONNECTED LOAD: 30.0 KVA 480 x 43 V LOCATION: ROOM# PANELBOARD SCHEDULE PANEL 2ME BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES LOAD BUS KVA A B C A I B I C 2.5 TB 2-1A 1 20 1 12 20 1 TB 2-1 G 1.5 10 2.5 TB 2-1B 1 20 3 4 1.0 TB 2-1C 1 20 5 6 20 1 SPARE _ 1.5 TB 2-1D 1 20 7 20 1 TB 2-3A 1.5 1.5 TB 2-1 E 1 20 9 1 20 1 TB 2-3B 1.5 1.0 TB 2-1 F 1 20 11 1 20 1 TB 2-3C 1.5 SPARE 1 20 13 14 SPARE 1 20 15 16 20 1 SPARE - SPARE 1 20 17 18 20 1 SPARE SPARE 1 20 19 20 20 1 SPARE SPARE 1 20 21 22 20 1 SPARE - SPARE 1 20 23 24 20 1 SPARE SPACE 25 26 SPACE SPACE 27 28 SPACE - SPACE 29 30 SPACE SPACE 31 32 SPACE SPACE ' 33 34 SPACE 35 36 SPACE 2.2 7 - 0 2.2 AHU2-3 3 15 39 J42 30 3 TVSSSPD 0 2.2 1 - 0 FEED IS TO BE (s) BOTTOM:( ) TOP FROM: WMDP RATING IS TO BE ( )100 (o) 225 ( ) 400 AMPS GROUND BAR IS REQUIRED ( ) MAIN BREAKER AMPS (a) MAIN LUGS ONLY NEUTRAL BUS IS TO BE (a) FULL ( ) DOUBLE SIZE BRANCH POLES= ( )12 ( )-24 ( ) 30 (0) 42 HINGED DOOR WITH KEYED LATCH (0) IS ( ) IS NOT REQUIRED PANELBOARD IS TO BE ( ) FUSED (a) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION (e) IS ( ) IS NOT REQUIRED ALL BSEAKEMMU$TSEAATF,Di44NTER9VPT A SHORT CIRCUIT CURRENT Isc = 14,000 AMPS, SYM RMS 24,100 I 480 x � V = 29.0 AMPS m ° c E CL a 0 0 m= n E = `o �3U .0 O y O C _ C C C � O N � � C L W O N N Z = C d 0 =`o o 0 46 Q a1 U L N C N O a O O C L C C N U mm� m Baa 3 tD TOTAL CONNECTED LOAD: / \ 2r 4.0 KVA LOCATION: ROOM# PANELBOARD SCHEDULE PANEL BMW BUS KVA LOAD POLES TRIP CIRC BUS ABC CIRC TRIP POLES LOAD BUS KVA A B C A B C 2.5 - 1 2 20 1 TB1-2A 1.0 2.5 AHU1-2 3 20 3 4 1 20 1 TB1-2B 1.0 2.5 - 5 6 20 1 TB1-2C 1.0 3.9 - 7 8 20 1 TB1-2D 3.0 3.9 AHU2-2 3 25 1 9 10 20 1 TB1-2E 2.6 3.9 - 11 12 20 1 TB1-2F 2.5 - - 13 14 20 1 SPARE _ - SPARE 3 20 15 16 20 1 SPARE _ - _ 17 18 20 1 SPARE 1 _ - - 19 20 20 1 SPARE SPARE 3 20 21 22 20 1 SPARE - 23 24 20 1 SPARE - 25 26 SPACE SPARE 3 25 27 28 SPACE 29 30 SPACE - 31 32 SPACE SPACE 3 33 34 SPACE _ _ 35 36 SPACE 37 38 0 SPACE 2 39 40 30 3 TVSS-SPD 0 41 42 0 RATED VOLTAGE: 277/480V 3 PHASE, 4 WIRE FEED IS TO BE (e) BOTTOM: ( ) TOP FROM: WMDP RATING IS TO BE ( ) 100 (®) 225 ( ) 400 AMPS GROUND BAR IS REQUIRED ( ) MAIN BREAKER AMPS (a) MAIN LUGS ONLY NEUTRAL BUS IS TO BE (e) FULL ( ) DOUBLE SIZE BRANCH POLES= ( ) 12 ( ) 24 ( ) 30 (a) 42 HINGED DOOR WITH KEYED LATCH (®) IS ( ) IS NOT REQUIRED PANELBOARD IS TO BE ( ) FUSED (a) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION (®) IS ( ) IS NOT REQUIRED ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT Isc = 14,000 AMPS, SYM RMS I = 31,200 = 37.5 AMPS TOTAL CONNECTED LOAD: 31.0 KVA 480 x V LOCATION: ROOM# PANELBOARD SCHEDULE PANEL 2MW BUS KVA LOAD POLES TRIP CIRC BUS CIRC TRIP POLES LOAD BUS KVA A B C ABC A I B FC 2.5 TB 2-2A 1 20 11 1 2 20 1 TB 2-2G 2.5 1.5 TB 2-26 1 20 3 4 1.0 TB 2-2C 1 20 5 6 20 1 SPARE 2 1.5 TB 2-21)1 20 7 8 20 1 TB 24A 2.5 1.5 TB 2-2E 1 20 9 10 20 1 TB 2-413 A 2.5 1.0 TB 2-2F 1 20 11 12 SPARE 1 20 13 14 20 1 SPARE SPARE 1 20 15 16 20 1 SPARE SPARE 1 20 17 18 20 1 SPARE SPARE 1 20 19 20 20 1 SPARE SPARE 1 20 21 22 20 1 SPARE SPARE 1 20 .23 24 20 1 SPARE SPACE 25 26 SPACE SPACE 27 28 SPACE SPACE 29 30 SPACE SPACE 31 32 SPACE _ SPACE A 33 34 SPACE ACE-35 36 SPACE 1.4 7 38 0 1,4 AHU2-4 3 15 9 40 30 3 TVSSSPD p 1.4 1T71 42 - iowlf FEED IS TO BE (0) BOTTOM: ( ) TOP FROM: WMDP RATING IS TO BE ( )100 (e) 225 ( ) 400 AMPS GROUND BAR IS REQUIRED ( ) MAIN BREAKER AMPS (e) MAIN LUGS ONLY NEUTRAL BUS IS TO BE (0) FULL ( ) DOUBLE SIZE BRANCH POLES= ( )12 ( ) 24 ( ) 30 (s) 42 HINGED DOOR WITH KEYED LATCH (a) IS ( ) IS NOT REQUIRED PANELBOARD IS TO BE ( )FUSED(*) BOLT IN CIRCUIT BREAKER TYPE HARD WIRED SURGE PROTECTION(®) IS ( ) IS NOT REQUIRED ALL BRWE;R-S IMU§T BE RATED TQ INTERRUPT A SHORT CIRCUIT CURRENT Isc = 14,000 AMPS, SYM RMS - 5 API DATE,____-- 0 I = 480 ,200 V = 26.7 AMPS TOTAL CONNECTED LOAD: / 5 �? 22.0 KVA GENERAL NOTE UPON COMPLETION OF JOB RECEPTACLE LOCATIONS TO BE SHOWN IN PANEL SCHEDULE LOAD DESCRIPTION BY THE CONTRACTOR TYPICAL BRANCH CIRCUIT WIRE AND CONDUIT SCHEDULE BREAKER TRIP CONDUCTO AWG R GROUND AWG CONDUIT 20A 12 12 3/4"C 25A 10 10 3/4"C 30A 10 10 3/4"C 35A 8 10 1"C 40A 8 10 11C 45A 8 10 10C 50A 8 10 1"C 60A 6 8 1-1/40C 70A 4 8 1-1/4"C 80A 4 8 1-1/4"C 90A 3 8 1-1/2"C 100A 3 8 1-1/2"C 1. CONTRACTOR TO ADJUST SIZES PER FIELD INSTALLED LENGHTS TO MAINTIAN A MAXIMUM VOLTAGE DROP OF 3%. 2. PROVIDE CONDUCTORS PER BREAKER POLES; INCLUDE NEUTRAL FOR ALL 1 PH AND 3PH LOADS AS REQUIRED. BME BMW 2ME 2MW Barry University WEBER HALL RENOVATION M APINA 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 1 L R ID JOI INSCON,LEVINS(X1,a'. RAGAN,•1.•A, INt:•. ...... CONS L1LTIIV " hfN CGIN Et R:r 1450 Centreparkl"j6ard, Suite 350 Wen Palm Beach,81..33401 •• . �••.•� (561) 689.2303' ('Sb:16n-2302'F.I..' .... Certification WWrnber60--0,: ••.••• Charles C. Gab-ema1, P.E. 51936 .•..:. Keith E. Lorinos, P.E. IJ/94 , JLRDProject No.11bO2AW CANNONMESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 �S�,GAF1�F•, Q� ••�GENS� N Q:•., g?PTE OF � 5 ADDENDUM #4 - PERMIT JUNE 25 REVISIONS 2019 2 ADDENDUM #2 - PERMIT APRIL 10 REVISIONS 2019 1 ADDENDUM #1 - PERMIT MAR 05 2019 REVISIONS PERMIT SET DEC 14 2018 No. Description Date KEY PLAN N Drawing Title: NEW PANELBOARDS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E5005 ® Cwn Design 2018 �I r U I i LOCATION: ROOM# PANELBOARD SCHEDULE PANEL 2LW BUS KVA LOAD RECEPTACLES-#249 RECEPTACLES -#249 RECEPTACLES - #248 RECEPTACLES - #247 RECEPTACLES -#243 RECEPTACLES - #241 RECEPTACLES - #239 RECEPTACLES -#237 RECEPTACLES - #235 RECEPTACLES-#233 RECEPTACLES -#231 RECEPTACLES -#229 RECEPTACLES -#A208 RECEPTACLES -#A208 RECEPTACLES -CORR C203/#A204 POLES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TRIP 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 CIRC 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 q BUS B C CIRC TRIP 2 20 POLES 1 Lpgp RECEPTACLES - #245 BUS KVA A 0.4 0.4 0.4 0.4 0.4 B 0.4 0.4 0.4 0.4 0.4 C 0.4 0.4 0.4 0.4 0.5 A 0.4 B C 4 20 1 RECEPTACLES-#245 0.4 6 20 1 RECEPTACLES-#246 0.4 8 20 1 RECEPTACLES -#246 0.4 10 20 1 RECEPTACLES -#244 0.4 12 20 1 RECEPTACLES -#242 0.4 14 20 1 RECEPTACLES - #242 0.4 16 20 1 RECEPTACLES -#240 0.4 18 20 1 RECEPTACLES - #240 0.4 20 20 1 RECEPTACLES-#238 0.4 22 20 1 RECEPTACLES-#236 04 24 20 1 RECEPTACLES -#236 0:4 26 20 1 RECEPTACLES-#234 0.4 28 20 1 RECEPTACLES - #234 0.4 0.7 0.6 - 0.6 RECEPTACLES - CORRIDORNS5-2 DRINKING FOUNTAIN #C204 DRINKING FOUNTAIN #C203 SPARE SPARE SPARE 1 1 1 1 1 1 20 20 20 20 20 20 31 33 35 37 39 41 30 20 1 RECEPTACLES -#232 0.4 32 20 1 SPARE 34 20 1 SPARE 36 20 1 SPARE 38 20 1 LIGHTING - WEST DORM RM 0.9 40 20 1 LIGHTING - SOUTHWEST DORM RM 0.9 SPARE 1 20 43 42 20 1 LIGHTING -NORTHWEST DORM RM 0.9 SPARE 1 20 45 44 20 1 LIGHTING - #A208 0.9 - - - - SPARE SPARE SPARE SPARE SPARE SPARE SPARE 1 1 1 1 1 1 1 20 20 20 20 20 20 20 47 49 51 53 55 57 59 46 20 1 LIGHTING - WEST CORRIDOR 1.0 48 20 1 LIGHTING - WEST EXIT 0.2 50 20 1 52 20 1 EMS CONTROL PANEL As 0:6 54 20 1 TRAP PRIMER OUTLET 0.6 56 20 1 58 20 1 SPARE _ - - SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 1 1 1 20 20 20 61 63 65 67 69 71 73 75 77 79 60 20 1 SPARE 62 20 1 SPARE 64 20 1 SPARE 66 20 1 SPARE 68 SPACE 70 SPACE 72 SPACE 74 SPACE _ 76 SPACE _ 78 SPACE - RATED RATING ( ) MAIN PANELBOARD ALL BREAKERS VOLTAGE: IS BREAKER TO BE IS MUST SPACE SPACE 120/208V 3 PHASE, ( ) 100 (0)225 ( ) 400 AMPS AMPS (pop ) MAIN LUGS ONLY TO BE ( ) FUSED (p) BOLT IN CIRCUIT BE RATED TO INTERRUPT A SHORT 4 WIRE BREAKERTYPE CIRCUIT CURRENT 81 83 80 0 82 30 3 TVSS-111 0 Isc = 84 FEED IS TO BE GROUND BAR NEUTRAL BUS HINGED DOOR WIRED 10,000 AMPS, (o) BOTTOM: IS REQUIRED IS TO WITH SYM RMS ( )TOP FROM: MDP BE (a) FULL ( ) DOUBLE SIZE KEYED LATCH o PROTECTION () a) IS IS ( ) IS NOT REQUIRED ( ) IS NOT REQUIRED 0 I = 18,800 = 52.2 AMPS z � V TOTAL CONNECTED LOAD: 19.0 KVA 208 t GENERAL NOTE UPON COMPLETION OF JOB RECEPTACLE LOCATIONS TO BE SHOWN IN PANEL SCHEDULE LOAD DESCRIPTION BY THE CONTRACTOR TYPICAL BRANCH CIRCUIT WIRE AND CONDUIT SCHEDULE BREAKER CONDUCTO GROUND CONDUIT TRIP AWG AWG 20A 12 12 3/4"C 25A 10 10 3/4"C 30A 10 10 35A 8 10 VIC 40A 8 10 10C 45A 8 10 1.0 50A 8 10 1"C 60A 6 8 1-1/4"C 70A 4 8 1-1/4"C 80A 4 8 1-1/4"C 90A 3 8 1-1/2"C 100A 3 8 1-1/2"C 1. CONTRACTOR TO ADJUST SIZES PER FIELD INSTALLED LENGHTS TO MAINTIAN A MAXIMUM VOLTAGE DROP OF 3%. 2. PROVIDE CONDUCTORS PER BREAKER POLES; INCLUDE NEUTRAL FOR ALL 1 PH AND 3PH LOADS AS REQUIRED. 2LE 2LW 1 - -1940 Barry University WEBER HALL RENOVATION 2101 N. Andrews Ave., Suite 300, Fort Lauderdale, Florida 33311 T:954.524.5678 F:954.524.5677 i JO iNSON,,Ll 1NSO cea�lsulrr�lb"1".�0� f���': 1450 C,entrepar& ,ard Suet i `o . West Palm Beach 4; .13401 ($61} 689,2303 • } 6E;9 2 30k`kk ° • • • • WwW.JIrr{rn>-;R'h :+... . Certification Nucober6C._.9- .... Charles C. Gableman, P.F. 51936 Keith E. Lorilos, P.E.: 3194 JLRD Project No. 1180?? CANNONDESIGN 1560 Wilson Boulevard, Suite 200 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 STRUCTURAL ENGINEER CannonDesign 2170 Whitehaven Road Grand Island, NY 14072 716.773.6800 \\p\1\11111\I II,...ryi G-A o��.•�� I.N •'�/ No.51936 STATE OF 5 ADDENDUM #4 - PERMIT REVISIONS 2 ADDENDUM #2 - PERMIT REVISIONS PERMIT SET No. Description JUNE 25 2019 APRIL 10 2019 DEC 14 2018 KEY PLAN N Date Drawing Title: NEW PANELBOARDS Issue Date: DEC 14 2018 Project No.: 005620.00 Checked by: RL E5007 © CannonDesign 2018 M 20l9 U 172 V'%wl FICE COPY P ' RA p_ QY DATE ; APPROVED i ZL ZONINO STRUCTURAL ELECTRICAL _ �`� R� 1 PLurAesrsG � ` PAECHANtCAL rl 1 BLDG. y rr 1 > HALL EEDEF-AL s . SIiG:ECf 't0 n�",kCxULAT40N� � pK-tE Asia) C..dw ell evil Ow 10 it , -/�'_Lf_G�• ZZ, ('TP+ 14EC6Is i cCTE �4 c dfia l^Y 9 dj1V1} E�1'1111