Construction Company | Orange Park, FL - OWNERE101 ELECTRICAL LEGEND, NOTES, AND DETAILS E202...

NORTHARROW

ROOM

DOOR

SECTION

DETAIL

ELEVATION

WALL TYPE

INDICATES TRUE NORTH

ROOM NUMBER

DOOR NUMBER

NUMBER OF DETAIL

SHEET WHERE DETAIL IS LOCATED

DIRECTION OF ELEVATION

NUMBER OF INTERIOR ELEVATION

SHEET WHERE INTERIOR ELEVATION IS LOCATED

NUMBER INDICATES PARTITION TYPE

KEYNOTE NUMBER REFERS TO ASSOCIATED KEYNOTE ON SHEET

INDICATES PROJECT NORTH

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GRID HEAD GRID NUMBER OR LETTER

ROOM NAME

DIRECTION OF SECTION

NUMBER OF SECTION

SHEET WHERE SECTION IS LOCATED

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115 EAST FORSYTH STREETJACKSONVILLE, FLORIDA 32202

T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609

ttv architects, inc.

VICINITY MAP

architecture planning interior design

PROJECT ARCHITECTCHRISTOPHER P. NOEL

OWNER:

COPYRIGHT 2019, TTV ARCHITECTS:THIS DRAWING, EITHER PHYSICAL OR ON ELECTRONIC MEDIA, IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF TTV

ARCHITECTS, INCORPORATED. IT IS FURNISHED FOR CONTRACT DOCUMENT PURPOSES ONLY, AND ANY USE, REUSE

OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF

THIS COMPANY IS PROHIBITED

SUB. DATE

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DMA SFB ANNEX RENOVATION - PHASE 1

G000

COVER SHEET

10-30-2019

PROJECT #12218052 BLDG. 19

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STRUCTURALSTAR STRUCTURE INC,4465 BAYMEADOWS ROAD, SUITE 7 Jacksonville, FL 32217Phone: (904) 448-1717

MECHANICAL, ELECTRICAL & PLUMBINGHADDAD ENGINEERING INC.2955 Hartley Road, Suite 205Jacksonville, FL 32257Phone: (904) 262-5066www.haddadeng.com

PROJECT LOCATION

GENERAL DESCRIPTION OF WORK

ABBREV ABBREVIATIONACT ACOUSTICAL CEILING TILEACCOM ACCOMMODATEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMCJ CONTROL JOINTCLG CEILINGCL CLOSETCONC CONCRETECONT CONTINUOUSCOR CONTRACTING OFFICER'S

REPRESENTATIVECPT CARPETCT CERAMIC TILECMU CONCRETE MASONRY UNITDED DEDICATEDDIA DIAMETERDMA DEPARTMENT OF MILITARY

AFFAIRSDRS DOORSDWG DRAWINGEA EACHEWC ELECTRIC WATER COOLEREL ELEVATIONEQ EQUALETC ET CETERAEXG EXISTINGEXP JT EXPANSION JOINTEXT EXTERIORFIN CLG FINISH CEILINGFIN FLR FINISH FLOORFEC FIRE EXTINGUISHER CABINETFP FIRE PROTECTIONFRT FIRE-RETARDANT TREATEDGALV GALVANIZEDGA GALVANIZEDGSF GROSS SQUARE FEET/FOOTGWB GYPSUM BOARDGC GENERAL CONTRACTORHGT HEIGHTHM HOLLOW METALINT INTERIORINSUL INSULATIONJAN JANITORJT JOINT

ABBREVIATIONS

LAM LAMINATELAV LAVATORYMO MASONRY OPENINGMATL MATERIALMAX MAXIMUMMISC MISCELLANEOUSMECH MECHANICALMTL METALMIN MINIMUMNFPA NATIONAL FIRE PROTECTION

ASSOCIATIONNIC NOT IN CONTRACTNTS NOT TO SCALENO NUMBERNO NUMBEROC ON CENTEROFCI OWNER FURNISHED - CONTRACTOR

INSTALLED PL PLASTIC LAMINATEPT PRESSURE TREATEDREQD REQUIREDPLAM PLASTIC LAMINATEPLYWD PLYWOODPWD PLYWOODPR PROJECT REQUIREMENTSRO ROUGH OPENINGSBU SENSITIVE BUT UNCLASSIFIEDSF SQUARE FEETSHT SHEETSIM SIMILARSMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS' NATIONAL ASSOCIATIONSO SLAB OPENINGSQ FT SQUARE FEET/FOOTSTL STEELT&G TONGUE AND GROOVETYP TYPICALUNO UNLESS NOTED OTHERWISEUL UNDERWRITER'S LABORATORIESVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVWC VINYL WALL COVERINGWC WATER CLOSET

GENERAL NOTES PERTAINING TO ALL DRAWINGS & SPECIFICATIONS

1. SHOULD ANY ERROR OR INCONSISTENCY APPEAR IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR, BEFORE PROCEEDING WITH THE WORK, MUST MAKE MENTION OF THE SAME IN WRITING TO THE DMA CONTRACTING OFFICERS REPRESENTATIVE FOR PROPER ADJUSTMENT AND IN NO CASE PROCEED WITH WORK IN UNCERTAINTY OR WITH INSUFFICIENT DRAWINGS. FAILURE TO NOTIFY THE DMA COR BEFORE PROCEEDING WITH THE WORK WILL RESULT IN THE CONTRACTOR PERFORMING WORK AT THEIR OWN RISK AND AT THEIR OWN COST.

2. THESE NOTES SHALL APPLY TO ALL BUILDING CONSTRUCTION AND ALL TRADES THROUGHOUT THIS PROJECT.

3. DEMOLITION AND /OR CONSTRUCTION DETRIMENTAL TO THE HEALTH OR WELFARE OF DMA EMPLOYEES SHALL BE COMPLETED DURING EVENING, WEEKENDS, OR AT TIMES OTHER THAN NORMAL WORKING HOURS. BARRICADES, TEMPORARY ENCLOSURES (DUST PROTECTION), AND OTHER DEVICES DEEMED NECESSARY TO PROTECT EMPLOYEES AND DMA EQUIPMENT FROM CONSTRUCTION AND ALLOW DMA CONTINUED ACCESS TO REQUIRED AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR. PROTECTION SHALL BE IN COMPLIANCE WITH BUILDING STANDARDS.

4. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS, MATERIALS, AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS OF MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. THE FINAL ACCEPTANCE FOR THE PROJECT WILL BE ONLY AFTER ALL PUNCH LIST ITEMS ARE COMPLETED AND THE DMA COR IS NOTIFIED BY THE CONTRACTOR IN WRITING OF COMPLIANCE WITH THE CONTRACT DOCUMENTS.

5. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL, ELECTRICAL, PLUMBING, OR ARCHITECTURAL WORK.

6. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATION OF ANY AND ALL MECHANICAL, OR ELECTRICAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET BEFORE BIDDING THE WORK. NOTIFY DMA COR OF ANY CONFLICTS.

7. GC SHALL INVESTIGATE EXISTING STRUCTURAL CONDITIONS PRIOR TO REMOVING PORTIONS OF EXISTING FLOOR AND WALL ASSEMBLIES. TESTS MAY INCLUDE, BUT NOT LIMITED TO, XRAY EXAMINATIONS AND SOUNDING TESTS.

8.THE CONSTRUCTION CONTRACTOR SHALL, DAILY, CLEAN THE PREMISES OF ALL CONSTRUCTION DEBRIS. DUE TO SEVERE SITE SPACE LIMITATIONS THE CONTRACTOR MUST MAKE OFF-SITE ARRANGEMENTS FOR TOOL AND MATERIAL STORAGE.

9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC.. ACCORDING TO APPLICABLE CODES, STANDARDS, AND AS PER RECOGNIZED GOOD CONSTRUCTION PRACTICES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO NEW CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL NOTIFY THE DMA/JSO CORD. OF ANY DAMAGE TO THE BUILDING. ANY ADDITIONAL MODIFICATIONS MUST BE MADE SHALL BE IN A TIMELY MANNER, AT THE CONTRACTORS EXPENSE.

11. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERS OVER EXISTING CONSTRUCTION TO REMAIN IN PLACE, PROTECTING THE EXISTING CONSTRUCTION FROM DAMAGE. ANY DAMAGE CREATED DURING THE CONSTRUCTION PROJECT IS DEEMED THE CONTRACTOR'S RESPONSIBILITY, AND THE CONTRACTOR WILL BE RESPONSIBLE FOR FULL COST OF REPAIR OR REPLACEMENT. DAMAGED EQUIPMENT AND MATERIALS WILL NOT BE ACCEPTED BY THE DMA.

12. ALL FIRE PROTECTION, FIRE ALARMS, SECURITY AND OTHER LIFE-SAFETY AND EGRESS SYSTEMS SHALL REMAIN ACTIVE DURING THE COURSE OF THE WORK. IT IS EXTREMELY CRITICAL THAT ALL EXISTING SYSTEMS SERVING OTHER AREAS OF THE BUILDING REMAIN ACTIVE AND UNINTERRUPTED DURING THE DEMOLITION ACTIVITIES.

13. THE CONTRACTOR SHALL REPAIR AND PATCH ALL CONCRETE SLABS, WHICH ARE TRENCHED, MODIFIED, CORED, OR OTHERWISE CUT DURING THE COURSE OF THIS CONSTRUCTION AS REQUIRED TO MATCH EXISTING.

14. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALLS, CEILING, AND OTHER CONSTRUCTION REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL. ELECTRICAL, PLUMBING, FP, OR MODIFICATIONS WHERE THE EXISTING CONSTRUCTION, DOORS, PARTITIONS, CEILINGS, ETC. ARE TO BE REMOVED, MODIFIED, REARRANGED, OR WHERE THE EXPOSED OR HIDDEN ELECTRICAL OR OTHER SYSTEMS ARE ADDED OR MODIFIED. THE GENERAL CONTRACTOR SHALL REPAIR, PATCH, AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS, WALLS, AND CEILINGS WHERE INDICATED.

15.ELECTRICAL POWER WILL BE MAINTAINED AT ALL TIMES TO EQUIPMENT NOT BEING RECIRCUITED. PROVIDE TEMPORARY CIRCUITING WHICH IS REQUIRED TO MAINTAIN OPERATION WHILE THE RENOVATION WORK PROGRESSES. IF A POWER SHUTDOWN IS ABSOLUTELY NECESSARY IN ORDER TO ACCOMPLISH THE REQUESTED ELECTRICAL WORK, IT SHALL BE SCHEDULED WELL IN ADVANCE OF ANY POWER INTERRUPTION.

16. GC TO FIRESTOP ALL NEW AND EXISTING WALL AND FLOOR PENETRATIONS WITHIN THE AREA OF RENOVATIONS WITH UL APPROVED SYSTEMS AS REQUIRED TO MAINTAIN SPECIFIED FIRE RATINGS.

17. CONTRACTOR TO PATCH, REPAIR, & PREP ALL EXISTING SURFACES TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION, NEEDED TO BE REMOVED FOR CONSTRUCTION, OR SCHEDULED TO RECEIVE NEW FINISHES WITH CONTRACTOR RESPONSIBLE FOR PROVIDING CLEAN SMOOTH WALL, FLOOR, AND CEILING SURFACES. TYP.

CODE CRITERIA & STANDARDS

AMERICANS WITH DISABILITIES ACT REGULATIONS (A.D.A.) TITLE II (28 CRF PART 36), LATEST EDITION

AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE)*ASHRAE HANDBOOK, LATEST EDITION.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)*SPECIFICATIONS FOR BUILDINGS AND FACILITIESPROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE, ANSI A117.1-1986

FLORIDA BUILDING CODE, 2017. 6TH EDITIONFLORIDA PLUMBING CODE, 2017.FLORIDA MECHANICAL CODE, 2017.FLORIDA FIRE PREVENTION CODE, 6TH EDITION FLORIDA GAS CODE, 2017.FLORIDA ACCESSIBILITY CODE, 2017.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

*NFPA-1 (2012) FIRE CODE*NFPA-10 (2010) PORTABLE FIRE EXTINGUISHERS*NFPA-70 (2011) NATIONAL ELECTRICAL CODE*NFPA-72 (2010) STANDARD FOR THE INSTALLATION MAINTENANCE AND USE OF LOCAL PROTECTIVE

SIGNALING SYSTEMS, AUTOMATIC FIRE DETECTORS, & INSTALLATION & USE OF CONTROL SIGNALING SYSTEMS.

*NFPA-80 (2010) FIRE DOORS AND WINDOWS*NFPA-90A (2012) INSTALLATION OF AIR CONDITIONING & VENTILATING SYSTEMS*NFPA-90B (2012) INSTALLATION OF WARM AIR HEATING & AIR CONDITIONING*NFPA-101 (2012) LIFE SAFETY CODE*NFPA-220 (2012) FIRE DOORS AND WINDOWS

*NFPA-241 (2009) STANDARD FOR SAFEGUARDING BUILDING CONSTRUCTION AND OPERATIONS*NFPA-251 (2006) METHODS OF FIRE TEST OF DOOR ASSEMBLIES

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA).NATIONAL ELECTRICAL SAFETY CODE (NBS HANDBOOK 81)REQUIREMENTS OF LOCAL POWER CORPORATION.

SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA)*FIRE, SMOKE AND RADIATION DAMPER GUIDE, 1986 EDITION.

UNDERWRITERS LABORATORIES, INC. (U.L.)*FIRE RESISTANCE DIRECTORY*BUILDING MATERIALS DIRECTORY

NOTE: WHERE DISCREPANCIES EXIST BETWEEN CODES, THE MOST RESTRICTIVE CODE SHALL GOVERN.

REFERENCE SYMBOLS LOCATION MAP DRAWING INDEX

PROJECT LOCATION

CONSULTANTS:

DRAWING INDEXSheet Number Sheet Name

01 GENERAL

G000 COVER SHEET

G002 LIFE SAFETY & FURNITURE PLAN & CODE ANALYSIS SECOND FLOOR

05 ARCHITECTURAL

D104 DEMOLITION PLAN - LEVEL 2 NORTH

A104 2ND FLOOR PLAN - NORTH

A200 ROOF PLAN - NORTH

A201 ROOF PLAN - SOUTH

A204 2ND FLOOR - REFLECTED CEILING PLAN - NORTH

A400 INTERIOR ELEVATIONS & ENLARGED PLANS

A401 INTERIOR ELEVATIONS & ENLARGED PLANS

A500 WALL TYPES

A501 TYPICAL ROOF DETAILS

A600 FINISH LEGEND & ROOM SCHEDULES & DETAILS

A601 DOOR SCHEDULE

A602 SIGNAGE SCHEDULE

06 STRUCTURAL

S101 ROOF RTU'S DEMOLITION PLAN & DESIGN NOTES

S102 NEW RTU'S SUPPORTS PLAN & UPLIFT DIAGRAM

S201 SECTIONS & DETAILS

07 MECHANICAL

M100 MECHANICAL SCHEDULES AND NOTES

M201 SECOND FLOOR PLAN - NORTH - HVAC DEMOLITION BID OPTION #1

M202 MECHANICAL ROOF PLAN - DEMOLITION

M301 MECHANICAL SECOND FLOOR PLAN - NORTH BID OPTION #1

M302 ROOF PLAN - HVAC - NEW

08 ELECTRICAL

E101 ELECTRICAL LEGEND, NOTES, AND DETAILS

E202 ELECTRICAL SECOND FLOOR - SOUTH & NORTH DEMOLITION BID OPTION #1

E303 ELECTRICAL SECOND FLOOR NORTH LIGHTING & POWER - NEW WORK BID OPTION #1

E304 ELECTRICAL ROOF PLAN - ELECTRICAL BID OPTION #1

E401 ELECTRICAL DETAILS BID OPTION #1

E402 ELECTRICAL RISER DIAGRAMS BID OPTION #1

09 PLUMBING

P101 ROOF PLAN PLUMBING & FIRST FLOOR PLAN - SOUTH - PLUMBING

SHEET TOTAL: 29

MATERIAL DESIGNATIONS

FIRE-RATEDCONCRETE BLOCK

CONCRETE BLOCK

BRICK

FIRE BRICK

INSULATION (RIGID)

INSULATION (BATT)

CONCRETE

EARTH

GYPSUM WALL BOARD

WOOD (ROUGH) WOOD (FINISHED)

PLYWOOD

PLASTIC

ACOUSTICAL TILE

SAND/MORTAR/PLASTER/CUT STONE

CERAMIC TILE

GLASS

ALUMINUM

STEEL/OTHER MATERIALS

MARBLE

GENERAL DESCRIPTION OF WORK INCLUDES BASE BID ROOF REPLACEMENT OF EXISTING APPROXIMATE 11,000 SF ROOF AREA WITH NEW ROOF ASSEMBLIES AT THE EXISTING TWO STORY BUILDING 19 AT THE DMA SFB ANNEX ST. AUGUSTINE CAMPUS LOCATED IN THE HEART OF DOWNTOWN ST. AUGUSTINE. GENERAL PROJECT SCOPE INCLUDES REMOVAL OF ALL EXISTING ROOFING & FLASHING ASSEMBLIES, NEW BUILT-UP ROOFING ASSEMBLIES, NEW RIGID INSULATION, TEMPORARY ROOF, NEW FALL PROTECTION, NEW FLASHINGS, NEW SCUPPERS, TEMPORARY REMOVAL & REINSTALLATION OF EXISTING EQUIPMENT TO ALLOW FOR NEW CURB ASSEMBLIES, NEW STRUCTURAL EQUIPMENT PLATFORMS, NEW ROOF DRAINS, NEW METAL COPINGS, AND ASSOCIATED MECHNICAL, ELECTRICAL, PLUMBING, & STRUCTURAL WORK. REFER TO DRAWINGS FOR EXACT SCOPE OF WORK.

ALTERNATE BID ITEM SCOPE, IF ACCEPTED INCLUDES COMPLETE INTERIOR RENOVATION OF THE BUILDING'S NORTH SIDE, 2ND FLOOR CONSISTING OF APPROXIMATELY 5,375SF WILL BE COMPLETED AT THE SAME TIME AS THE BASE BID ROOF REPLACEMENT . GENERAL SCOPE INCLUDES INTERIOR DEMOLITION, NEW FINISHES, NEW WALLS, NEW DOORS, FRAMES, & HARDWARE, MECHANICAL, ELECTRICAL, PLUMBING, & NEW TELEPHONE DATA WORK. REFER TO DRAWINGS FOR SPECIFIC SCOPE OF WORK.

NOTE THAT PERSONNEL WILL BE IN THE BUILDING WHILE WORK IS IN PROGRESS.

ADDITIVE BID OPTIONS (ABI):

HAZARDOUS MATERIALS ARE BELIEVED TO BE PRESENT IN THE EXISTING ROOF FLASHING. REFER TO WOOD PLC PROVIDED UNDER SEPARATE COVER FOR LOCATIONS WHERE HAZARDOUS MATERIALS MAY BE PRESENT:

1. HAZARDOUS MATERIALS ABATEMENT PLAN AND ALL REQUIRED ABATEMENT WITHIN THE AREAS OF RENOVATION SHALL BE PERFORMED BY THE GC'S FLORIDA LICENSED ABATEMENT CONTRACTOR AS PART OF THIS CONTRACT PRIOR TO THE START OF SELECTIVE DEMOLITION. GC TO PROVIDE ALL REQUIRED ASBESTOS ABATEMENT, THIRD PARTY MONITORING, PERMITTING, ETC.

2. IT SHALL BE UNDERSTOOD BY ALL PARTIES THAT THE SCOPE OF SERVICES PROVIDED BY TTV ARCHITECTS, INC. DOES NOT INCLUDE ANY SERVICES RELATED TO THE DETERMINATION OF MATERIAL OR ITEMS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS. TTV ARCHITECTS, INC. IS NOT RESPONSIBLE IN ANY WAY FOR SAFETY PRECAUTIONS, INCLUDING MEASURES FOR THE PROTECTION OF THE CONTRACTOR OR SUB CONTRACTORS, NOR FOR THE PROTECT OFGOVERNMENT EMPLOYEES AND THE PUBLIC. SUCH RESPONSIBILITY FOR SAFETY PRECAUTIONS IS AND SHALL REMAIN THAT OF THE GOVERNMENT AND THE CONTRACTOR.

NOTE THAT BID OPTIONS ARE TO BE PRICED SEPARATELY AND MAY OR MAY NOT BE ACCEPTED BY OWNER DEPENDING UPON THE BID OUTCOME.

ASBESTOS NOTES:

ABI #1 - PROVIDE COMPLETE SECOND FLOOR NORTH INTERIOR RENOVATION AS NOTED ON DRAWINGS AND SPECIFIED.

UP

UP

UP

SPMO RM.

203A

SEPARATION BRANCH

SEATING AREA

204

DEP. SPMO RM.

202

SARC RM.

201

WOMEN REST. RM.

218

MEN REST. RM.

219

FAMILY PROGRAM SEATING

AREA

205

MFH RM.

200

SUP. SER. BRANCH CHIEF

206B

AGR. RM.

206

SUPPORT SERVICE RM.

207A

CORRIDOR

224

STORAGE

208

MECH. RM.

240

RR PASSAGE

JANITOR

230

BRANCH RM.

234

OPEN SEATING AREA

CORRIDOR

226

WOMEN REST.

229

MEN REST.

232

MECH. RM.

223

FE

FE

52

EXISTING EXIT

EXISTING 1 HOUR FIRE RATED

STAIR ENCLOSURE = OK

EXISTING 1 HOUR FIRE RATED

CORRIDOR PARTITION = OK

BUSINESS

OCCUPANCY

134'-5

" TR

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EXISTING EXIT TO

EXTERIOR FIRE STAIR

ABI #1 - EXISTING ELEVATOR

TO BE MODERNIZED

NEW 1 HOUR FIRE RATED

OFFICE CUBICLE BY OWNER

OFFICE

211B

STORAGE

227

BOARD RM.

209

BRANCH WARRANT

OFFICERS RM.

237

SEATING AREA

213ACTIONS RM.

212A

WAITING RM

214

SOFFIT ABOVE

SOFFIT ABOVE

SOFFIT ABOVE

FE

FE

FE

FE

EXISTING ITEM TO REMAIN

AREA OF NO WORK

EXISTING FIRE EXTINGUISHER, COORDINATE EXACT

LOCATION IN FIELD WITH OWNER.

#'TRAVEL DISTANCE

INDICATES NUMBER OF PERSONS EXITINGX

EXISTING 1 HR FIRE RATING


FE

NEW 1 HR FIRE RATING

EXISTING WALL TO BE EXTENDED TO DECK TO PROVIDE

FOR 1 HR FIRE RATING

WALL TO BE EXTEND 6" ABOVE CEILING

AREA OF WORK

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T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

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G002

LIFE SAFETY &

FURNITURE

PLAN & CODE

ANALYSIS

SECOND FLOOR

10-30-2019


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CODE ANALYSIS

CODES:FLORIDA BUILDING CODES 2017 (FBC)FLORIDA FIRE PREVENTION CODE 6TH EDITIONNFPA 101 2017 EDITION

TYPE OF CONSTRUCTION:II-B (UN-SPRINKLERED)

BUILDING STORIES: 2

BUILDING HEIGHT:26'-0" EXISTING BUILDING OCCUPANCY:BUSINESS (OFFICE)

FIRE RESISTANCE RATING: (TABLE 601 FBC) PRIMARY STRUCTURAL FRAME: 1HREXTERIOR BEARING WALLS: 1HRINTERIOR BEARING WALLS: 1HRINTERIOR NON BEARING WALLS & PARTITIONS: 0HRFLOOR CONSTRUCTION & SECONDARY STRUCT. MEMBERS: 1HRROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS: 1HR

OVERALL FLOOR AREA: +/- 20,200GSF (10,100SF PER FLOOR)AREA OF RENOVATION: +/- 14,358SF

OCCUPANCY LOAD CALCULATIONS: (TABLE 7.3.1.2 NFPA 101)1ST FLOORBUSINESS FLOOR AREA: 5,259SF/100 SF/PERSON = 53 OCCUPANTSEXISTING GARAGE (NOT IN SCOPE): 5,100SF/500 SF PER PERSON = 11 OCCUPANTS2ND FLOORBUSINESS FLOOR AREA: 10,358SF/100 SF/PERSON = 104 OCCUPANTSTOTAL NUMBER OCCUPANTS: 168

# EXITS REQUIRED: (NFPA 101 39.2.4.1):2 REQ./FLR, 2/FLOOR PROVIDED = OK

MINIMUM EGRESS WIDTH: (NFPA 101 7.3.3.1):DOORS:168 PERSONS X .2 = 34” REQUIRED (2) 36” WIDE EXIT DOORS PROVIDED EA. FLR.= 2 X 36 = 72" 72” > 34” = OK

CORRIDORS (NFPA 101 39.2.4.1) = 44" MIN. WIDTH REQUIRED

COMMON PATH, DEAD-END CORRIDOR, & TRAVEL DISTANCE (NFPA 101 TABLE A.7.6)MAXIMUM TRAVEL DISTANCE TO AN EXIT:200' MAX. ALLOWED86' - 7" MAX TRAVEL DISTANCE 1ST FLR. = OK134'-0" MAX. TRAVEL DISTANCE 2ND FLR. = OK.DEAD-END CORRIDORS (FBC 1020.4): 20'

STAIRS:(1) EXISTING 1 HOUR FIRE RATED ENCLOSURE TO REMAIN(1) EXTERIOR FIRE ESCAPE STAIRS (1) EXISTING STAIR FOR CONVENIENCE TO REMAIN (NOT A MEANS OF EGRESS)

AUTOMATIC SPRINKLER SYSTEM: NONE EXISTING & NONE PROVIDED

CORRIDORS: (NFPA 101 39.6.3)- NO REQUIREMENTS(FBC TABLE 1020.1)- 1 HR FIRE RATED W/OCCUPANT LOAD >30P. NOTE EXISTING ORIGINAL BUILDING, 2ND FLOOR CORRIDOR WALLS ARE NOT FULL HEIGHT AND DOOR ASSEMBLIES ARE NOT FIRE LABELED. THEREFORE EXISTING 1ST FLOOR CORRIDOR WALLS MUST BE UPGRADED TO BE 1HR FIRE RATED.

NOTE THAT THE MOST RESTRICTIVE REQUIREMENTS ARE LISTED ABOVE WHEN COMPARING THE FLORIDA BUILDING CODE 2017 & NFPA 101 2017.

GENERAL LIFE SAFETY PLAN LEGEND:

KEY PLAN

N

1/8" = 1'-0"1LIFE SAFETY & FURNITURE FLOOR PLAN - LEVEL 2

UP

EXISTING STAIRS TO REMAIN

01 0402 03

06

EXISTING WINDOW BLINDS TO REMAIN, TYP.

1003

12

12

0101 02 03 0404

13

EX

IST

ING

DIM

. - F

IELD

VE

RIF

Y

+/-

65'

- 2

"

EXISTING DIM. - FIELD VERFIY

+/- 84' - 2 1/2"

03 10

10

03

13

EXISTING COLUMN TO REMAIN, TYP.

EXISTING PLUMBING FIXTURES, TOILET PARTITIONS, & TOILET ACCESSORIES TO REMAIN, TYP.

01 0402 03

FE

FE

13

3636

27' - 5 1/2"

EXISTING DRINKING FOUNTAIN TO REMAIN

40

40

6' - 2"

27' - 5 1/2"

R-1

R-3

R-4

R-5

R-6

R-2

45

45

45

4545

4545

45 45

45

45

17' - 8 5/8"

ALIG

N

ALIG

N

0303

0303

6060

6060

6060

AREA OF WORK

CH

AR

LOT

TE

ST

.

EXISTING ITEM TO BE REMOVED

EXISTING WALLS TO REMAIN

KEYNOTEX

AREA OF EXISTING CONCRETE SLAB TO BE REMOVED AS REQUIRED TO ACCOM. NEW FLOOR BOX & ELECTRICAL WORK-REFER TO ELECTRICALFOR EXTENTS & ADDITIONAL INFO.

CORE EXISTING FLOOR SLAB AS REQUIRED TO ACCOM. NEW ELECT. POKE-THRU. VERIFY LOCATION IN FIELD W/OWNER & GPR EXISTING CORE PRIOR TO WORK TO CONFIRM NO STRUCTURAL CONFLICTS- REFER TO ELECT.

R-X

EXISTING DOOR TO BE CAREFULLY REMOVED AND RELOCATED WHERE DENOTED BY CORRESPONDING TAG ON FLOOR PLANS


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

D104

DEMOLITION

PLAN - LEVEL 2

NORTH

10-30-2019


DM

A S

FB

AN

NE

X R

EN

OV

AT

ION

-P

HA

SE

1

LDS

31

0 C

HA

RL

OT

TE

ST

., S

T. A

UG

US

TIN

E,

FL

32

08

4

DEMOLITION KEY NOTES:

GENERAL DEMOLITION NOTES:

1. ALL WORK SHALL BE COMPLETE AND OPERATIONAL.

2. ALL DIMENSIONS ARE TO FACE OF STUD UNO.

3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK.

4. DEMOLITION WORK SHALL BE AS REQUIRED TO ACHIEVE CLEAN, SMOOTH, AND PLUMB NEW WORK. FOR EXAMPLE IT IS REQUIRED THAT ITEMS SUCH AS EXISTING SCREWS ON WALLS TO BE REMOVED IN ORDER TO INSTALL NEW DRYWALL OR FINISHES. ANOTHER EXAMPLE IS THAT IF A NEW THERMOSTAT IS SPECIFIED, THE EXISTING THERMOSTAT IF NOT SCHEDULED TO BE REUSED WILL HAVE TO BE REMOVED BY THE CONTRACTOR WHETHER IT IS SHOWN ON THE DRAWINGS OR NOT.

5. WHEN PARTIAL DEMOLITION IS MADE TO EXISTING WALL OR FLOOR, A SAW CUT THRU EXISTING SURFACE IS REQUIRED TO PREVENT UNNECESSARY DAMAGE TO ADJACENT AREAS.

6. CONTRACTOR SHALL INVESTIGATE EXISTING CONDITIONS PRIOR TO STARTING WORK TO DETERMINE THE LOCATION OF LOAD BEARING WALLS AND STRUCTURAL COLUMNS. WHEN SUCH ITEMS ARE SCHEDULED TO BE DEMOLISHED, SHORE UP SYSTEM PROPERLY PRIOR TO REMOVING THEM. WHEN IN DOUBT, CONTACT ARCHITECT PRIOR TO REMOVING ANY ITEMS IN QUESTION.

7. OWNER TO REMOVE ALL WALL MOUNTED ITEMS ON WALLS SCHEDULED TO RECEIVE NEW FINISHES, TYPICAL. ALL THESE ITEMS TO BE REINSTALLED BY G.C. UNLESS DIRECTED OTHERWISE BY DMA AND/ OR AGENCY OR UNLESS SCHEDULED TO BE RELOCATED ELSEWHERE IN CONTRACT DOCUMENTS.

8. CONTRACTOR SHALL COORDINATE WITH DMA'S PROJECT MANAGER FOR WORK TIME SCHEDULE TO NOT INTERFERE WITH EXISTING OWNER OPERATIONS.

9. WORK HOURS WILL BE DETERMINED BY OWNER DURING NORMAL BUSINESS HOURS.

10. ALL WORK WILL BE SUBJECT TO RE-SCHEDULING IF SO REQUESTED BY THE OWNER AND MAY OCCUR AT THE OWNER'S DISCRETION. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL CONSTRUCTION ACTIVITIES, INCLUDING BUILDING ACCESS, TRASH DISPOSAL AND SECURITY CLEARANCE FOR PERSONNEL WITH DMA PROJECT MANAGER.

11. GC TO PROVIDE DUST AND NOISE PROOF CONSTRUCTION BARRIER AS REQUIRED TO SEPARATE CONSTRUCTION AREAS FROM ADJACENT OFFICE AREAS. MAINTAIN 2 MEANS OF EGRESS OUT OF CONSTRUCTION AREA AT ALL TIMES.

DEMOLITION PLAN LEGEND:

N

1/4" = 1'-0"1DEMO PLAN - LEVEL 2 NORTH

KEY PLAN

01 REMOVE ALL EXISTING CARPET TILE.

02 REMOVE ALL EXISTING BASE.

03 REMOVE EXISTING CEILING TILES, DRYWALL SOFFITS/CEILINGS (UNO), & CEILING GRID ASSEMBLY AS REQUIRED TORECEIVE NEW.

04 PREP EXISTING WALLS AS REQUIRED TO ALLOW FOR NEW WALL PAINT.

06 REMOVE PORTION OF EXISTING WALL TO ACCOMMODATE NEW DOOR ASSEMBLY AS SCHEDULED.

10 EXISTING HARD TILE FLOORING TO REMAIN, TYP.

12 REMOVE EXISTING DOOR, FRAME & HARDWARE, WILL NOT BE REUSED.

13 REMOVE EXISTING HALF HEIGHT WALLS.

36 INSTALL OWNER FURNISHED FLOORING & BASE.

40 CORE EXISTING FLOOR SLAB AS REQUIRED TO ACCOM. NEW ELECT. POKE-THRU. VERIFY LOCATION IN FIELD W/OWNER &(GROUND PENETRATED RADAR) GPR EXISTING CORE PRIOR TO WORK TO CONFIRM NO STRUCTURAL CONFLICTS- REFERTO ELECT.

45 CAREFULLY REMOVE EXISTING LOCKSET & PREP DOOR/S TO RECEIVE NEW.

60 CAREFULLY REMOVE LIGHT FIXTURES.

UP

5' - 10"

JANITOR

230

BRANCH RM.

234

OPEN SEATING AREA

210

CORRIDOR

226

WOMEN REST.

229

MEN REST.

232

17' - 2"

FE

1' - 0"

8' - 7"1' - 0"

7' - 3 1/2"

8' - 7"

1' - 0"8' - 7"

1' - 0"7' - 3 1/2"

SEATING AREA

225

BOARD RM.

209

STORAGE

227

OFFICE

235

BRANCH RM.

236

ACTIONS RM.

212A

BRANCH WARRANT

OFFICERS RM.

237

FIE

LD V

ER

IFY

+/- 30' - 0 1/2"

238

236

227

212A

212B

OFFICE

211B

SEATING AREA

213

NEW GWB CASE OPENING

NEW GWB SOFFIT ABOVE

EXISTING STAIRS TO REMAINEXISTING WINDOW BLINDS TO REMAIN, TYP.

EX

IST

ING

DIM

. - F

IELD

VE

RIF

Y

+/-

65'

- 2

"

EXISTING DIM. - FIELD VERIFY

+/- 91' - 7 1/2"

EX

IST

ING

DIM

. - F

IELD

VE

RIF

Y

+/-

65'

- 1

0"


+/- 84' - 2 1/2"

15

15

209C

209A

CORRIDOR

226

CORRIDOR

224

CORRIDOR

233

FE

233

235

210A

211B

209B

NE

W C

PT

EX

G. C

T

NE

W C

PT

EX

G. C

T

29

29

A401 1

A401

2

8' - 7"

A401

3

A401

4

30

1' - 0"

A6001

TYP.

30

4

30

1

RR PASSAGE

239

RR PASSAGE

231

239

230

231

COPIER MACHINE TO BE PROVIDED BY OWNER.

COPIER MACHINE TO BE PROVIDED BY OWNER.

NEW POKE THRU FLOOR BOX - REFER TO ELECT.

NEW POKE THRU FLOOR BOX - REFER TO ELECT.

PP SEE ELECTRICAL TOLOCATE ALL POWER POLES

NEW LIGHT FIXTURE

238

6161

6161

AREA OF WORK

CH

AR

LOT

TE

ST

.

EXISTING WALLS/PARTITIONS

NEW WALLS/PARTITIONS

AREA OF NO WORK

1 WALL TYPE DESIGNATION

KEYNOTEX

FURNITURE (NIC), TYP.

FEEXISTING FIRE EXTINGUISHER. COORDINATE FINAL LOCATION IN FIELD


NEW 1 HR FIRE RATING


EXISTING WALL TO BE EXTENDED TO DECK TO PROVIDE FOR 1 HR FIRE RATING

WALLS TO RECEIVE NEW ACOUSTICAL WALL PANELS FOR SOUNDPROOFING

EXISTING WALL TO BE EXTENDED 6" ABOVE CEILING

PP

NEW FURNITURE POWER POLE BY CONTRACTOR.

CORE EXISTING FLOOR SLAB AS REQUIRED TO ACCOM. NEW ELECT. POKE-THRU. VERIFY LOCATION IN FIELD W/OWNER & GPR EXISTING CORE PRIOR TO WORK TO CONFIRM NO STRUCTURAL CONFLICTS- REFER TO ELECT.

R-XREUSE EXISTING DOOR DENOTED BY CORRESPONDING TAG ON DEMOLITION PLAN

1. ALL DIMENSIONS ARE TO FACE OF METAL STUD, U.N.O.

2. ALL NEW WORK SHALL BE COMPLETE AND OPERATIONAL.

3. CONTRACTOR IS RESPONSIBLE FOR REROUTING ANY CONDUITS, WIRING, PLUMBING, OR PIPING AS REQUIRED TO ACHIEVE THE DESIRED LAYOUT SHOWN. NEW REROUTING LOCATIONS SHALL BE CONCEALED WITHIN WALL. WHEN IT IS IMPOSSIBLE TO CONCEAL ITEMS, LOCATE ITEMS TIGHT AGAINST WALLS-ENCLOSE ITEMS WITH GWB WITHOUT DISRUPTION OF SERVICE TO OTHER AREAS.

4. TYPICAL WALL JAMB TO BE 4" FROM WALL AT HINGE SIDE OF DOOR U.N.O.

5. INSIDE OF ALL NEW WALLS, AND ALL OTHER MATERIALS SHALL BE NON-COMBUSTIBLE. ALL BLOCKING WHEN REQUIRED SHALL BE NON-COMBUSTIBLE TYPE OR FIRE TREATED LUMBER.

6. ALL PENETRATIONS/HOLES IN NEW WALLS & FLOORS SHALL BE PROPERLY PATCHED TO MATCH ADJACENT AREA & FIRESTOPPED AS REQUIRED, EVEN IF PENETRATIONS/HOLES ARE COVERED BY NEW MILLWORK.

7. PROVIDE ALL NEW WALLS AS SHOWN IN WALL TYPES. IF THICKNESS IS DIFFERENT FROM ADJACENT WALL, CONTRACTOR IS REQUIRED TO ADD LAYERS OF GWB TO NEW WALLS AS REQ'D. FOR FLUSH CONDITION.

8. SUPPORT ALL WALL AND CEILING MOUNTED ITEMS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH WALL AND CEILING TYPES, TYPICAL.

9. PROVIDE BLOCKING IN ALL WALLS WHERE CABINETRY, SPECIALTY SHELVING OR A/V EQUIPMENT IS TO BE LOCATED.

10. PROVIDE ALL NONCOMBUSTIBLE TYPE BACKING AND BLOCKING IN WALLS AND CEILINGS AS REQ'D. TO RIGIDLY SECURE ALL WALL & CEILING MOUNTED ITEMS WITH ALL WOOD BLOCKING TO BE FIRE RETARDANT TYPE. COORD. W/ OWNER AND OWNER'S SPECIAL EQUIPMENT CONTRACTOR FOR LOCATION OF ALL WALL & CEILING MOUNTED ITEMS OTHER THAN THOSE SCHEDULED.


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A104

2ND FLOOR

PLAN - NORTH

10-30-2019


DM

A S

FB

AN

NE

X R

EN

OV

AT

ION

-P

HA

SE

1

LDS

31

0 C

HA

RL

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TE

ST

., S

T. A

UG

US

TIN

E,

FL

32

08

4

KEY PLAN

FLOOR PLAN KEY NOTES:

GENERAL FLOOR PLAN NOTES

GENERAL FLOOR PLAN LEGEND:

KEY PLAN

N

1/4" = 1'-0"1FLOOR PLAN - LEVEL 2 NORTH

15 PROVIDE NEW ACOUSTICAL WALL PANELS FOR SOUNDPROOFING.

29 PATCH & REPAIR EXG. CERAMIC TILE WHERE EXG. WALLS REMOVED AS REQ'D. FOR UNIFORMCONDITION AS REQ'D TO MATCH EXISTING. PROVIDE NEW TRANSITION, TYP.

30 PROVIDE NEW WALL INFILL (W/NEW SOUND INSULATION) TO MATCH ADJACENT CONSTRUCTIONAS REQ'D FOR UNIFORM FINISH CONDITION.

61 PROVIDE NEW LIGHT FIXTURES.

EXISTING RAISED SLAB / EXHAUST FAN

NEW EXHAUST VENT

EXISTING RV, TYP.

NEW 4" CANT, TYP.

RD

RD

RD

RD

EX

IST

ING

DIM

. -

FIE

LD

VE

RIF

Y

+/-

65'-2

"


+/- 84'-2 1/2"


+/- 91'-7 1/2"

EX

IST

ING

DIM

. -

FIE

LD

VE

RIF

Y

+/-

65'-1

0"

22

22

22

21

EXISTING ROOF

DRAIN, TYP.

33

21

EXISTING RTU

TO REMAIN

EXISTING ACU

18

EXISTING EXHAUST VENT

18

18

2116 17 18 19 20

18

1/4"/FT

SLO

PE

-M

IN. , T

YP

.

EXISTING VTR, TYP.

EXISTING ROOF PIPE BOOTS TO BE REMOVED - REFER TO MECHANICAL, TYP.

EXISTING ROOF ACCESS DOOR TO REMAIN.

EXISTING FENCE BARRIER TO BE REMOVED.

EXISTING ROOF DRAINAGE

RD

20

22

18

EXISTING RV, TYP.

28

28

ROOF ASSEMBLY TYPE 2 - NEW MODIFIED BITUMEN SYSTEM OVER NEW TEMPORARY ROOF OVER EXISTING LIGHTWEIGHT INSULATED CONCRETE DECK.

35

18

1

A501

TYP.

5

A501

TYP.6

A501

TYP.

3

A501

TYP.

2

A501

TYP.

4

A501

TYP.

33

59

4

A501

TYP.

A5018

TYP.

A5019

TYP.

EXISTING MOISTURE RELIEF VENT, TYP.

17

515151

52

NEW WALK TREAD, TYP.

17

17

17

58

EXISTING RTU

TO REMAIN

AREA OF WORK

CH

AR

LOT

TE

ST

.

ROOF SLOPE - MIN. 1/4"/FT.

NOTE PROVIDE NEW CRICKET ON ALL HOODS AND EQUIPMENT AS REQ'D TO PROMOTE DRAINAGE

REMOVE & REPLACE EXISTING OVERFLOW SCUPPER ASSEMBLY

REMOVE & REPLACE EXISTING CONDUCTOR HEAD AND DOWNSPOUT ASSEMBLY

NEW OR EXISTING EXHAUST FAN

NEW ROOF DRAIN ASSEMBLY IN EXISTING LOCATION - REFER TO PLUMBING

EXISTING EXHAUST HOOD OR EQUIPMENT TO REMAIN NOTE PROVIDE NEW CRICKET ON ALL HOODS AND EQUIPMENT AS REQ'D TO PROMOTE POSITIVE DRAINAGE

EXIST AC UNIT SYSTEM ASSEMBLY NOTE PROVIDE NEW CRICKET ON ALL HOODS AND EQUIPMENT AS REQ'D TO PROMOTE POSITIVE DRAINAGE

RD

EXISTING MOISTURE RELIEF VENT

ROOF ASSEMBLY TYPE 1-NEW MODIFY BITUMEN SYSTEM OVER NEW RIGID INSULATION OVER NEW TEMPORAY ROOF OVER EXISTING DECK.

ROOF ASSEMBLY TYPE 2 -NEW MODIFIED BITUMEN SYSTEM OVER NEW TEMPORARY ROOF OVER EXISTING LIGHTWEIGHT INSULATED CONCRETE DECK.

EXISTING VTR

NEW FREESTANDING FALL PROTECTION SYSTEM

LS

NEW PREFABRICATED LINE SHACK FLASHING TO SEAL NEW REFRIGERANT PIPING- SEE MECH.

NEW WALK TREAD -CONFIRM PLACEMENT/LOCATION W/ CONTRACTOR


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A200

ROOF PLAN -

NORTH

10-30-2019


DM

A S

FB

AN

NE

X R

EN

OV

AT

ION

-P

HA

SE

1

LDS

31

0 C

HA

RL

OT

TE

ST

., S

T. A

UG

US

TIN

E,

FL

32

08

4

N

3/16" = 1'-0"1ROOF PLAN - NORTH

ROOF PLAN KEY NOTES:

GENERAL ROOF PLAN NOTES

GENERAL ROOF PLAN LEGEND:

KEY PLAN


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A200

ROOF PLAN -

NORTH

10-30-2019


DM

A S

FB

AN

NE

X R

EN

OV

AT

ION

-P

HA

SE

1

LDS

31

0 C

HA

RL

OT

TE

ST

., S

T. A

UG

US

TIN

E,

FL

32

08

4

16 REMOVE EXISTING ROOFING ASSEMBLY DOWN TO TOP OF EXISTING STRUCTURAL DECK INCLUDINGALL ROOFING, FLASHINGS, WALK PADS, CANTS,ACCESSORIES, ETC.

17 NEW FACTORY FABRICATED METAL COPING ASSEMBLY, TYP.

18 REMOVE EXISTING OVERFLOW SCUPPER & PRIMARY SCUPPER ASSEMBLY. TEMPORARILY REMOVEEXISTING CONDUCTOR HEAD ASSEMBLY AS REQUIRED TO COMPLETE NEW ROOFING WORK.

19 PROVIDE NEW BUILT-UP ROOFING ASSEMBLY OVER EXISTING LIGHTWEIGHT INSULATING CONCRETEDECK. PROVIDE ALL NEW FLASHINGS, METAL COPING, OVERFLOW SCUPPERS, WALK PADS, ANDACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.

20 EXISTING HVAC UNIT & EQUIPMENT TO BE REINSTALLED ON NEW STRUCTURAL PLATFORM - SEEMECHANICAL & STRUCTURAL.

21 PROVIDE NEW ROOFTOP SUPPORTS FOR ALL EXISTING HVAC CONDENSATE LINES, ELECTRICALCONDUITS AND ROOFTOP PIPING, TYP.

22 REMOVE EXISTING ROOF DRAIN ASSEMBLY AS REQUIRED TO RECEIVE NEW ROOF DRAIN ASSEMBLY.REFER TO PLUMBING

28 NEW FREE STANDING ROOF EDGE FALL PROTECTION SYSTEM, INCLUDING PIPE RAILINGS, UPRIGHTS,BASES, COUNTERWEIGHTS, AND FITTINGS.

33 EXISTING AC UNIT & CURB ASSEMBLY TO BE REMOVED & REINSTALLED ON NEW CURB. REFER TOMECHANICAL FOR ADDITIONAL INFORMATION.

35 ROOF ASSEMBLY TYPE 2 - NEW MODIFIED BITUMEN SYSTEM OVER NEW TEMPORARY ROOF EXISTINGLIGHTWEIGHT INSULATED CONCRETE DECK.

51 INFILL EXISTING ROOF PENETRATIONS TO MATCH EXISTING STRUCTURAL DECKING AS REQ'D. TORECEIVE NEW ROOF ASSEMBLY.

52 NEW PREFABRICATED LINE SHACK FLASHING TO HOUSE NEW REFRIGERANT PIPING- REFER TOMECHANICAL.

58 EXISTING AC UNITS ON THE ROOF TO BE RELOCATED OR REMOVED, & ACCOM. NEW STRUCTURALDECK INFILL AS REQ'D. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.

59 EXISTING HVAC UNIT TO REMAIN.

1. CONTRACTOR IS TO REMOVE AND REPLACE ALL EXISTING ROOF SYSTEMS WITHIN THE SCOPE OF WORK.

2. PROVIDE TEMPORARY ROOF OVER ALL AREAS TO RECEIVE NEW ROOFING SYSTEM.

3. CONTRACTOR IS TO REMOVE AND REPLACE ALL CANT STRIPS. REPLACE WITH NEW NON-COMBUSTIBLE CANTS.

4. CONTRACTOR IS TO PROPERLY REFLASH ALL EXISTING ROOF PENETRATIONS AND ROOF EQUIPMENT WHETHER INDICATED ON PLANS OR NOT.

5. CONTRACTOR TO REMOVE AND REPLACE ALL METAL OVERFLOW SCUPPERS. FINISH OF NEW SCUPPERS TO MATCH NEW METAL COPING.

6. ALL EXISTING FLASHING ARE TO BE REPLACED W/ NEW LIQUID APPLIED FLASHING (PARAPRO) AND W/ ALL EXISTING COUNTERFLASHING ASSEMBLIES TO BE REPLACED W/ NEW METAL COUNTERFLASHING, TYP. U.N.O.

7. CONTRACTOR TO REPLACE ALL ROOF DRAINS & PROVIDE NEW ROOF DRAIN TO BE SIPLAST RETROFIT MODEL - SIZE TO MATCH EXISTING.

8. CONTRACTOR IS TO PREP & PAINT (2 COATS OF GALVANIZED PAINT) ALL EXISTING FREE STANDING EQUIPMENT PIPE/TUBE SUPPORTS.

9. CONTRACTOR IS TO REMOVE AND REPLACE ALL EXISTING ROTTEN WOOD AS PART OF THE REPAIRS.

10. CONTRACTOR WILL BE REQUIRED TO TEMPORARILY LIFT UP & DISCONNECT/RECONNECT ALL EXISTING ROOFTOP EQUIPMENT AS REQUIRED TO INSTALL NEW FLASHINGS PER MANUFACTURER'S RECOMMENDATIONS.

1/4"

/FT

SLO

PE

-M

IN.

EXISTING EXHAUST FAN

NEW 4" CANT, TYP.

EXISTING CONDUCTOR HEAD, TYP.

EXISTING RV, TYP. EXISTING OVER FLOW SCUPPER, TYP.

EXISTING FENCE BARRIER

EXISTING ROOF DRAINAGE

NEW 4" CANT, TYP. 1818

1918

1918

1918

16 17 18 20 23

21

RD

20

22

19

EXISTING VTR VENT, TYP.

EXISTING VTR VENT, TYP.

EXISTING RV, TYP.

RELOCATED AC UNIT SYSTEM, TYP. - SEE MECHANICAL RELOCATED AC UNIT

SYSTEM, TYP. - SEE MECHANICAL


+/- 88'-9"

EX

IST

ING

DIM

. -

FIE

LD

VE

RIF

Y

+/-

63

'-4

1/2

"


+/- 82'-6 1/2"

EX

IST

ING

DIM

. -

FIE

LD

VE

RIF

Y

+/-

51

'-1

0 1

/2"

EXISTING RAISED SLAB / EXHAUST FAN

EXISTING PIPE PENETRATION, TYP.

28

28

ROOF ASSEMBLY TYPE 1 - NEW MODIFY BITUMEN SYSTEM OVER NEW RIGID INSULATION OVER NEW TEMPORARY ROOF OVER EXISTING DECK.

ROOF ASSEMBLY TYPE 2 - NEW MODIFIED BITUMEN SYSTEM OVER NEW TEMPORARY ROOF OVER EXISTING LIGHTWEIGHT INSULATED CONCRETE DECK.

ROOF ASSEMBLY TYPE 1 - NEW MODIFY BITUMINOUS SYSTEM OVER NEW RIGID INSULATION OVER NEW TEMPORARY ROOF OVER EXISTING DECK.

34

EXISTING RV, TYP.

TYPICAL ROOF DETAILS ARE SHOWN ON A501.

GENERAL NOTE:

EXISTING ROOF ACCESS DOOR TO REMAIN.

4

A501

TYP.

7

A501

TYP.

3

A501

TYP.

42

41

TYP.

TYP.

TYP.

1

A501

TYP.

4

A501

TYP.

6

A501

TYP.

2

A501

TYP.

A5018

TYP.

17

17

17

17515151

NEW REFRIGERANT PIPING, TYP.- SEEMECHANICAL

49

6

A501

TYP.

17

17

535353 58

AREA OF WORK

CH

AR

LOT

TE

ST

.

ROOF SLOPE - MIN. 1/4"/FT.

NOTE PROVIDE NEW CRICKET ON ALL HOODS AND EQUIPMENT AS REQ'D TO PROMOTE DRAINAGE

REMOVE & REPLACE EXISTING OVERFLOW SCUPPER ASSEMBLY

REMOVE & REPLACE EXISTING CONDUCTOR HEAD AND DOWNSPOUT ASSEMBLY

NEW OR EXISTING EXHAUST VENT

EXISTING ROOF DRAIN LOCATION W/NEW ROOF DRAIN ASSEMBLY - SEE PLUMBING

EXISTING EXHAUST HOOD OR EQUIPMENT TO REMAIN NOTE PROVIDE NEW CRICKET ON ALL HOODS AND EQUIPMENT AS REQ'D TO PROMOTE POSITIVE DRAINAGE

EXIST AC UNIT SYSTEM ASSEMBLY NOTE PROVIDE NEW CRICKET ON ALL HOODS AND EQUIPMENT AS REQ'D TO PROMOTE POSITIVE DRAINAGE

RD

EXISTING RV

NEW FREESTANDING FALL PROTECTION SYSTEM

ROOF ASSEMBLY TYPE 1 -NEW MODIFY BITUMEN SYSTEM OVER NEW RIGID INSULATION OVER NEW TEMPORARY ROOF OVER EXISTING DECK.

ROOF ASSEMBLY TYPE 2 -NEW MODIFIED BITUMEN SYSTEM OVER NEW TEMPORARY ROOF OVER EXISTING LIGHTWEIGHT INSULATED CONCRETE DECK.

EXISTING VTR

LS

NEW PREFABRICATED LINE SHACK FLASHING TO SEAL NEW REFRIGERANT PIPING- SEE MECH.

NEW WALK TREAD -CONFIRM PLACEMENT/LOCATION W/ CONTRACTOR


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A201

ROOF PLAN -

SOUTH

10-30-2019


DM

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FB

AN

NE

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OV

AT

ION

-P

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SE

1

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31

0 C

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US

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32

08

4

N

3/16" = 1'-0"1ROOF PLAN - SOUTH

ROOF PLAN KEY NOTES:

GENERAL ROOF PLAN NOTES

GENERAL ROOF PLAN LEGEND:

KEY PLAN

16 REMOVE EXISTING ROOFING ASSEMBLY DOWN TO TOP OF EXISTING STRUCTURAL DECKINCLUDING ALL ROOFING, FLASHINGS, WALK PADS, CANTS,ACCESSORIES, ETC.

17 NEW FACTORY FABRICATED METAL COPING ASSEMBLY, TYP.

18 REMOVE EXISTING OVERFLOW SCUPPER & PRIMARY SCUPPER ASSEMBLY. TEMPORARILYREMOVE EXISTING CONDUCTOR HEAD ASSEMBLY AS REQUIRED TO COMPLETE NEW ROOFINGWORK.

19 PROVIDE NEW BUILT-UP ROOFING ASSEMBLY OVER EXISTING LIGHTWEIGHT INSULATINGCONCRETE DECK. PROVIDE ALL NEW FLASHINGS, METAL COPING, OVERFLOW SCUPPERS, WALKPADS, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.

20 EXISTING HVAC UNIT & EQUIPMENT TO BE REINSTALLED ON NEW STRUCTURAL PLATFORM - SEEMECHANICAL & STRUCTURAL.

21 PROVIDE NEW ROOFTOP SUPPORTS FOR ALL EXISTING HVAC CONDENSATE LINES, ELECTRICALCONDUITS AND ROOFTOP PIPING, TYP.

22 REMOVE EXISTING ROOF DRAIN ASSEMBLY AS REQUIRED TO RECEIVE NEW ROOF DRAINASSEMBLY. REFER TO PLUMBING

23 PROVIDE NEW BUILT-UP ROOFING ASSEMBLY OVER NEW RIGID INSULATION (R20) OVER EXISTINGSLOPED METAL DECK. PROVIDE ALL NEW FLASHINGS, METAL COPING, OVERFLOW SCUPPERS,WALK PADS, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.

28 NEW FREE STANDING ROOF EDGE FALL PROTECTION SYSTEM, INCLUDING PIPE RAILINGS,UPRIGHTS, BASES, COUNTERWEIGHTS, AND FITTINGS.

34 ROOF ASSEMBLY TYPE 1 - NEW MODIFY BITUMEN SYSTEM OVER NEW RIGID INSULATEDCONCRETE & OVER NEW TEMPORARY ROOF EXISTING DECK.

41 NEW ROOF PIPE SUPPORTS WITH NEW WALK TREAD UNDER EACH SUPPORT, TYP. - REFER TOMECHANICAL FOR ADDITIONAL INFORMATION.

42 NEW EQUIPMENT STAND WITH STRUCTURAL PIPE SUPPORTS. REFER TO STRUCTURAL.

49 REMOVE EXISTING THRU WALL SCUPPER ASSEMBLY TO RECEIVE NEW.

51 INFILL EXISTING ROOF PENETRATIONS TO MATCH EXISTING STRUCTURAL DECKING AS REQ'D. TORECEIVE NEW ROOF ASSEMBLY.

53 EXISTING AC UNITS TO BE REMOVED & RELOCATED W/ NEW ROOF DECK INFILL - SEESTRUCTURAL

58 EXISTING AC UNITS ON THE ROOF TO BE RELOCATED OR REMOVED, & ACCOM. NEW STRUCTURALDECK INFILL AS REQ'D. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.

1. CONTRACTOR IS TO REMOVE AND REPLACE ALL EXISTING ROOF SYSTEMS WITHIN THE SCOPE OF WORK.

2. PROVIDE TEMPORARY ROOF OVER ALL AREAS TO RECEIVE NEW ROOFING SYSTEM.

3. CONTRACTOR IS TO REMOVE AND REPLACE ALL CANT STRIPS. REPLACE WITH NEW NON-COMBUSTIBLE CANTS.

4. CONTRACTOR IS TO PROPERLY REFLASH ALL EXISTING ROOF PENETRATIONS AND ROOF EQUIPMENT WHETHER INDICATED ON PLANS OR NOT.

5. CONTRACTOR TO REMOVE AND REPLACE ALL METAL OVERFLOW SCUPPERS. FINISH OF NEW SCUPPERS TO MATCH NEW METAL COPING.

6. ALL EXISTING FLASHING ARE TO BE REPLACED W/ NEW LIQUID APPLIED FLASHING (PARAPRO) AND W/ ALL EXISTING COUNTERFLASHING ASSEMBLIES TO BE REPLACED W/ NEW METAL COUNTERFLASHING, TYP. U.N.O.

7. CONTRACTOR TO REPLACE ALL ROOF DRAINS & PROVIDE NEW ROOF DRAIN TO BE SIPLAST RETROFIT MODEL - SIZE TO MATCH EXISTING.

8. CONTRACTOR IS TO PREP & PAINT (2 COATS OF GALVANIZED PAINT) ALL EXISTING FREE STANDING EQUIPMENT PIPE/TUBE SUPPORTS.

9. CONTRACTOR IS TO REMOVE AND REPLACE ALL EXISTING ROTTEN WOOD AS PART OF THE REPAIRS.

10. CONTRACTOR WILL BE REQUIRED TO TEMPORARILY LIFT UP & DISCONNECT/RECONNECT ALL EXISTING ROOFTOP EQUIPMENT AS REQUIRED TO INSTALL NEW FLASHINGS PER MANUFACTURER'S RECOMMENDATIONS.

11. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL WORK & INFORMATION.

NEW GWB CASED OPENING

NEW GWB SOFFIT

NEW ACT CEILING ASSEMBLY, TYP.

229

232

212A

234

213

233

231

230

239

211B

227

209 226

235

236

210

237

224

225

5

A400

Sim

TYP.

5454

NEW GWB SOFFIT

AREA OF WORK

CH

AR

LOT

TE

ST

.

NEW 2X2 ACOUSTICAL CEILING TILE CEILING SYSTEM - ACT-1

AREA OF NO WORK NEW 2X2 LED FIXTURE

NEW EXIT SIGN W/ DIRECTIONAL ARROWS

XX'-XX X/X"

NEW GYPSUM WALLBOARD (GWB) CEILING OR SOFFIT. PAINT ALL NEW GWB AS SCHEDULED

CEILING HEIGHTNEW SUPPLY / RETURN AIR DIFFUSER - SEE MECHANICAL DRAWINGS

EXIST. ACOUSTICAL CEILING TILE CEILING SYSTEM

EXISTING GYPSUM WALLBOARD (GWB) CEILING

NEW EMERGENCY LIGHT FIXTURE

NEW HANGING LIGHT FIXTURE

NEW EXHAUST FAN


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A204

2ND FLOOR -

REFLECTED

CEILING PLAN -

NORTH

10-30-2019


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REFLECTED CEILING PLAN KEY NOTES:

GENERAL REFLECTED CEILING PLAN NOTES

1. CENTER ALL CEILING MOUNTED ITEMS IN ACOUSTICAL CEILING TILES, EXCEPT EXIT SIGNS (CENTERED OVER THE EXIT DOOR). FOR GWB CEILINGS & SOFFITS, G.C. TO CENTER & ALIGN CEILING MOUNTED ITEMS WITH ONE ANOTHER. UNO.

2. G.C. TO SEAL, CAULK AND IN-FILL ANY EXISTING AND NEW PENETRATIONS OR OPENINGS AT ALL WALLS LOCATED WITHIN THE SCOPE OF WORK AREA ON BOTH SIDES AS REQUIRED FOR COMPLETELY ACOUSTICALLY SEALED CONDITION, TYP.

3. PATCH AND REPAIR ALL VISIBLE CEILING DEFICIENCIES IN EXISTING CEILING AREAS AS REQUIRED TO RECEIVE NEW FINISHES, TO MATCH WITH NEW WALLS AND CEILINGS AND AS REQUIRED FOR COMPLETELY UNIFORM CONDITION, TYPICAL.

4. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

REFLECTED CEILING PLAN LEGEND

KEY PLAN

N

1/4" = 1'-0"1RCP - LEVEL 2 NORTH

54 REMOVE & REPLACE PORTIONS OF EXISTING CEILING ASSEMBLY AS REQUIRED TO ACCOM. NEWABOVE CEILING WORK & AS REQUIRED TO MATCH EXISTING.

MA

TC

H E

XIS

TIN

G

+/-

9'-0

"


GWB COLUMN

NEW CEILING AS SCHEDULED, TYP.

1'-0" 3'-11" 1'-0" 4'-5" 1'-0" 4'-5" 1'-0" 3'-11" 1'-0"

OPEN OPEN OPEN OPEN

NEW BASE AS SCHEDULED, TYP.

5

A400

7'-2

"

NEW WALL PAINT AS SCHEDULED, TYP.

1'-0 1/2" 3'-0" 4'-10 1/2" 4'-0" 1'-0" 3'-11" 1'-0" 4'-5" 1'-0" 4'-5" 2'-3"

MA

TC

H E

XIS

TIN

G

+/-

9'-0

"


GWB COLUMN

7'-2

"



OPEN OPEN OPENOPEN OPEN

NEW WALL PAINT AS SCHEDULED.

MA

TC

H E

XIS

TIN

G

+/-

9'-0

"

NEW 5/8" GWB CASED OPENING & SOFFIT. NOTE THAT SOFFIT TO TERMINATE 1" BELOW NEW ACT CEILINGS WHERE SHOWN ON RCP.

GWB COLUMN BEYOND



MATCH EXG. WIDTH+/- 5"

7'-2" AT GWB CASED OPENING

WHERE SHOWN ON INTERIOR

ELEVATIONS

6" METAL STUD FRAMING HEADER

3 5/8" METAL STUD

CORNER BEAD

BOTTOM OF FLOOR OR ROOF STRUCTURE ABOVE

CONTINUOUS SEALANT, BOTH SIDES, TYP.

CONTINUOUS SEALANT (OR FIRE CAULKING IN FIRE RATED WALL) AROUND BOTH SIDES & ALL PENETRATIONS, TYP.

PROVIDE 4' HIGH CORNER GUARDS EQUAL TO INPRO AT ALL EXPOSED CORNERS, TYP.

8'-11" AT NEW GWB SOFFITS,

TYP.

EXISTING GYPSUM BOARD

NEW GYPSUM BOARD


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A400

INTERIOR

ELEVATIONS &

ENLARGED

PLANS

10-30-2019


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4

1/2" = 1'-0"1NOT USED

1/2" = 1'-0"2FAMILY PROGRAM RM. 208 ELEVATION

1/2" = 1'-0"3SEPARATION BRANCH SEATING AREA RM. 204 ELEVATION

3/4" = 1'-0"4NOT USED

3/4" = 1'-0"5TYPICAL GWB CASED OPENING & SOFFIT DETAIL

ELEVATION LEGEND:

MA

TC

H E

XIS

TIN

G

+/-

9'-0

"

TY

P.

6'-0

"

NEW 1" THICK ACOUSTICAL SOUND PANELS (AWP-1) (6'HX2'W), TYP.



6

A401

6

A401

TYP.

TYP.



NEW 1" THICK ACOUSTICAL SOUND PANELS (6'HX2'W)

1' - 3 1/2"

TY

P.

6' -

0"

NEW INFILL

1'-0"7'-3 1/2"1'-0"8'-7"1'-0"8'-7"

MA

TC

H E

XIS

TIN

G

9'-0

"


GWB COLUMN

NEW GWB CASED OPENINGSNEW CEILING AS SCHEDULED, TYP.

NEW DOOR

7'-2

"

1'-0 1/2" 7'-3 1/2" 1'-0" 8'-7" 1'-0" 8'-7"

NEW DOOR

MA

TC

H C

EIL

ING

+/-

9'-0

"

EXISTING DOOR



GWB COLUMN

NEW GWB CASED OPENINGS

EXISTING GYPSUM BOARD

NEW GYPSUM BOARD

PANEL BACK

CE

ILIN

G C

LEA

RA

NC

E1"

MIN

.

PANEL

WALL SURFACE

PANEL

WALL SURFACE

WALL - MOUNTED Z-CLIP

Z-CLIP

FABRIC RETURN

FASTENERS

2'-0", TYP.

1" TYP.


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 12

2180

52 B

UIL

DIN

G 1

9 R

EV

ISIO

N F

LOO

R P

LAN

S P

ER

DM

A

CO

MM

EN

TS

04-1

0-20

19

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A401

INTERIORELEVATIONS &

ENLARGEDPLANS

10-30-2019


DM

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FB

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31

0 C

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ST

., S

T. A

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US

TIN

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FL

32

08

4

1/2" = 1'-0"1 ACOUSTICAL PANELS (AWP-1) AT BOARD RM. EAST ELEVATION

TYPICAL GWB COLUMN CORNER GUARD DETAIL

1/2" = 1'-0"2 ACOUSTICAL PANELS AT BOARD RM. SOUTH ELEVATION

3/8" = 1'-0"3 OPEN SEATING AREA RM. 210 ELEVATION

3/8" = 1'-0"4 SEATING AREA RM. 213 ELEVATION 5

6 TYPICAL ACOUSTICAL WALL PANEL (AWP-1) Z-CLIPINSTALLATION

ELEVATION LEGEND:


NEW 3 1/2" SOUND INSULATION FULL HEIGHT BETWEEN STUDS, TYP.

NEW 3-5/8" METAL STUDS @ 16" O.C.,

NEW 5/8" GWB, BOTH SIDES

CEILING SYSTEM AS SCHEDULED

CONTINUOUS SEALANT,BOTH SIDES, TYP.

AS

SC

HE

DU

LED

CE

ILIN

G H

EIG

HT

TYPE 1 - METAL STUD PARTITION -1HR FIRE RATED FULL HEIGHT - UL DESIGN NO. U419

FINISH FLOOR AND BASE- AS SCHED.


TYPE 2 - METAL STUD FURRING AT EXISTING WALL

FINISH FLOOR AND BASE - AS SCHED,


EX

IST

ING

CO

NS

TR

UC

TIO

N W

ALL

TO

RE

MA

IN

NEW 5/8" GWB.

BASE AS SCHED.

AS

SC

HE

DU

LE

D

CE

ILIN

G H

EIG

HT

BOTTOM OF ROOF TRUSS/ JOIST

NEW 3 1/2" SOUND INSULATION FULL HEIGHT BETWEEN STUDS, TYP.

NEW 3-5/8" METAL STUDS @ 16" O.C.

NEW 5/8" GWB, BOTH SIDES


EXTEND STUDS TO STRUCTURE ABOVE AS REQ'D FOR BRACING

AS

SC

HE

DU

LED

CE

ILIN

G H

EIG

HT

TYPE 5 - METAL STUD PARTITION- EXTENDS 6" ABOVE CEILING

FINISH FLOOR AND BASE- AS SCHED.

6" M

IN.

FIRE STOP

TYPE 3 - EXISTING PARTITION WITH NEW WALL EXTENSION TO DECK TO PROVIDE 1 HR FIRE RATING



EX

IST

ING

CO

NS

TR

UC

TIO

N W

ALL

TO

RE

MA

IN

NEW 5/8" GWB.

BASE AS SCHED.

AS

SC

HE

DU

LE

D

CE

ILIN

G H

EIG

HT

TYPE 4 - EXISTING PARTITION WITH NEW WALL EXTENSION 6" ABOVE CEILING.



EX

IST

ING

CO

NS

TR

UC

TIO

N W

ALL

TO

RE

MA

IN

NEW 5/8" GWB.

BASE AS SCHED.

AS

SC

HE

DU

LE

D

CE

ILIN

G H

EIG

HT

NEW CEILING SYSTEM AS SCHEDULED

NEW CEILING SYSTEM AS SCHEDULED




FIRE STOP

6"

MIN

.


TYPE 2 A - SAME AS ABOVE EXCEPT NO EXISTING WALL AND NEW 5/8" GWB ON BOTH SIDE

CONTINUOUS FIRE CAULKING,BOTH SIDES, TYP.


BOTTOM OF ROOF TRUSS/ JOIST


FIRE STOP


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

ING

19

RE

VIS

ION

FLO

OR

PLA

NS

PE

R D

MA

C

OM

ME

NT

S04

-10-

2019

30%

SU

BM

ITT

AL

05-0

6-20

19

65%

SU

BM

ITT

AL

06-1

1-20

19

95%

SU

BM

ITT

AL

07-1

7-20

19

100%

SU

BM

ITT

AL

08-2

8-20

19

100%

BID

DO

CU

ME

NT

S -

PH

AS

E 1

10-3

0-20

19

A500

WALL TYPES

10-30-2019


DM

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08

4

1. GENERAL - IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE SUBSTANTIAL FIRE RESISTIVE INSTALLATIONS CONFORMING TO REQUIREMENTS OF THE INDICATED FIRE TEST AND RECOMMENDATIONS OF UNDERWRITER'S LABORATORIES (U.L.), THE GYPSUM ASSOCIATION AND WALLBOARD MANUFACTURER. INSTALLATIONS NOT CONFORMING TO THOSE STANDARDS SHALL BE CORRECTED AT NO COST TO THE GOVERNMENT.

2. WALL TYPES - ALL INTERIOR STUDS AND RUNNERS SHALL (MIN.) 20 GA. HOT DIP GALV. STEEL STUDS PER ASTM A525, AND 18 GA. AT WALLS OVER 20' HIGH, UNLESS NOTED OTHERWISE.

3. CONSTRUCTION - CONTRACTOR SHALL AT ALL TIMES ENDEAVOR TO CONSTRUCT THE WORK IN STRICTEST ACCORDANCE TO SOUND PRACTICES OF GYPSUM ASSOCIATION. DEVIATIONS FROM RECOMMENDATIONS OF THE MANUFACTURER OR THE GYPSUM ASSOCIATION SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. ENCLOSURES - COORDINATE INSTALLATION OF PLUMBING, VENT STACKS AND CONDUIT TO PERMIT INSTALLATION OF RECESSED TOILET ACCESSORIES, FIRE EXTINGUISHER CABINETS AND OTHER RECESSED EQUIPMENT. WHERE SUCH ITEMS ARE RECESSED IN FIRE OR FIRE/ SMOKE WALLS, THEY SHALL BE INSTALLED IN OPENINGS LINED WITH 5/8" FIRE RESISTIVE GYPSUM BOARD SCREWED TO STUDS AND CHANNEL HEADERS ON TOP, BOTTOM, SIDES AND BACK OF RECESS IN LAYERS EQUAL TO THE RATING OF THE WALL IN WHICH THEY OCCUR, TO CREATE A FIVE SIDED ENCLOSURE. ALLOW FOR AN AIRSPACE BETWEEN THE BACK OF THE LAYERS OF WALLBOARD OF THE ENCLOSURE AND REVERSE SIDE OF THE WALL

5. CONTROL JOINTS - IN ALL CONTINUOUS, UNINTERRUPTED GYPSUM BOARD PARTITIONS, PROVIDE CONTROL JOINTS AT INTERVALS AS RECOMMENCED BY THE MANUFACTURER, 30'-0" MAXIMUM, VERIFY WITH THE ARCHITECT EXACT LOCATIONS OF ALL CONTROL JOINTS, UNLESS INDICATED ON THE DRAWINGS. REFER TO THE DRAWINGS FOR DETAILS. IF NO DETAIL IS SHOWN, USE MANUFACTURERS STANDARD DETAIL.

6. ALL DRYWALL PARTITIONS CONTAINING SOUND ATTENUATION BLANKETS SHALL BE PERIMETER SEALED ALONG WITH SEALING AROUND ALL PENETRATIONS, TYPICAL. PROVIDE ONE CONTINUOUS CAULK BEAD AT THE HEAD AND SILL, UNDER THE METAL RUNNERS, AND ON EACH SIDE OF THE DRYWALL TO FILL THE GAP BETWEEN THE GYPSUM WALL BOARD AND THE FLOOR AND CEILING. AT VERTICAL INTERSECTIONS, ONE CONTINUOUS CAULK BEAD SHALL BE RUN UNDER THE VERTICAL METAL STUD AND ON EACH SIDE TO FILL THE GAP WHERE THE GYPSUM WALL BOARD MEETS A COLUMN, PARTITION, OR OTHER ELEMENT. NO GAPS OR VOIDS IN THE WALL ARE PERMITTED.

7. ALL DRYWALL PARTITIONS CONTAINING SOUND ATTENUATION BLANKETS SHALL CONTAIN A PRE-MOLDED FILLER (OF A FIRE RESISTIVE MATERIAL AT FIRE RATED PARTITIONS) PACKED BETWEEN THE TOP OF THE PARTITION AND THE VOIDS OR CORRUGATIONS IN STRUCTURE ABOVE.

8. PROVIDE FIRE STOPPING IN ALL NEW & EXISTING OPENINGS/PENETRATIONS AS REQUIRED TO MAINTAIN FIRE SPECIFIED RATING AS REQUIRED.

9. ALL WALL TYPES LIST THE DESIGN NUMBERS AND MINIMUM STC REQUIRED FOR SOUND CONTROL.

10. 3" SOUND ATTENUATION BLANKETS TO BE UNFACED ROCKWOOL TYPE OR APPROVED EQUIVALENT, TYP., UNO

11. NO WALL MOUNTED DEVICES (I.E. LIGHTING, POWER, TELECOMMUNICATIONS/DATA, ETC.) SHALL BE INSTALLED BACK TO BACK.

12. PROVIDE ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED TYPE.

13. PROVIDE INTERMEDIATE HORIZONTAL METAL STUDS & WOOD BLOCKING BEHIND ALL WALL MOUNTED ITEMS AS REQUIRED FOR ANCHORAGE AND RIGID CONDITION, TYP.

14. PROVIDE METAL STUDS, ANCHORAGE, HEADERS, AND BRACING AS REQUIRED FOR RIGID CONDITION AROUND ALL LINEAR DIFFUSERS, TYPICAL.

15. G.C. TO CONTINUOUSLY SEAL AROUND ALL WALL PENETRATIONS IN THE AREAS OF RENOVATION AT ALL NEW AND EXISTING FULL HEIGHT WALLS AS REQUIRED FOR SOUND TIGHT CONDITION, WHETHER INDICATED OR NOT- TYP.

GENERAL PARTITION NOTES

PARTITION TYPES

PARADIENE 20

PARADIENE 30 FR (fully adhere, prepare granule surfaces)

WALL (prime masonry surfaces)

NON - COMBUSTIBLE CANT

METAL COPING ASSEMBLY(installed per manufacturer's/SMACNA guidelines)

PARADIENE 20 SA

VERAL,(torch to prepared surfaces and fasten 9" o.c.)

PARADIENE 20 or 20 SA

RIGID INSULATION

APPROVED COVERBOARD

NOTES:

1. PREPARE GRANULE SURFACES UNDER FLASHING BY TORCH PREPARATION.

2. WHERE PRIMER IS INDICATED TO MAINTAIN PROPER ADHESION, TA-119 PRIMER IS REQUIRED FOR ALL PARADIENE 20 SA FLASHING REINFORCING AND STRIPPING PLY APPLICATIONS. USE PA-1125 OR PA-917 LS PRIMER FOR ALL OTHER PARADIENE 20 SERIES PRODUCTS THAT ARE NOT SELF-ADHESIVE SHEETS. CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS.

3. THE METAL WORK AND CARPENTRY SHOWN DEPICT SHOP FABRICATION AND JOB-SITE ASSEMBLY. THESE COMPONENTS SHOULD BE DESIGNED/FABRICATED/INSTALLED ACCORDING TO GENERALLY ACCEPTED INDUSTRY PRACTICES, STANDARDS, AND APPROVALS.

4. A NAILER AND TREATED WOOD CANT MAY BE REQUIRED FOR COMPLIANCE WITH SPECIFIC BUILDING CODE OR APPROVALS.

5. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE PHYSICALLY SEPARATED.

6. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING.

24"

MA

X. V

ER

IFY

EX

G. D

IM.

3"

3" 1"

+/- 10" - VERIFY EXG. DIM.

4".6".

SLOPE

PARADIENE 30 FR

PARADIENE 20

PRO PASTE

PARAPRO 123 FLASHING SYSTEM

PENETRATION

NOTES:

1. REFER TO SIPLAST PREPARATION GUIDELINES FOR PROPER SURFACE TREATMENT OF ALL MATERIALS PRIOR TO APPLICATION OF PARAPRO MATERIALS.

2. BEFORE APPLICATION OF PARAPRO FLASHING MEMBRANE, PRO PASTE SHOULD BE USED TO FILL VOIDS WHERE ROOFING MEMBRANES TERMINATE AT PENETRATIONS.

3. PARAPRO CANNOT BE APPLIED IN THE ABOVE CONFIGURATION OVER MEMBRANES OR OTHER MATERIALS CONTAINING UNCURED, SOLVENT-BASED MATERIALS. IN SUCH CASES, MEMBRANES TO BE COVERED WITH PARPARO MUST BE ADHERED WITH SFT ADHESIVE, SFT CEMENT, PS-209, OR PS-715 NS ELASTOMERIC SEALANT. CONTACT SIPLAST FOR ALTERNATIVE DETAILS THAT ALLOW FOR APPLICATION OVER A BASE PLY APPLIED IN SOLVENT BASED ADHESIVE.

4. REFER TO SIPLAST FLEECE CUTTING RECOMMENDATIONS FOR CONFIGURATIONS, CUTTING, FOLDING, AND LAPPING TECHNIQUES.

5. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIONS AND THE PARAPRO 123 FLASHING INSTALLERS GUIDE SHALL APPLY IN ADDITION TO THE ABOVE DRAWING.

APPROVED COVERBOARD

RIGID INSULATION

ROOF DECKSTRUCTURAL SUPPORT

8"

8"

RE

CO

MM

EN

DE

D

6"

MIN

.

PARABASE FS (MECHANICALLY ATTACH)

PARADIENE 20 (FULLY ADHERE)

METAL FLANGE (PRIME & SET IN PA-1021 PLASTIC CEMENT)


PARADIENE 30 FR (FULLY ADHERE)

PS-209 ELASTOMERIC SEALANT

SPUN ALUMINUM ONE-WAY VENT

ZIC LIGHTWEIGHT INSULATING CONCRETE SYSTEM

SLOTTED METAL DECK

NOTES:

1.ONE WAY VENTS SHOULD BE PREFABRICATED FROM SPUN ALUMINUM. PLASTIC VENTS ARE NOT ACCEPTABLE.

2.VENTS SHOULD BE INSTALLED IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE TECHNICAL BULLETIN FOR VENTING SIPLAST ROOF MEMBRANE AND ROOF INSULATION SYSTEMS.

3.WHERE PRIMER IS INDICATED TO MAINTAIN PROPER ADHESION, USE PA-1125 OR PA-917 LS PRIMER. CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS.

4.REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING.

4"

ZIC LIGHTWEIGHT INSULATING CONCRETE SYSTEM

WOOD CURB

SLOTTED METAL DECK

COUNTER FLASHING

NON - COMBUSTIBLE CANTPARADIENE 20 SA (fully adhere to vertical and horizontal surfaces as shown)

PARADIENE 20 (dry on cant, fully adhere to roof surfaces)

PARADIENE 20 (fully adhere to underlying Paradiene 20 surfaces)

PARADIENE 30 FR (fully adhere, prepare granule surfaces)

VERAL, (torch to prepared surfaces and fasten 9" o.c.)

PARABASE FS (mechanically attach)

NOTES:

1. PREPARE GRANULE SURFACES UNDER FLASHING BY TORCH PREPARATION.

2. WHERE PRIMER IS INDICATED TO MAINTAIN PROPER ADHESION, TA-119 PRIMER IS REQUIRED FOR ALL PARADIENE 20 SA FLASHING REINFORCING AND STRIPPING PLY APPLICATIONS. USE PA-1125 OR PA-917 LSPRIMER FOR ALL OTHER PARADIENE 20 SERIES PRODUCTS THAT ARE NOT SELF-ADHESIVE SHEETS. CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS.

3. THE CARPENTRY AND METAL WORK SHOWN DEPICTS SHOP FABRICATION AND JOB-SITE ASSEMBLY. THESE COMPONENTS SHOULD BE DESIGNED/FABRICATED/INSTALLED ACCORDING TO GENERALLY ACCEPTED INDUSTRY PRACTICES, STANDARDS, AND APPROVALS.



8"

MIN

.

3"

3" 3"

1"


PARAPRO 123 FLASHING SYSTEM(EXTEND A MIN. 8" BEYOND OUTERMOST EDGE OF DRAIN)

PARADIENE 20(FULLY ADHERE LAP A MIN. OF 4" BEYOND

PARAPRO 123 FLASHING SYSTEM)

MASTIC (SET ALL ROOF LAYERS ABOVE PARAPRO FLASHING IN MASTIC 6" AROUND DRAIN PERIMETER)

PARADIENE 30 FR (FULLY ADHERE)

STRAINER & CLAMPING RING

PARABASE FS (MECHANICALLY ATTACH)

ZIC LIGHTWEIGHT INSULATING CONCRETE SYSTEM(SLOPE TO DRAIN)

OVERHEAD VIEW

NOTES:

1. ROOF DRAIN COMPONENTS AND INSTALLATION GUIDELINES ARE SUPPLIED BY THE DRAIN MANUFACTURER.

2. PA-1021 PLASTIC CEMENT, PA-828 FLASHING CEMENT, SFT CEMENT, OR PS-715 NS ELASTOMERIC SEALANT IS REQUIRED WHERE MASTIC IS INDICATED.


CLAMPING RING

PARADIENE 30 FR

PARADIENE 20

PARAPRO 123 FLASHING SYSTEM(fully adhere - wipe w/Pro Prep before lapping subsequent sheets)

PARADIENE 20

ZIC LIGHTWEIGHT INSULATING CONCRETE SYSTEM(slope to drain)

PARABASE FS (mechanically attach)

MASTIC (shaded area)

SLOTTED METAL DECK

2"

4"

NEW DRAIN ASSEMBLY- SEE PLUMBING

SEALANT

SEALANT

COUNTER FLASHING (compression fit)

PARADIENE 20 (fully adhere)

METAL FLANGES (prime flanges to receive bitumen sheet, set in PS-715 NS Elastomeric Sealant &fasten - abrade flange to receive Parapro)

PARADIENE 20 or 20 SA (fully adhere to primed surfaces)PARADIENE 20 or 20 SA (fully adhere)

VERAL, (touch to prepared surfaces and fasten 9" o.c.)

RIGID INSULATION APPROVED COVERBOARD

NOTES:1. BEFORE APPLICATION OF PARAPRO 123 FLASHING SYSTEM, PRO PASTE SHOULD BE USED TO FILL VOIDS WHERE ROOFING MEMBRANES TERMINATE AT PENETRATIONS.

2. REFER TO SIPLAST PREPARATION GUIDELINES FOR PROPER SURFACE TREATMENT OF ALL MATERIALS PRIOR TO APPLICATION OF PARAPRO FLASHING.

3. WHERE PRIMER IS INDICATED TO MAINTAIN PROPER ADHESION, TA-119 PRIMER IS REQUIRED FOR ALL PARADIENE 20 SA APPLICATIONS. USE PA-1125 OR PA-917 LS PRIMER FOR ALL OTHER PARADIENE 20 SERIES PRODUCTS THAT ARE NOT SELF-ADHESIVE SHEETS. CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS.

4. THE METAL WORK AND CARPENTRY SHOWN DEPICTS SHOP FABRICATION AND JOB-SITE ASSEMBLY. THESE COMPONENTS SHOULD BE DESIGNED/FABRICATED/INSTALLED ACCORDING TO GENERALLY ACCEPTED INDUSTRY PRACTICES, STANDARDS, AND APPROVALS.


6. PARAPRO CANNOT BE APPLIED IN THE ABOVE CONFIGURATION OVER MEMBRANES OR OTHER MATERIALS CONTAINING UNCURED, SOLVENT-BASED MATERIALS. IN SUCH CASES, MEMBRANES TO BE COVERED WITH PARAPRO MUST BE ADHERED WITH SFT ADHESIVE, SFT CEMENT, OR PS-715 NS ELASTOMERIC SEALANT. CONTACT SIPLAST FOR FURTHER INFORMATION.

7. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIONS AND THE PARAPRO 123 FLASHING SYSTEM INSTALLER'S GUIDE SHALL APPLY IN ADDITION TO THE ABOVE DRAWING.


PARADIENE 30 FR(fully adhere)

1"4"

2"

4"

MIN

.

3"



PARADIENE 30 FR (fully adhere)(set lap at flashing sheet in mastic min. 5")


SEALANT

METAL FLANGES (prime flanges to receive bitumen sheet,set in PS-715 NS Elastomeric Sealant & fasten - abrade flange to receive Parapro)

APPROVED COVERBOARD

RIGID INSULATION

COUNTER FLASHING (compression fit)

PARADIENE 20 SA (fully adhere)


CONDUCTOR HEAD

NOTES:

1. BEFORE APPLICATION OF PARAPRO FLASHING MEMBRANE, PRO PASTE SHOULD BE USED TO FILL VOIDS WHERE ROOFING MEMBRANES TERMINATE AT PENETRATIONS.

2. REFER TO SIPLAST PREPARATION GUIDELINES FOR PROPER SURFACE TREATMENT OF ALL MATERIALS PRIOR TO APPLICATION OF PARAPRO FLASHING.

3. TAPER INSULATION AREAS AROUND THE SCUPPER OPENING TO ENSURE POSITIVE DRAINAGE.


5. PARAPRO CANNOT BE APPLIED IN THE ABOVE CONFIGURATION OVER MEMBRANES OR OTHER MATERIALS CONTAINING UNCURED, SOLVENT-BASED MATERIALS. IN SUCH CASES, MEMBRANES TO BE COVERED WITH PARAPRO MUST BE ADHERED WITH SFT ADHESIVE, PS-209, or PS-715 NS ELASTOMERIC SEALANT. CONTACT SIPLAST FOR FURTHER INFORMATION.

6. WHERE PRIMER IS INDICATED TO MAINTAIN PROPER ADHESION, TA-119 PRIMER IS REQUIRED FOR ALL PARADIENE 20 SA FLASHING REINFORCING AND STRIPPING PLY APPLICATIONS. USE PA-1125 OR PA-917 LS PRIMER FOR ALL OTHER PARADIENE 20 SERIES PRODUCTS THAT ARE NOT SELF-ADHESIVE SHEETS. CONTACT SIPLAST FOR SPECIFIC REQUIREMENTS.

7. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN CURRENT SIPLAST SPECIFICATIONS AND THE PARAPRO 123 FLASHING SYSTEM INSTALLER'S GUIDE SHALL APPLY IN ADDITION TO THE ABOVE DRAWING.

SEALANT

4" 1"2" MIN.


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

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65%

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06-1

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07-1

7-20

19

100%

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08-2

8-20

19

100%

BID

DO

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TYPICAL ROOF

DETAILS

10-30-2019


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1 1/2" = 1'-0"1TYPICAL PARAPET WITH COPING DETAIL

1 1/2" = 1'-0"2TYPICAL ROOF PENETRATION DETAIL

1 1/2" = 1'-0"3TYPICAL ROOF VENT DETAIL

1 1/2" = 1'-0"4

TYPICAL EQUIPMENT CURB & BASE DETAIL WITH TORCH-APPLIED

FLASHING1 1/2" = 1'-0"5TYPICAL DRAIN DETAIL

NOTE:

ROOF SYSTEM BASIS OF DESIGN IS SIPLAST.

MANUFACTURER'S DRAWINGS & SYSTEMS SHOWN ARE INTENDED TO ESTABLISH MINIMUM PERFORMANCE CRITERIA & SERVE AS A BASIS OF DESIGN

1 1/2" = 1'-0"6TYPICAL OVERFLOW SUPPER DETAIL

1 1/2" = 1'-0"7TYPICAL SCUPPER DETIAL

GENERAL ROOF DETAIL NOTE- REFER TO ROOF PLANS FOR SPECIFIC SUBSTRATE AS THE PROJECT HAS BOTH NEW RIGID INSULATION & EXISTING LIGHTWEIGHT INSULATING CONCRETE SUBSTRATES.

GENERAL NOTE:8 NTS

TYPICAL REFRIGERANT PIPING PREFABRICATED LINE SHACK

DETAIL

TYP. BALLASTED GUARDRAIL FALL PROTECTION - BASIS OF

DESIGN

9NTS

NOTE THAT PIPING ENCLOSURE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS & BE ANCHORED AS REQ'D. TO MEET WIND PRESSURES

SPECIFIED ON STRUCTURAL DRAWINGS

FINISH LEGEND (REFER TO SPECIFICATIONS)

# MANUFACTURER PRODUCT COLOR REMARKS

CARPET

CPT-1

# MANUFACTURER FINISH COLOR REMARKS

PAINT

PT-1 SHERWIN WILLIAMS SATIN -- WALL PAINT - MATCH EXISTING

WALL BASE

# MANUFACTURER COLORPRODUCT REMARKS


VINYL COMPOSITION TILE

VCT-1 12"X12" NEW TILE TO MATCH EXISTING

VB-1 JOHNSONITE VINYL BASE 4" H, OWNER PROVIDED & CONTRACTOR INSTALLED

PT-2 SHERWIN WILLIAMS SATIN DRYWALL CEILINGS & SOFFITS

# MANUFACTURER REMARKS

CEILING

ACT-1 ARMSTRONG

GWB CEILING WHITESHERWIN WILLIAMS GWB CEILINGPAINT ALL EXISTING & NEW GWB CEILING AND

SOFFITS WITH CEILING WHITE

PRODUCT COLOR

WHITE SIZE: 2'X2'- REFER TO SPECIFICATIONS


DOOR STAIN

DS-1 STAIN--

OWNER PROVIDED & CONTRACTOR INSTALLED

MATCH EXISTING

PT-3 SHERWIN WILLIAMS SEMI-GLOSS HOLLOW METAL DOOR & WINDOW FRAMES

CEILING WHITE

MATCH WALL COLOR

CARPET TILE

CARPET

VINYL EDGE TRIM

CERAMIC TILE

MA

TC

H E

XG

. W

AL

L

+/-

5"

SEE PLANS

VARIES

NEW 5/8" GWB ENCLOSURE

CORNER BEAD, TYP.

3 5/8" METAL STUD FRAMING @ 12" O.C. W/ SUPPLEMENTAL FRAMING AS REQ'D. FOR RIGID CONDITION.

ABI #5 - PROVIDE 4' HIGH CORNER GUARDS EQUAL TO INPRO AT ALL EXPOSED CORNERS, TYP.

A4015

TYP.


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

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FINISH LEGEND

& ROOM

SCHEDULES &

DETAILS

10-30-2019


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FINISH SCHEDULE - GENERAL NOTES

1. IN FINISH SCHEDULE, WHERE "--" IS SHOWN, IT DENOTES EXISTING TO REMAIN.

2. GC IS REQUIRED TO PREP., PATCH, & REPAIR ALL EXISTING SURFACES SCHEDULED TO REMAIN AS REQUIRED TO RECEIVE NEW FINISHES AS REQUIRED FOR UNIFORM, INTEGRATED, CONSISTENT CONDITION.

3. ALL NEW WALL AND WALL BASE FINISHES TO BE APPLIED AS PART OF AN EXTENSION TO AN EXISTING WALL IS TO MATCH EXISTING AND SHALL BE TAKEN TO THE NEAREST DIVISIBLE CORNER OR 90 DEGREE JUNCTION UNLESS THE ENTIRE ROOM OR AREA IS SCHED. TO BE REFINISHED, TYP.

4. GC TO COORDINATE WITH DIVISION 9 SPECIFICATION SECTIONS.

5. PAINT ALL GWB CEILINGS & SOFFITS PER DESIGNATION "GWB" IN FINISH LEGEND, UNLESS NOTED OTHERWISE, TYPICAL.

6. INFILL & FLOAT ALL LOW AREAS OF FLOOR WITH NEW SELF-LEVELING UNDERLAYMENT CONCRETE AS APPROVED BY FLOORING MANUFACTURER AND AS REQUIRED FOR FLUSH & UNIFORM CONDITION WITH THE EXISTING ADJACENT FLOOR LEVEL.

ROOM SCHEDULE

# ROOM NAME

FLOOR WALL CEILING

REMARKSMAT. FIN. BASE

NORTH EAST SOUTH WEST

MAT. FIN. +/- HGTMAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.

209 BOARD RM. -- CPT-1 VB-1 -- PT-1 -- PT-1 -- PT-1 -- PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

210 OPEN SEATING AREA -- CPT-1 VB-1 --/GWB PT-1 -- PT-1 --/GWB PT-1 --/GWB PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

211B OFFICE -- CPT-1 VB-1 -- PT-1 -- PT-1 -- PT-1 -- PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

212A ACTIONS RM. -- CPT-1 VB-1 -- PT-1 GWB/-- PT-1 -- PT-1 -- PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

213 SEATING AREA -- CPT-1 VB-1 -- PT-1 -- PT-1 GWB PT-1 --/GWB PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

225 SEATING AREA -- CPT-1 VB-1 -- PT-1 -- PT-1 -- PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

226 CORRIDOR -- -- VB-1 -- PT-1 -- PT-1 -- PT-1 --/GWB/STOREFRONT PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

227 STORAGE -- CPT-1 VB-1 -- PT-1 GWB PT-1 -- PT-1 -- PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

229 WOMEN REST. -- -- -- -- -- -- -- -- -- -- -- -- 9' - 0" MATCH EXISTING CEILING HEIGHT

230 JANITOR -- -- -- -- -- -- -- -- -- -- -- -- GWB 9' - 0" MATCH EXISTING CEILING HEIGHT

231 RR PASSAGE -- -- -- -- -- -- -- -- -- -- -- -- -- 9' - 0"

232 MEN REST. -- -- -- -- -- -- -- -- -- -- -- -- 9' - 0" MATCH EXISTING CEILING HEIGHT

233 CORRIDOR -- -- VB-1 GWB/-- PT-1/-- -- -- GWB/-- PT-1/-- GWB PT-1 ACT-1 8' - 6" MATCH EXISTING CEILING HEIGHT

234 BRANCH RM. -- CPT-1 VB-1 -- PT-1 --/GWB PT-1 GWB PT-1 --/GWB PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

235 OFFICE -- CPT-1 VB-1 -- PT-1 -- PT-1 -- PT-1 -- PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

236 BRANCH RM. -- CPT-1 VB-1 GWB PT-1 GWB PT-1 -- PT-1 -- PT-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

237 BRANCH WARRANT OFFICERS RM. CPT-1 VB-1 ACT-1 9' - 0" MATCH EXISTING CEILING HEIGHT

238 CLOSET RM -- -- -- -- -- -- -- -- -- -- -- -- -- 9' - 0"

239 RR PASSAGE -- -- -- -- -- -- -- -- -- -- -- -- -- 9' - 0"

3" = 1'-0"1TYPICAL CPT/TILE FLOOR TRANSITION DETAIL

1 1/2" = 1'-0"2TYPICAL GWB COLUMN DETAIL

1" = 1'-0"3NOT USED

PULL SIDE PUSH SIDE

1' - 6" MIN.

4' -

0"

MIN

.

1' - 0" MIN. IF DOOR HAS CLOSER

5' -

0"

MIN

.

MANEUVERING CLEARANCES AT DOORS TYPICAL WALL ACCESSORY ALIGNMENT

4' -

0" 6'

- 0

"

FIRE STROBE (WHERE APPLICABLE)

SWITCH(ES) - MULTIPLE SWITCHES SHALL BE GANGED TOGETHER UNDER A SINGLE FACEPLATE UNO

THERMOSTAT (WHERE APPLICABLE)

OUTLETS - IF WITHIN 18" HORIZONTALLY OF DOOR JAMB, ALIGN W/ SWITCH AND OR OTHER DEVICES

NOTE:

1. PROVIDE BLOCKING TO ALIGN CENTER OF BACK BOXES.2. REFER TO ELECTRICAL, TYP.

SET 1 - OFFICE1 1/2 pr Butt Hinges

1 Lockset (Office)3 Silencers 1 Wall Stop

1 Closer 1 Set Smoke Seals

SET 2 - STORAGE1 1/2 pr Butt Hinges

1 Lockset (Storage)3 Silencers 1 Closer1 Set Smoke Seals

SET 3 - OFFICE W/ SOUND SEALS 1 1/2 pr Butt Hinges

1 kick plate1 Closer1 Lockset (Office)1 Wall Stop

1 Closer 1 Set Sound Seals

1 Automatic Door Bottom

SET 4 - EXISTING OFFICE 1 Lockset (Office)

SET 5 - EXISTING PAIR STORAGE1 Lockset (Storage)

SET 6 - EXIT DEVICE 1 1/2 pr Butt Hinges1 Exit Device1 Set Weatherstripping1 kick plate1 closer

SET 7 - EXISTING PASSAGE 1 Lockset (Passage)

SET 8 - PRIVACY W/ PRIVACY INDICATOR1 1/2 pr Butt Hinges1 Lockset (Privacy) w/ Privacy Indicator3 Silencers 1 Wall Stop

1 Closer 1 Set Smoke Seals

DOOR HARDWARE GROUPS

DOOR NOTES:

1. SEE SPECIFICATION FOR DOOR HARDWARE.

2. PROVIDE 2" WIDE MARBLE THRESHOLD AT BATHROOM DOOR.

3. ALL HARDWARE FURNISHED WITH FIRE RATED DOORS & FRAMES TO BE TESTED ASSEMBLIES PER CODE REQUIREMENTS FOR TEMPERATURE RISE, SMOKE, & POSITIVE PRESSURE.

4. ALL DOORS ADJACENT TO PERPENDICULAR WALLS TO BE 4" FROM FACE OF STUD UNLESS NOTED OTHERWISE.

5. SILENCERS PROVIDED ON ALL DOORS WHERE NOT ALREADY REQUIRED TO HAVE SMOKE/FIRE SEALS.

6. VERIFY LOCAL CODES AND REGULATIONS FOR ACCESSIBILITY AND SIGNAGE REQUIREMENTS FOR DOORS AND HARDWARE.

7. ALL EXISTING DOOR KNOBS ARE TO BE CHANGED OUT TO BE ADA COMPLIANT LEVER TYPE, TYP. WHETHER INDICATED OR NOT

A

DOOR TYPES

SINGLE FLUSH

BSINGLE FLUSH WITH VISION LITE

4" 6"

2' -

6"

8"

1/4" TEMPERED GLASS AT INTERIOR OPENINGS;

1HOLLOW METAL FRAME - HM

FRAME TYPES 2" AS SCHEDULED 2" 2" AS SCHEDULED 2"

2HOLLOW METAL FRAME - HM

5/8" GWB AS SCHEDULED

SOUND ISOLATION BATT IN ALL VOIDS

6" METAL STUD FRAMING HEADER

HOLLOW METAL FRAME

DOOR

CAULKING - ALL JOINTS, TYP.

FRAME WIDTH

WALL WIDTH

1/2"

2"

FRAME WIDTH

5/8" GWB AS SCHEDULED

SOUND ISOLATION BATT IN ALL VOIDS

3 5/8" METAL STUD FRAMING

HOLLOW METAL FRAME

CAULKING - ALL JOINTS, TYP.

WALL WIDTH

1/2"

2"


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

TE

RE

VIS

ION

03-1

3-20

1910

% S

UB

MIT

TA

L


CPN

PR

OJE

CT

NO

: 1

2218

052

BU

ILD

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19

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FLO

OR

PLA

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19

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100%

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19

100%

BID

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A601

DOOR

SCHEDULE

10-30-2019


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32

08

4

DOOR SCHEDULE

#

FRAME DOOR DETAIL

FIRE RATINGHARDWARE

GROUPACOUSTICAL

STC/DTL.DOOR

CONDITION CommentsMATERIAL TYPE WIDTH HEIGHT TYPE MATERIAL THICKNESS HEAD JAMB

209A HM -- 3' - 0" 7' - 0" A -- 0' - 1 3/4" -- -- EXISTING 45MIN. 3 EXISTING

209B HM -- 3' - 0" 7' - 0" A -- 0' - 1 3/4" -- -- EXISTING 45MIN. 3 EXISTING

209C HM -- 3' - 0" 7' - 0" A -- 0' - 1 3/4" -- -- 45 MIN. 3 EXISTING

210A HM -- 3' - 0" 7' - 0" A -- 0' - 1 3/4" -- -- EXISTING 45MIN. 4 EXISTING

211B HM -- 3' - 0" 7' - 0" A -- 0' - 1 3/4" -- -- 45 MIN. 4 EXISTING

212A HM 1 3' - 0" 7' - 0" A WD 0' - 1 3/4" 1/A601 2/A601 45 MIN. 1 NEW

212B HM 1 3' - 0" 7' - 0" A WD 0' - 1 3/4" 1/A601 2/A601 45 MIN. 1 NEW

227 HM 1 3' - 0" 7' - 0" A WD 0' - 1 3/4" 1/A601 2/A601 45 MIN. 2 NEW

233 HM 1 3' - 0" 7' - 0" B WD 0' - 1 3/4" 1/A601 2/A601 45 MIN. 6 NEW

235 HM -- 3' - 0" 7' - 0" A -- 0' - 1 3/4" -- -- 45 MIN. 4 EXISTING

236 HM -- 3' - 0" 7' - 0" A -- 0' - 1 3/4" -- -- 45 MIN. 1 EXISTING

DOOR CLEARANCES AND ACCESSORIES

3" = 1'-0"TYP. HM HEAD DETAIL

3" = 1'-0"TYP. HM JAMB DETAIL

1

2

9"1/2" 1/2"8"

3/8"

3/8"

1 1/

2"1/

2"

3"

HELVETICA MEDIUM (COLOR #2), 1 1/2" NUMBERS, FLUSH LEFT. NUMBER VARIES BY ROOM.

PERMANENT HEADER PANEL (COLOR #1)

GRADE 2 BRAILLE

METAL FRAME

1/2" 8" 1/2"

9"

9"

3/8"

3/8"

5/8"

3/8"

5/8"

3/8"

5/8"

5 3/

4".

1/2"

ALUMINUM

BORDER (COLOR #1)

5" TALL PICTOGRAM (COLOR #1)

PICTOGRAM FIELD (COLOR #2)

UPPER CASE HELVETICA MEDIUM (COLOR #2), 5/8" TALL, CENTER SET WITH GRADE 2 BRAILLE

9"

1/2" 8" 1/2"

3/8"

3/8"

5/8"

3/4"

9"

6"

BORDER (COLOR#1)

5" TALL PICTOGRAM (COLOR #1)

PICTOGRAM FIELD (COLOR #2)


1/2"

9"

1/2" 8" 1/2"

3/8"

3/8"

5/8"

3/4"

9"

6"

INTERNATIONAL SYMBOLS, TYP.

BORDER (COLOR#1)

5" TALL PICTOGRAM(COLOR#1)

PICTOGRAM FIELD (COLOR#2)


1/2"

1/2" 8" 1/2"

9"

3/8"

3/8"

5/8"

3/4"

6"

9"

MALE FIGURE FOR MEN'S RESTROOM

BORDER(COLOR#1)

5" TALL PICTOGRAM (COLOR#1)

PICTOGRAM FIELD (COLOR#2)


1/2"

3/4"

5/8"

3/8"

3/8"

9"

1/2" 8" 1/2"

9"

6"1/

2"

FEMALE FIGURE FOR WOMEN'S RESTROOM

BORDER(COLOR#1)


PICTOGRAM(COLOR#2)

UPPER CASE HELVETICA MEDIUM(COLOR#2), 5/8" TALL, CENTERSET WITH GRADE 2 BRAILLE

1/2" 8" 1/2"

9"

9"

3/8"

3/8"

5/8"

1/2"

6"3/

4"

BORDER(COLOR#1)


PICTOGRAM(COLOR#2)

UPPER CASE HELVETICA MEDIUM(COLOR#2), 5/8" TALL, CENTERSET WITH GRADE 2 BRAILLE

CEILING AS SCHEDULED

PROVIDE NEW ADA COMPLIANT FLUSH MOUNT ROOM SIGN @ EACH SCHEDULED ROOM W/ ADA SIGNAGE @ EACH RESTROOM, TYP.

4' -

0"

48" MIN. TO BOTTOM OF LOWEST TACTILE CHARACTER, & 60" MAX. TO THE BOTTOM OF THE HIGHEST TACTILE CHARACTER

O.C

1' - 0"


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609




OWNER:





SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

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ION

03-1

3-20

1910

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SIGNAGE

SCHEDULE

10-30-2019


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SIGNAGE TYPE A

SIGNAGE TYPE B SIGNAGE TYPE C SIGNAGE TYPE D

SIGNAGE TYPE E1 SIGNAGE TYPE E2SIGNAGE TYPE F TYPICAL ADA SIGNAGE ELEVATION

SIGNAGE SCHEDULE

NUMBER NAME SIGNAGE TYPE REMARKS

209 BOARD RM. A

210 OPEN SEATING AREA A

211B OFFICE A

212A ACTIONS RM. A

213 SEATING AREA A

225 SEATING AREA A

226 CORRIDOR

227 STORAGE A

229 WOMEN REST. E2

230 JANITOR A

231 RR PASSAGE E1

232 MEN REST. E1

233 CORRIDOR C

234 BRANCH RM. A

235 OFFICE A

236 BRANCH RM. A

237 BRANCH WARRANT OFFICERS RM. A

238 CLOSET RM A

239 RR PASSAGE E2

TOTAL SIGN QUANTITY - 18 TOTAL SIGNS

ABI #4 - GENERAL SIGNAGE INSTALLATION NOTE:

ALL SIGNAGE MUST COMPLY WITH AND BE INSTALL

IN ACCORDANCE WITH FLORIDA BUILDING CODE,

ACCESSIBILTY, SIXTH EDITION (2017).

NO

RT

H

Jacksonville, FL 32217 - (904)44817174465 Baymeadows Road, Suite 7

C.A. No. - 00009748

115 EAST FORSYTH STJACKSONVILLE, FLORIDA 32202

T 904.798.8333F 904.798.8335www.ttvarch.com

FL Lic#AA0002609

310 C

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32084

10-30-2019

Jacksonville, FL 32217 - (904)44817174465 Baymeadows Road, Suite 7

C.A. No. - 00009748

115 EAST FORSYTH STJACKSONVILLE, FLORIDA 32202

T 904.798.8333F 904.798.8335www.ttvarch.com

FL Lic#AA0002609

310 C

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32084

10-30-2019

AIR HANDLING UNIT DRAIN TRAP

2"

2

PIPE HANGER DETAILS 1

HURRICANE CLIP DETAIL

ROOF MOUNTING PIPING DETAILROOF MOUNTED CONDENSING UNIT DETAIL

8

3 4

TYPICAL RTU DETAIL 6

DUCT

REFRIGERANT PIPING ENTRY DETAIL 7

EXHAUST FAN SCHEDULE

HVAC LEGEND

T

HVAC GENERAL NOTES

AIR DISTRIBUTION SCHEDULE

ROOFTOP UNIT SCHEDULE

EXISTING UNITS (NEW AIRFLOW )

SUPPLY DIFFUSER DETAIL 5

115 EAST FORSYTH STREET

JACKSONVILLE, FLORIDA 32202

T. 904.798.8333

F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609


architecture planning interior

COPYRIGHT 2019, TTV ARCHITECTS:

THIS DRAWING, EITHER PHYSICAL OR ON

ELECTRONIC MEDIA, IS AN INSTRUMENT

OF SERVICE AND THE PROPERTY OF TTV

ARCHITECTS, INCORPORATED. IT IS

FURNISHED FOR CONTRACT DOCUMENT

PURPOSES ONLY, AND ANY USE, REUSE

OR REPRODUCTION WITHOUT THE

EXPRESSED WRITTEN PERMISSION OF


SUB. DATE

PROJECT NO.

DRAWN BY

CHECKED BY

NO

DA

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03-13-2019

10%

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10-30-2019


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84

design

NO

SUZANNE LEVISEUR P.E. - LICENSE NO. 36120

HADDAD ENGINEERING INC.

3030 HARTLEY ROAD, SUITE 290


(904) 262-5066

CERTIFICATE OF AUTHORIZATION NO. 4000

MECHANICALELECTRICAL

M100

MECHANICALSCHEDULES AND

NOTES

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PITCH DOWN TOWARD DRAIN

AutoCAD SHX Text

CLEANOUT

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PAN

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DRAIN

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ACROSS THE SUPPLY FAN.

AutoCAD SHX Text

PRESSURE DIFFERENTIAL

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2" MORE THAN THE STATIC

AutoCAD SHX Text

TO NEAREST FD

AutoCAD SHX Text

DRAIN LINE SHALL BE AT

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LEAST THE SAME SIZE AS THE

AutoCAD SHX Text

NIPPLE ON THE DRAIN PAN

AutoCAD SHX Text

NOT TO SCALE

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HANGER SHIELDS ON ALL OTHER

AutoCAD SHX Text

GLASS INSULATION. PROVIDE THERMAL

AutoCAD SHX Text

PIPING INSULATED WITH CELLULAR

AutoCAD SHX Text

SHIELDS UNDER 6" AND SMALLER

AutoCAD SHX Text

PROVIDE INSULATION PROTECTION

AutoCAD SHX Text

INSULATED HOT WATER PIPING

AutoCAD SHX Text

SMALLER THAN 2 1/2" AND ALL

AutoCAD SHX Text

OTHER INSULATED PIPING SMALLER

AutoCAD SHX Text

INSULATED PIPING.

AutoCAD SHX Text

CLEVIS HANGER

AutoCAD SHX Text

THAN 8"

AutoCAD SHX Text

1/2" AND LARGER

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ADJUSTABLE

AutoCAD SHX Text

HANGER ROD

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UNINSULATED PIPING

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CLEVIS HANGER

AutoCAD SHX Text

ADJUSTABLE

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THREADED

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HANGER ROD

AutoCAD SHX Text

THREADED

AutoCAD SHX Text

ADJUSTABLE STEEL

AutoCAD SHX Text

SHIELDS UNDER 6" AND SMALLER

AutoCAD SHX Text

GLASS INSULATION. PROVIDE THERMAL

AutoCAD SHX Text

PIPING INSULATED WITH CELLULAR

AutoCAD SHX Text

HANGER SHIELDS ON ALL OTHER

AutoCAD SHX Text

INSULATED PIPING.

AutoCAD SHX Text

PROVIDE INSULATION PROTECTION

AutoCAD SHX Text

2 1/2" AND LARGER

AutoCAD SHX Text

INSULATED PIPING

AutoCAD SHX Text

YOKE PIPE ROLL

AutoCAD SHX Text

THREADED

AutoCAD SHX Text

HANGER ROD

AutoCAD SHX Text

FOR COPPER PIPE

AutoCAD SHX Text

ADJUSTABLE PIPE RING-

AutoCAD SHX Text

PROVIDE PLASTIC COATING

AutoCAD SHX Text

UNINSULATED PIPING

AutoCAD SHX Text

4" AND SMALLER

AutoCAD SHX Text

HANGER ROD

AutoCAD SHX Text

THREADED

AutoCAD SHX Text

TYP 14GA CURB

AutoCAD SHX Text

NO. 12 TRZXX SCREW - 2EA HOLD-DOWN

AutoCAD SHX Text

3/8" SS CBWITH SS NYLOCK NUT

AutoCAD SHX Text

CALTECH INDUSTRIAL MANUFACTURING SHOCK-WAVE HURRICANE CLIP.

AutoCAD SHX Text

NOT TO SCALE

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NOT TO SCALE

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ADHERE TO ROOF PER MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text

1.) MAXIMUM SPACING ON SUPPORTS IS 4 FEET.

AutoCAD SHX Text

%%UNOTE:

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~

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~

AutoCAD SHX Text

~

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EQUIPMENT STAND BY OTHERS

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

PIPE SUPPORT SEE DETAIL ON THIS SHEET

AutoCAD SHX Text

CONDENSING UNIT

AutoCAD SHX Text

REFRIGERANT PIPING

AutoCAD SHX Text

DISCONNECT SWITCH

AutoCAD SHX Text

SEE REFRIGERANT PIPE CURB DETAIL ON THIS SHEET

AutoCAD SHX Text

~

AutoCAD SHX Text

~

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

~

AutoCAD SHX Text

WEATHERPROOF GFCI RECEPTACLE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CONDENSING UNIT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

NEW INSULATED CURB

AutoCAD SHX Text

COND. DRAIN

AutoCAD SHX Text

RTU

AutoCAD SHX Text

DUCT

AutoCAD SHX Text

EXTERNALLY WRAP WITH 6 POUND/CU. FT INSULATION

AutoCAD SHX Text

PROVIDE 2 HURRICANE CLIPS PER SIDE (TOTAL OF 8). SEE DETAIL 4.

AutoCAD SHX Text

FLASHING DETAIL

AutoCAD SHX Text

DRAWINGS FOR

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

REFER TO

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

M-101

AutoCAD SHX Text

VOLTS/PHASE/HERTZ

AutoCAD SHX Text

NOTES

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MODEL NO.

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MANUFACTURER

AutoCAD SHX Text

EXTERNAL S.P. (IN. W.G.)

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

MAXIMUM SONES

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HP

AutoCAD SHX Text

FAN DATA

AutoCAD SHX Text

TYPE

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AIR FLOW (CFM)

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SERVES

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UNIT NO.

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NOTES:

AutoCAD SHX Text

120/1/60

AutoCAD SHX Text

1-4

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CUE-080-D

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GREENHECK

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0.25

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DIRECT

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7

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1/20

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CABINET

AutoCAD SHX Text

350

AutoCAD SHX Text

EF-1

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RESTROOM

AutoCAD SHX Text

1. PROVIDE BACKDRAFT DAMPER, VIBRATION ISOLATION, ALUMINUM PROVIDE BACKDRAFT DAMPER, VIBRATION ISOLATION, ALUMINUM GRILLE AND SOLID STATE CONTROLLER. 2. INTERLOCK WITH AHU-2-6. INTERLOCK WITH AHU-2-6. 3. PROVIDE NEW ROOF CURB. PROVIDE NEW ROOF CURB. 4. BID OPTION #1.BID OPTION #1.

AutoCAD SHX Text

FLEX RUN OUT

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TYPE

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CFM

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BTUH/1000

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SEASONAL ENERGY EFFICIENCY RATIO

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TYPICAL

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MBH

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S.E.E.R.

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TYP.

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AIR HANDLING UNIT #1

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CONDENSATE DRAIN

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EXHAUST FAN #1

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EXTERNAL STATIC PRESSURE

AutoCAD SHX Text

HORSEPOWER

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HEAT PUMP UNIT #1

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KILOWATTS

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AHU-1

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CD

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EF-1

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ESP

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HP

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HPU-1

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kW

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WATER GAUGE

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WG

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CUBIC FEET PER MINUTE

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CFM

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FULL LOAD AMPS

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FLA

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LOCKED ROTOR AMPS

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LRA

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THERMOSTAT

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10X6

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A

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200

AutoCAD SHX Text

M

AutoCAD SHX Text

MOTORIZED DAMPER

AutoCAD SHX Text

VOLUME DAMPER

AutoCAD SHX Text

1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 2. VERIFY INSTALLED STRUCTURE PRIOR TO FABRICATION OF DUCTWORK AND THE PLACEMENT OF ROOFTOP UNITS VERIFY INSTALLED STRUCTURE PRIOR TO FABRICATION OF DUCTWORK AND THE PLACEMENT OF ROOFTOP UNITS AND THE HANGING OF DUCTWORK. COORDINATE ALL DUCTWORK WITH JOIST AND STEEL SPACING. 3. SEE SPECIFICATIONS FOR GAGES AND BRACING REQUIREMENTS OF DUCTWORK. ALL DUCT SIZES SHOWN ARE SEE SPECIFICATIONS FOR GAGES AND BRACING REQUIREMENTS OF DUCTWORK. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 4. ALL DUCTS SHALL BE GROUNDED ACROSS FLEXIBLE CONNECTIONS WITH COPPER FLEXIBLE STRAP 1/8" BY ALL DUCTS SHALL BE GROUNDED ACROSS FLEXIBLE CONNECTIONS WITH COPPER FLEXIBLE STRAP 1/8" BY 1/2" WIDE MULTI-STRANDED BRAID (#4 AWG) WITH FLAT LUG (3/16" HOLE DIAMETER) AT EACH END FOR ATTACHMENT. EACH FLEXIBLE STRAP SHALL BE 8" LONG. 5. ACCESS PANELS IN DUCT WORK AND CEILINGS SHALL BE PROVIDED FOR OPERATION AND MAINTENANCE OF ALL ACCESS PANELS IN DUCT WORK AND CEILINGS SHALL BE PROVIDED FOR OPERATION AND MAINTENANCE OF ALL FANS, HEATERS, VALVES, DAMPERS, AND MECHANICAL EQUIPMENT. 6. THE CENTERLINE OF THE SENSORS SHALL BE LOCATED AT 46" AFF. COORDINATE WITH ELECTRICAL SWITCHES. THE CENTERLINE OF THE SENSORS SHALL BE LOCATED AT 46" AFF. COORDINATE WITH ELECTRICAL SWITCHES. 7. ALL DUCTS AND PIPING SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO WALLS AND BEAMS. ALL DUCTS AND PIPING SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO WALLS AND BEAMS. 8. FLEXIBLE DUCT CONNECTIONS SHALL BE PROVIDED ON ALL DUCT CONNECTIONS TO FANS AND AIR HANDLING FLEXIBLE DUCT CONNECTIONS SHALL BE PROVIDED ON ALL DUCT CONNECTIONS TO FANS AND AIR HANDLING UNITS. FLEX SHALL BE A MINIMUM OF 4" AND A MAXIMUM OF 8" IN LENGTH. 9. INSIDE OR OUTSIDE OF DUCT VISIBLE THROUGH GRILLES, REGISTERS, AND DIFFUSERS OR EXPOSED DUCT AND INSIDE OR OUTSIDE OF DUCT VISIBLE THROUGH GRILLES, REGISTERS, AND DIFFUSERS OR EXPOSED DUCT AND EQUIPMENT SHALL BE PAINTED FLAT BLACK. 10. ALL EQUIPMENT, PIPING, AND DUCTWORK SHALL BE SUPPORTED AS DETAILED AND SPECIFIED. ADDITIONAL ALL EQUIPMENT, PIPING, AND DUCTWORK SHALL BE SUPPORTED AS DETAILED AND SPECIFIED. ADDITIONAL SUPPORTS SHALL BE PROVIDED AS REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION. 11. PROVIDE AND INSTALL IONIZATION TYPE SMOKE DETECTORS IN SUPPLY AIR STREAM FOR FAN SHUTDOWN ON PROVIDE AND INSTALL IONIZATION TYPE SMOKE DETECTORS IN SUPPLY AIR STREAM FOR FAN SHUTDOWN ON AIR HANDLING UNITS (AS SCHEDULED). SMOKE DETECTORS SHALL BE CONNECTED TO AUDIBLE/VISUAL ALARM. PROVIDE ACCESS FOR SMOKE DETECTORS IN DUCTWORK. 12. INSULATE THE BACKS OF EACH RETURN REGISTER AND SUPPLY DIFFUSER WITH A 2" THICK DUCTWRAP INSULATE THE BACKS OF EACH RETURN REGISTER AND SUPPLY DIFFUSER WITH A 2" THICK DUCTWRAP INSULATION. MINIMUM R-VALUE = R-6. 13. FLEXIBLE DUCT CONNECTING MAIN DUCT TO SUPPLY DIFFUSER SHALL NOT EXCEED 8 FEET IN LENGTH. IF THE FLEXIBLE DUCT CONNECTING MAIN DUCT TO SUPPLY DIFFUSER SHALL NOT EXCEED 8 FEET IN LENGTH. IF THE DISTANCE EXCEEDS THIS LIMIT, AN INSULATED METAL DUCT OF REQUIRED LENGTH AND EQUAL DIAMETER SHALL BE INSTALLED WITH AIR SCOOP AND DAMPER AT MAIN DUCT TO REDUCE FLEXIBLE DUCT TO A MAXIMUM LENGTH OF 8 FEET. THE FLEXIBLE DUCT SHALL BE UL 181 RATED. MINIMUM INSTALLED R-VALUE = R-6. 14. PROVIDE SPIN-IN CONE WITH LOCKING DAMPER AT EACH FLEXIBLE DUCT RUN OUT CONNECTING SUPPLY DUCT PROVIDE SPIN-IN CONE WITH LOCKING DAMPER AT EACH FLEXIBLE DUCT RUN OUT CONNECTING SUPPLY DUCT TO DIFFUSER. PROVIDE DAMPER EXTENSIONS TO ACCOMMODATE EXTERNAL INSULATION. 15. COORDINATE WITH ALL TRADES INVOLVED. PROVIDE OFFSETS AND TRANSITIONS AROUND OBSTRUCTIONS AT NO COORDINATE WITH ALL TRADES INVOLVED. PROVIDE OFFSETS AND TRANSITIONS AROUND OBSTRUCTIONS AT NO ADDITIONAL COST TO THE OWNER. 16. REFER TO TYPICAL DETAILS FOR INSTALLATION OF EQUIPMENT. REFER TO TYPICAL DETAILS FOR INSTALLATION OF EQUIPMENT. 17. REFRIGERANT PIPE IS SIZED IN ACCORDANCE WITH ASHRAE'S RECOMMENDATIONS. APPROVED ALTERNATE REFRIGERANT PIPE IS SIZED IN ACCORDANCE WITH ASHRAE'S RECOMMENDATIONS. APPROVED ALTERNATE EQUIPMENT SHALL HAVE THE PIPE SIZES REVISED IN ACCORDANCE WITH MANUFACTURER'S AND ASHRAE'S RECOMMENDATIONS. LINE LOSS SHALL NOT EXCEED ONE DEGREE FAHRENHEIT. 18. CONDENSATE DRAIN SHALL BE PVC. CONDENSATE TRAP DEPTH SHALL BE AS SHOWN IN DETAIL ON DETAIL CONDENSATE DRAIN SHALL BE PVC. CONDENSATE TRAP DEPTH SHALL BE AS SHOWN IN DETAIL ON DETAIL SHEET FOR ALL AHU'S. 19. ALL FINISHES DAMAGED OR REMOVED FOR THE INSTALLATION OF WORK SHALL BE REPLACED TO MATCH ALL FINISHES DAMAGED OR REMOVED FOR THE INSTALLATION OF WORK SHALL BE REPLACED TO MATCH ADJACENT FINISHES. 20. ALL PIPE PENETRATIONS THROUGH FIRE WALLS TO BE AIR TIGHT AND SEALED WITH FIRE-PROOF SEALANT. ALL ALL PIPE PENETRATIONS THROUGH FIRE WALLS TO BE AIR TIGHT AND SEALED WITH FIRE-PROOF SEALANT. ALL DUCT PENETRATIONS THROUGH FIRE WALLS TO BE PROVIDED WITH FIRE DAMPERS INSTALLED IN ACCORDANCE WITH NFPA. 21. LOAD CALCULATIONS ARE BASED ON TRANE TRACE COMPUTER PROGRAM. ALL OUTSIDE AIR CALCULATIONS ARE LOAD CALCULATIONS ARE BASED ON TRANE TRACE COMPUTER PROGRAM. ALL OUTSIDE AIR CALCULATIONS ARE BASED ON ASHRAE 62-2013. 22. OUTDOOR DESIGN AMBIENT FOR ALL EQUIPMENT IS 95 DEGREES FdB/ 77 DEGREES FwB IN SUMMER AND 32 OUTDOOR DESIGN AMBIENT FOR ALL EQUIPMENT IS 95 DEGREES FdB/ 77 DEGREES FwB IN SUMMER AND 32 DEGREES FAHRENHEIT IN WINTER. 23. ALL DUCT PENETRATIONS OF THE FLOORS ARE TO BE PROVIDED WITH FIRE DAMPERS AND ACCESS PANELS. ALL DUCT PENETRATIONS OF THE FLOORS ARE TO BE PROVIDED WITH FIRE DAMPERS AND ACCESS PANELS. ALL PIPE PENETRATIONS OF FLOORS TO BE SEALED WITH UL LISTED INTUMESCENT CAULK. 24. SET ALL HVAC SUPPLY, RETURN, AND EXHAUST SYSTEM AIR FLOW RATE TOLERANCES TO WITHIN PLUS 10 SET ALL HVAC SUPPLY, RETURN, AND EXHAUST SYSTEM AIR FLOW RATE TOLERANCES TO WITHIN PLUS 10 PERCENT (10%) OR MINUS ZERO PERCENT (0%). 25. MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS AND ACCESSORIES WITH MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS AND ACCESSORIES WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE AND INSTALLATION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF ENGINEER.

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FACE SIZE

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A

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MANUFACTURER

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LOUVER FACED

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DIFFUSER

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ASCDA-3

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MODEL NO.

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B

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81DAL

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LAY-IN

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ACU-2-5

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0.88

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73.8

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57.4

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13

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TRANE

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1-10

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0.7

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HEATING DATA

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9

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NOTES: 1. PROVIDE STARTER, 35F CONTROLS AND INSULATED 14" HIGH PROVIDE STARTER, 35F CONTROLS AND INSULATED 14" HIGH ROOF CURB. 2. ELECTRICAL TO PROVIDE DISCONNECT. ELECTRICAL TO PROVIDE DISCONNECT. 3. PROVIDE HURRICANE TIE-DOWN STRAPS. PROVIDE HURRICANE TIE-DOWN STRAPS. 4. PROVIDE SEVEN DAY PROGRAMMABLE MULTIPLE STAGE PROVIDE SEVEN DAY PROGRAMMABLE MULTIPLE STAGE HEATING & COOLING THERMOSTAT WITH AUTOMATIC CHANGE-OVER. 5. PROVIDE TWO POSITION MOTORIZED OUTDOOR AIR DAMPER, PROVIDE TWO POSITION MOTORIZED OUTDOOR AIR DAMPER, INDOOR FAN STATUS INDICATOR AND PLUGGED FILTER INDICATOR. 6. FURNISH MERV-8 PLEATED FILTERS (2"). FURNISH MERV-8 PLEATED FILTERS (2"). 7. PROVIDE SINGLE POINT ELECTRICAL CONNECTION. PROVIDE SINGLE POINT ELECTRICAL CONNECTION. 8. OUTSIDE AIR DAMPER SHALL CLOSE WHENEVER THE SUPPLY OUTSIDE AIR DAMPER SHALL CLOSE WHENEVER THE SUPPLY FAN IS DE-ENERGIZED OR THE BUILDING IS UNOCCUPIED. 9. EXTEND CONDENSATE LINE TO NEAREST ROOF DRAIN. EXTEND CONDENSATE LINE TO NEAREST ROOF DRAIN. 10. BID OPTION #1.BID OPTION #1.

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1,720

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SUPPLY AIR (CFM)

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355

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200

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OR SPIN-IN BENEATH THE

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TO NECK OF AIR DEVICE

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CLAMP NEOPRENE SLEEVE

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INSULATION OF FLEXIBLE DUCT

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INSULATED FLEXIBLE

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OF DIFFUSER

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INSULATE BACK

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DUCT

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CEILING

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DAMPER & AIR SCOOP

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DUCT

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M-101

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1. PROVIDE OPPOSED BLADE DAMPER. PROVIDE OPPOSED BLADE DAMPER. 2. EGGCRATE SHALL BE FULL FACE SIZE WITH 1/2" X 1/2" X 1" SINGLE LAYER GRID. EGGCRATE SHALL BE FULL FACE SIZE WITH 1/2" X 1/2" X 1" SINGLE LAYER GRID. 3. PROVIDE DAMPER AT FITTING OF LOW PRESSURE DUCTWORK. PROVIDE DAMPER AT FITTING OF LOW PRESSURE DUCTWORK. 4. BID OPTION #1.BID OPTION #1.OPTION #1. #1.

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T. 904.798.8333

F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609













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(904) 262-5066



SECOND FLOOR PLAN - NORTH - HVAC DEMOLITION

M201

SECOND FLOORPLAN - NORTH -

HVAC DEMOLITIONBID OPTION #1

KEY PLAN

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EXISTING DUCTWORK TO BE REMOVED (TYPICAL)

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EXISTING AIR DISTRIBUTION TO BE REMOVED (TYPICAL)

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14X12

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10X8

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EXISTING REGISTER AND ALL ASSOCIATED DUCTWORK TO BE REPACED

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EXISTING REGISTER AND ALL ASSOCIATED DUCTWORK TO BE REPACED

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EXISTING EXHAUST FAN ON ROOF TO BE REPLACED

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HATCHING INDICATES HVAC ITEMS TO BE REMOVED.

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0'

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GRAPHIC SCALE 1/4" = 1'-0"

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SCALE: N.T.S.

UPUP



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F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609













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(904) 262-5066



MECHANICAL ROOF PLAN - DEMOLITION

M202

MECHANICALROOF PLAN -DEMOLITION

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ACU2-4 TO BE TO BE REMOVED AND REINSTALLED

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EXISTING EXHAUST FAN AND ASSOCIATED ACCESSORIES TO BE REMOVED AND REINSTALLED. MODIFY DUCTWORK AS REQUIRED. PROVIDE NEW CURB TO MATCH UNIT.

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EXISTING ACU-2-6 TO BE ACU-2-6 TO BE TO BE REMOVED AND REINSTALLED. MODIFY DUCTWORK AS REQUIRED. MODIFY DUCTWORK AS REQUIRED. PROVIDE NEW CURB TO MATCH UNIT.

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EXISTING ACU-2-7 ACU-2-7 TO BE REMOVED AND REINSTALLED. MODIFY DUCTWORK AS REQUIRED. PROVIDE NEW CURB TO MATCH UNIT.

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ACU2-8 TO BE TO BE REMOVED AND REINSTALLED

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ACU1-4 TO BE TO BE RELOCATED MINIMUM OF 10' AWAY FROM EDGE OF ROOF.

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ROOF HATCH

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ACU2-3 TO BE TO BE REMOVED AND REINSTALLED ON NEW STAND.

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ACU1-2 TO BE TO BE REMOVED AND REINSTALLED ON NEW STAND.

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ACU2-1 TO BE TO BE REMOVED AND REINSTALLED ON NEW STAND

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ACU2-2 REMOVED REMOVED AND REINSTALLED ON NEW STAND

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ABANDONED ACU2-2 TO TO BE REMOVED

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DEMOLITION NOTES

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1) EXISTING UNITS NOTED TO REMAIN ARE TO BE MOVED DURING RE-ROOFING AND WILL NEED REFRIGERANT LINES EXTENDED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REFRIGERANT MANAGEMENT. PROVIDE NEW REFRIGERANT ENTRANCES AS SHOWN ON DETAIL 11 ON SHEET M101. 2) EXISTING REFRIGERANT LINES MAY BE REUSED FOR ACU-1-2 AND ACU-2-3 PROVIDED THE LINE SIZES ARE OF THE CORRECT SIZE, THEY CAN BE PROPERLY EVACUATED AND CLEANED, AND THEY DO NOT LEAK. OTHERWISE THE CONTRACTOR SHALL REPLACE THE REFRIGERANT LINES. 3) CONTRACTOR IS RESPONSIBLE FOR ALL REFRIGERANT MANAGEMENT. 4) ACU-2-6 AND ACU-2-7 TO BE PROVIDED WITH NEW CURBS FOR THE NEW ROOF.

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EXISTING REFRIGERANT ENTRANCES TO BE REMOVED AND REPLACED

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BID OPTION #1 REPLACE ACU-2-5ACU-2-5

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BID OPTION #1 REPLACE EF-1EF-1

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HATCHING INDICATES HVAC ITEMS TO BE REMOVED.

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0'

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230

BRANCH RM.

234

OPEN SEATING AREA

210

WOMEN REST.

229

MEN REST.

232

SEATING AREA

225

BOARD RM.

209

STORAGE

227

OFFICE

235

BRANCH RM.

236

ACTIONS RM.

212A

BRANCH WARRANT

OFFICERS RM.

237

OFFICE

211B

SEATING AREA

213

CORRIDOR

226

CORRIDOR

233

234

231

CORRIDOR

224

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AREA OF WORK

CHARLOTTE ST.



T. 904.798.8333

F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609













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(904) 262-5066



MECHANICAL SECOND FLOOR PLAN - NORTH

M301

MECHANICALSECOND FLOORPLAN - NORTHBID OPTION #1

KEY PLAN

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10"%%C

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A

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225

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110

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190

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190

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190

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8"%%C

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A

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190

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6"%%C

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25

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125

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175

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100

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850

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150

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165

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EF-1 ON ROOF

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EXISTING ACU-2-6 ACU-2-6 TO BE REMOVED AND REINSTALLED. MODIFY DUCTWORK AS REQUIRED

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EXISTING ACU-2-7 ACU-2-7 TO BE REMOVED AND REINSTALLED. MODIFY DUCTWORK AS REQUIRE

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SCALE: N.T.S.

UP



T. 904.798.8333

F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609













SUB. DATE

PROJECT NO.

DRAWN BY

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(904) 262-5066



ROOF PLAN - MECH - NEW WORK

M302

ROOF PLAN -HVAC - NEW

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RELOCATED ACU-2-3ACU-2-3

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RELOCATED ACU-1-2ACU-1-2

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ACU-2-5

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EXISTING RTU-2-7 TO REMAIN. MODIFY DUCTWORK AS REQUIRED

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REUSE EXISTING ROOF PENETRATION. PROVIDE NEW CURB. BID OPTION #1

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EXISTING RTU-2-6 TO BE REMOVED AND REINSTALLED. MODIFY DUCTWORK AS REQUIRED.

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RELOCATED ACU2-1

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RELOCATED ACU2-2

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FUTURE CU-6

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FUTURE CU-5CU-5

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ACU2-4 TO BE TO BE REINSTALLED

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ACU2-8 TO BE REINSTALLED

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RELOCATED ACU1-4 ACU1-4 TO BE 10' MIN. AWAY FROM EDGE OF ROOF.

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NEW REFRIGERANT PIPING ENTRY. SEE DETAIL

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NEW EF-1. EF-1. . BID OPTION #1

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11 M101

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SEE STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT DETAILS AND LOCATIONS (TYP.)

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ROOF PIPE SUPPORTS - SEE DETAIL

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7 M101

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T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609


architecture planning interiordesign

OWNER:

SUB. DATE

PROJECT NO.

DRAWN BYCHECKED BY

NAMIR A. HADDAD P.E. - LICENSE NO. 31967

HADDAD ENGINEERING INC.3030 HARTLEY ROAD, SUITE 290JACKSONVILLE, FLORIDA 32257

(904) 262-5066CERTIFICATE OF AUTHORIZATION NO. 4000


NAHRE/RS


COPYRIGHT 2019, TTV ARCHITECTS:THIS DRAWING, EITHER PHYSICAL OR ONELECTRONIC MEDIA, IS AN INSTRUMENTOF SERVICE AND THE PROPERTY OF TTV

ARCHITECTS, INCORPORATED. IT ISFURNISHED FOR CONTRACT DOCUMENTPURPOSES ONLY, AND ANY USE, REUSE

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ELECTRICALLEGEND, NOTES

& DETAILS

ELECTRICAL LEGEND

DEMOLITION NOTES: GENERAL NOTES:

LIGHTING FIXTURE SCHEDULE - (BID OPTION)

A

AE

B

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ELECTRICAL LEGEND

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NOT SWITCH.

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WITH NO. 84003-40 COVERPLATE, 18" MOUNTING HEIGHT, U.N.O.

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LED, INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED.

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LED LIGHTING FIXTURE - RECESSED, CONNECTED TO EMERGENCY POWER.

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EXIT LIGHT - PROVIDE ARROWS AS INDICATED. SHADING DENOTES FACE ORIENTATION. DO

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LED LIGHTING FIXTURE - SURFACE OR PENDANT MOUNTED.

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DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, LEVITON NO. 5362-I

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LED LIGHTING FIXTURE SAME AS ABOVE EXCEPT CONNECTED TO SWITCHED EMERGENCY

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CIRCUIT. PROVIDE RELAY IN CEILING SPACE. SEE EMERGENCY LIGHTING DIAGRAM DETAIL.

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LED LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE METALLIC CONDUIT

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CONNECTION. UPPER CASE LETTER INDICATES FIXTURE TYPE, TYPICAL FOR ALL LIGHTING FIXTURES.

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VACANCY SENSOR SWITCH, 120/277 VOLT, SET AT 10 MIN DELAY OFF. IVORY COVERPLATE.

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46" MOUNTING HEIGHT, U.N.O. SEE LIGHTING CONTROL DIAGRAM, SHEET E4.1

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S

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LOW VOLTAGE MANUAL ON SWITCH - 46" MOUNTING HT, U.N.O. IVORY SWITCH AND COVERPLATE

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S

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L

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LOW VOLTAGE DIMMER SWITCH, ON/OFF AND 0-10V DIMMING - IVORY WITH IVORY COVER PLATE,

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S

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DL

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SEE LIGHTING CONTROL DIAGRAM, SHEET E4.1 , 46" MOUNTING HEIGHT, U.N.O.

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ON/OFF LIGHTING ROOM CONTROLLER. LOCATE IN ACCESSIBLE CEILING SPACE. SEE

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LIGHTING CONTROL DIAGRAMS.

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ON/OFF PLUG LOAD ROOM CONTROLLER. LOCATE IN ACCESSIBLE CEILING SPACE.

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SEE LIGHTING CONTROL DIAGRAMS.

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PL

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CEILING MOUNTED OCCUPANCY SENSOR - SEE LIGHTING CONTROL DIAGRAM, SHEET E4.1

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O

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LC

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1. THERE SHALL NOT BE ANY INTERRUPTION TO SERVICES TO THE EXISTING BUILDINGS WITHOUT PRIOR THERE SHALL NOT BE ANY INTERRUPTION TO SERVICES TO THE EXISTING BUILDINGS WITHOUT PRIOR SCHEDULING OF SUCH OUTAGES WITH THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL NOT TAKE POSSESSION OF OR DISPOSE OF ANY SALVAGEABLE ITEMS IN THE CONTRACTOR SHALL NOT TAKE POSSESSION OF OR DISPOSE OF ANY SALVAGEABLE ITEMS IN ASSOCIATION WITH THE WORK. ALL SALVAGEABLE ITEMS SHALL BE THE OWNER'S PROPERTY AT HIS OPTION. ALL UNSALVAGEABLE EQUIPMENT AND MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 3. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO THE ELECTRICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO EXISTING SYSTEMS AND SHALL UPON COMPLETION, DELIVER "AS-BUILT" DRAWINGS TO THE OWNER, INDICATING ALL CHANGES. 4. WHERE FEEDERS ARE ABANDONED, WIRE SHALL BE PULLED OUT AND ALL EXPOSED SECTIONS OF WHERE FEEDERS ARE ABANDONED, WIRE SHALL BE PULLED OUT AND ALL EXPOSED SECTIONS OF CONDUITS REMOVED. ALL SWITCHES, PANELS, ETC. SHALL BE REMOVED. ALL CONCEALED CONDUITS SHALL BE CAPPED AT POINT OF CONCEALMENT. 5. ALL EXISTING DEVICES AND FIXTURES IN THE PATH OF RENOVATION OR BUILDING ADDITIONS SHALL ALL EXISTING DEVICES AND FIXTURES IN THE PATH OF RENOVATION OR BUILDING ADDITIONS SHALL BE REMOVED BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN EXISTING CIRCUITRY TO ALL REMAINING DEVICES AND FIXTURES. FOR EACH DEVICE OR FIXTURE REMOVED AT THE END OF A CIRCUIT, CONTRACTOR SHALL REMOVE WIRING FROM LAST REMAINING DEVICE, FOR EACH DEVICE OR FIXTURE REMOVED IN THE MIDDLE OF A CIRCUIT, CONTRACTOR SHALL REMOVE WIRING FROM FIRST DEVICE OR FIXTURE BEFORE AND AFTER REMOVED DEVICE AND FIXTURE. NEW WIRING, SIZED THE SAME AS EXISTING, SHALL BE PULLED BETWEEN THE TWO REMAINING DEVICES OR FIXTURES. 6. CONTRACTOR MAY REUSE EXISTING CONDUIT SYSTEM WHERE APPLICABLE, PROVIDING THE REUSED CONTRACTOR MAY REUSE EXISTING CONDUIT SYSTEM WHERE APPLICABLE, PROVIDING THE REUSED SYSTEMS MEET CURRENT CODES. REMOVE ALL UNUSED SURFACE MOUNTED CONDUIT. UNUSED CONDUITS STUBBING UP FROM FLOOR SHALL BE CUT FLUSH WITH FLO0R. 7. EXISTING EQUIPMENT NOT SHOWN ON THESE PLANS AND NOT REMOVED BY OTHER TRADES SHALL EXISTING EQUIPMENT NOT SHOWN ON THESE PLANS AND NOT REMOVED BY OTHER TRADES SHALL BE RECONNECTED TO PANELS. EXISTING ELECTRICAL OR MECHANICAL EQUIPMENT TO REMAIN THAT HAS TO BE DISCONNECTED FOR CONSTRUCTION SHALL BE REINSTALLED. 8. ELECTRICAL DRAWINGS DO NOT INDICATE ALL THE EXISTING INSTALLATIONS. ELECTRICAL DRAWINGS DO NOT INDICATE ALL THE EXISTING INSTALLATIONS. 9. ALL EXISTING SWITCHES, RECEPTACLES, LIGHTING FIXTURES, TELEPHONE OUTLETS, ETC. THAT DO NOT ALL EXISTING SWITCHES, RECEPTACLES, LIGHTING FIXTURES, TELEPHONE OUTLETS, ETC. THAT DO NOT INTERFERE WITH RENOVATIONS SHALL REMAIN. 10. CONTRACTOR SHALL VISIT THE SITE PRIOR TO PREPARING HIS BID AND DETERMINE THE EXTENT OF CONTRACTOR SHALL VISIT THE SITE PRIOR TO PREPARING HIS BID AND DETERMINE THE EXTENT OF MODIFICATIONS TO EXISTING EQUIPMENT AND WIRING REQUIRED TO ACCOMMODATE CHANGES AND ADDITIONS. ALL THE NECESSARY REROUTING, RELOCATING, AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING, ETC. SHALL BE INCLUDED IN THE SCOPE OF THIS WORK. ANY VARIATION FROM EXISTING CONDITIONS SHALL BE INCLUDED UNDER THIS CONTRACT. 11. UPDATE PANELBOARD DIRECTORIES OF ALL EXISTING PANELS. PROVIDE NEW TYPED DIRECTORY.UPDATE PANELBOARD DIRECTORIES OF ALL EXISTING PANELS. PROVIDE NEW TYPED DIRECTORY.

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1. EXISTING DIMENSIONS INDICATED ARE APPROXIMATE, THE CONTRACTOR SHALL FIELD MEASURE ALL DIMENSIONS AND ELEVATIONS FOR THE REQUIRED EXISTING DIMENSIONS INDICATED ARE APPROXIMATE, THE CONTRACTOR SHALL FIELD MEASURE ALL DIMENSIONS AND ELEVATIONS FOR THE REQUIRED WORK. 2. NOTIFY THE ENGINEER OF ANY CONDITIONS IN EXISTING MATERIALS OR STRUCTURE, WHICH MAY ADVERSELY AFFECT THE EXECUTION, PERFORMANCE NOTIFY THE ENGINEER OF ANY CONDITIONS IN EXISTING MATERIALS OR STRUCTURE, WHICH MAY ADVERSELY AFFECT THE EXECUTION, PERFORMANCE OR QUALITY OF THE FINAL RESULT. 3. PROVIDE BARRICADES AS NECESSARY TO RESTRICT AND PROTECT THE PUBLIC FROM THE AREAS OF THE WORK. THE CONTRACTOR SHALL PROTECT PROVIDE BARRICADES AS NECESSARY TO RESTRICT AND PROTECT THE PUBLIC FROM THE AREAS OF THE WORK. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, EQUIPMENT AND UTILITIES AT OR NEAR THE SITE OF THE WORK. THE CONTRACTOR WILL REPAIR OR RESTORE ANY DAMAGE TO SUCH FACILITIES RESULTING FROM THE PERFORMANCE OF THE WORK. 4. PROVIDE SECURE STORAGE FOR ALL MATERIALS AND EQUIPMENT INVOLVED IN THIS PROJECT. THE SECURE AREA SHALL PROTECT MATERIALS AND PROVIDE SECURE STORAGE FOR ALL MATERIALS AND EQUIPMENT INVOLVED IN THIS PROJECT. THE SECURE AREA SHALL PROTECT MATERIALS AND EQUIPMENT FROM THEFT, VANDALISM AND CAUSING PERSONAL INJURY. NO EQUIPMENT OR MATERIALS SHALL BE LEFT UNATTENDED OR UNSECURED. 5. THE OWNER WILL OCCUPY THE BUILDING DURING THE CONTRACT. THE CONTRACTOR SHALL MAINTAIN SAFE EGRESS FROM ALL AREAS DURING THE THE OWNER WILL OCCUPY THE BUILDING DURING THE CONTRACT. THE CONTRACTOR SHALL MAINTAIN SAFE EGRESS FROM ALL AREAS DURING THE WORK. DO NOT BLOCK THE BUILDING EXITS. 6. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING OR ITS' CONTENTS AS A RESULT OF THE CONSTRUCTION AND SHALL THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING OR ITS' CONTENTS AS A RESULT OF THE CONSTRUCTION AND SHALL MAKE GOOD ANY DAMAGE. THE CONTRACTOR SHALL MAKE A SURVEY OF THE INTERIOR CONDITIONS PRIOR TO THE START OF WORK. 7. CLEANING: THE CONSTRUCTION AREA SHALL BE CLEANED DAILY. MISCELLANEOUS MATERIALS SHALL BE REMOVED AND AREAS VACUUMED AT THE END CLEANING: THE CONSTRUCTION AREA SHALL BE CLEANED DAILY. MISCELLANEOUS MATERIALS SHALL BE REMOVED AND AREAS VACUUMED AT THE END OF EACH WORK SHIFT. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SEQUENCE OF CONSTRUCTION TO MAINTAIN PROJECT SAFETY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SEQUENCE OF CONSTRUCTION TO MAINTAIN PROJECT SAFETY. 9. REPAIR AND REPAINT ANY DAMAGE TO INTERIOR OR EXTERIOR FINISHES TO MATCH ADJACENT SURFACES. REPAIR AND REPAINT ANY DAMAGE TO INTERIOR OR EXTERIOR FINISHES TO MATCH ADJACENT SURFACES. 10. THE DRAWINGS ARE GRAPHIC REPRESENTATIONS OF EXISTING CONDITIONS. DIMENSIONS, SIZES, QUANTITIES AND LOCATIONS OF EXISTING HALLS, THE DRAWINGS ARE GRAPHIC REPRESENTATIONS OF EXISTING CONDITIONS. DIMENSIONS, SIZES, QUANTITIES AND LOCATIONS OF EXISTING HALLS, CEILINGS, FINISHES AND THE CONTRACTOR SHALL VERIFY EQUIPMENT. 11. PROVIDE TEMPORARY DUST PARTITIONS AS FOLLOWS: STEEL SPRING RODS WITH 10-ML VISQUEEN AND ZIPPER DOORS. DUCT TAPE TO FLOOR AND PROVIDE TEMPORARY DUST PARTITIONS AS FOLLOWS: STEEL SPRING RODS WITH 10-ML VISQUEEN AND ZIPPER DOORS. DUCT TAPE TO FLOOR AND TO CEILING. 12. EPOXY ANCHORS WILL NOT BE ACCEPTABLE. USE MINI DROP-IN INTERNALLY THREADED EXPANSION ANCHORS. EPOXY ANCHORS WILL NOT BE ACCEPTABLE. USE MINI DROP-IN INTERNALLY THREADED EXPANSION ANCHORS. 13. PROVIDE ACCESS PANELS FOR ELECTRICAL AS REQUIRED TO MAINTAIN CLEARANCES AND ACCESS PER NEC. PROVIDE ACCESS PANELS FOR ELECTRICAL AS REQUIRED TO MAINTAIN CLEARANCES AND ACCESS PER NEC. 14. THE SIZE OF WIRING, CONDUIT, DISCONNECT AND FUSES FOR HVAC EQUIPMENT IS BASED ON THE MECHANICAL BASIS OF DESIGN. IF THE BASIS OF THE SIZE OF WIRING, CONDUIT, DISCONNECT AND FUSES FOR HVAC EQUIPMENT IS BASED ON THE MECHANICAL BASIS OF DESIGN. IF THE BASIS OF DESIGN IS NOT USED, THE CONTRACTOR SHALL RESIZE THESE ITEMS PER THE NATIONAL ELECTRICAL CODE AND MANUFACTURER'S RECOMMENDATIONS AND SHALL SUBMIT THIS DATA WITH THE HVAC SUBMITTAL FOR APPROVAL. (TYPICAL). 15. METALLIC ELECTRICAL OUTLET BOXES SHALL BE INSTALLED IN VERTICAL FIRE RESISTIVE ASSEMBLIES CLASSIFIED AS FIRE/SMOKE AND SMOKE METALLIC ELECTRICAL OUTLET BOXES SHALL BE INSTALLED IN VERTICAL FIRE RESISTIVE ASSEMBLIES CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS WITHOUT AFFECTING THE FIRE CLASSIFICATION, PROVIDED SUCH OPENINGS OCCUR ON ONE SIDE ONLY IN EACH FRAMING SPACE AND THAT OPENINGS DO NOT EXCEED 16 SQ. INCHES. ALL CLEARANCES BETWEEN SUCH OUTLET BOXES AND THE GYPSUM BOARD MUST BE COMPLETELY FILLED WITH JOINT COMPOUND OR OTHER APPROVED MATERIALS. THE WALL MUST BE BUILT AROUND OUTLETS OF LARGER SIZE SO AS NOT TO INTERFERE WITH THE INTEGRITY OF THE WALL RATING. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. THE METALLIC OUTLET OR SWITCH BOXES SHALL BE SECURELY FASTENED TO THE STUDS AND THE OPENING IN THE WALLBOARD FACING SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX AND THE WALLBOARD DOES NOT EXCEED 1/8 INCH. IN STEEL STUD PARTITIONS, ATTACH BOXES TO STUDS WITH SHEET METAL SCREWS. 16. OUTLETS SHALL NOT BE INSTALLED BACK-TO-BACK, EVEN IF SO INDICATED ON THE DIAGRAMMATIC PLANS, UNLESS SPECIFICALLY SO NOTED TO BE OUTLETS SHALL NOT BE INSTALLED BACK-TO-BACK, EVEN IF SO INDICATED ON THE DIAGRAMMATIC PLANS, UNLESS SPECIFICALLY SO NOTED TO BE INSTALLED BACK-TO-BACK. THRU-WALL TYPE BOXES ARE NOT ACCEPTABLE. OUTLETS ON OPPOSITE SIDES OF THE SAME WALL SHALL BE INSTALLED IN SEPARATE BOXES JOINED BY AN OFFSET OR CLOSE NIPPLE WITH MINIMUM LENGTH OF 2-INCHES. SEPARATE BACK-TO-BACK BOXES CONNECTED BY A CHASE NIPPLE ARE NOT ACCEPTABLE. 17. INSTALL ALL ELECTRICAL BOXES FINISHED FLUSH OR NO GREATER THAN 1/4 INCH RECESSED FROM THE WALL SURFACE. INSTALL ALL ELECTRICAL BOXES FINISHED FLUSH OR NO GREATER THAN 1/4 INCH RECESSED FROM THE WALL SURFACE. 18. INTERLOCK EXHAUST FAN WITH RESPECTIVE AHU. PROVIDE REQUIRED #12 WIRE IN CONDUIT. SEE MECHANICAL DRAWINGS, FAN SCHEDULE, FOR INTERLOCK EXHAUST FAN WITH RESPECTIVE AHU. PROVIDE REQUIRED #12 WIRE IN CONDUIT. SEE MECHANICAL DRAWINGS, FAN SCHEDULE, FOR INTERLOCK. 19. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE ADEQUATE WORKING SPACE FOR ALL PANELBOARDS, MOTOR ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE ADEQUATE WORKING SPACE FOR ALL PANELBOARDS, MOTOR STARTERS AND FUSED DISCONNECT SWITCH. WORKING SPACE SHALL BE CLEAR OF PIPES AND DUCTS. ANY CODE VIOLATION AS A RESULT OF LACK OF COORDINATION SHALL BE RECTIFIED AT NO COST TO OWNER. 20. ROOF PENETRATIONS TO ROOF MOUNTED EQUIPMENT MUST BE WITHIN EQUIPMENT CURBS. STUB-UP TO ABOVE ROOF THRU SIDE OF CURB FOR ROOF PENETRATIONS TO ROOF MOUNTED EQUIPMENT MUST BE WITHIN EQUIPMENT CURBS. STUB-UP TO ABOVE ROOF THRU SIDE OF CURB FOR EXTERNAL EQUIPMENT CONNECTIONS (TYPICAL). DO NOT RUN CONDUIT IN AIR SUPPLY OR RETURN AIR OPENINGS. 21. PROVIDE #10 AWG FOR ANY 120V, 20 AMP CIRCUIT OVER 60'-0" IN LENGTH AND #8 AWG FOR ANY CIRCUIT OVER 160'-0" ON A 20A CIRCUIT PROVIDE #10 AWG FOR ANY 120V, 20 AMP CIRCUIT OVER 60'-0" IN LENGTH AND #8 AWG FOR ANY CIRCUIT OVER 160'-0" ON A 20A CIRCUIT BREAKER. 22. PROVIDE GREEN INSULATION GROUND FOR ALL GROUNDING TYPE RECEPTACLES AND EQUIPMENT OF ALL VOLTAGES. IN ADDITION TO GROUNDING STRAP PROVIDE GREEN INSULATION GROUND FOR ALL GROUNDING TYPE RECEPTACLES AND EQUIPMENT OF ALL VOLTAGES. IN ADDITION TO GROUNDING STRAP CONNECTION TO METALLIC OUTLET BOXES, A SUPPLEMENTAL GROUNDING WIRE AND SCREW EQUAL TO RACO NO. 983 SHALL BE PROVIDED TO CONNECT RECEPTACLE GROUND TERMINAL TO THE BOX. 23. MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO EXISTING AND NEW SYSTEMS AND SHALL, UPON COMPLETION, DELIVER "AS-BUILT" DRAWINGS MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO EXISTING AND NEW SYSTEMS AND SHALL, UPON COMPLETION, DELIVER "AS-BUILT" DRAWINGS TO THE OWNER INDICATING ALL SUCH CHANGES. 24. PROVIDE ALL WORK REQUIRED TO PROVIDE COMPLETE CONDUIT SYSTEMS AND RUNS. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL MATERIALS, PROVIDE ALL WORK REQUIRED TO PROVIDE COMPLETE CONDUIT SYSTEMS AND RUNS. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL MATERIALS, INSTALLATION HARDWARE, DRILLING OF WALLS/BEAMS, TRENCHING, MOUNTING HARDWARE, LABOR, PAINTING, REPAIRING OF EXISTING SURFACES, FIRESTOPPING, AND ACCESSORIES. RESTORE DISTURBED CEILINGS/WALLS TO ITS ORIGINAL CONDITION. FINISH AND PAINT DAMAGED AREAS. PAINT SHALL MATCH EXISTING. REPAIR CABINETS, WALLS, AND SHELVES DAMAGED BY CONTRACTOR OPERATION. REPLACE DAMAGED CEILING TILES. PROVIDE NEW CEILING TILES AT ALL LOCATIONS WHERE EXISTING CEILING MOUNTED DEVICES ARE REMOVED. NEW CEILING TILES SHALL BE SAME TYPE AND QUALITY OF EXISTING TILES. TAPE OR SEAL CEILING TILES PENETRATED FOR NEW RACEWAYS TO KEEP BUGS OR DEBRIS FROM FALLING THROUGH THE OPENING OR GAP. PAINT ALL INTERIOR AND EXTERIOR, EXPOSED CONDUITS SAME COLOR AS SURFACE. 25. CONDUITS SHALL BE CONCEALED IN WALLS OR ABOVE CEILING SPACE. SURFACE MOUNTED CONDUITS WILL ONLY BE PERMITTED IN ELECTRICAL AND CONDUITS SHALL BE CONCEALED IN WALLS OR ABOVE CEILING SPACE. SURFACE MOUNTED CONDUITS WILL ONLY BE PERMITTED IN ELECTRICAL AND MECHANICAL ROOMS. 26. ALL EXTERIOR JUNCTION BOXES SHALL BE CAST METAL, GASKETED, AND NEMA-3R. PAINT SAME COLOR AS SURFACE. ALL EXTERIOR JUNCTION BOXES SHALL BE CAST METAL, GASKETED, AND NEMA-3R. PAINT SAME COLOR AS SURFACE. 27. UPDATE ELECTRICAL PANEL BOARD DIRECTORIES TO REFLECT TYPE AND LOCATION OF ADDED CIRCUITS. NEW DIRECTORIES SHALL BE TYPED OR UPDATE ELECTRICAL PANEL BOARD DIRECTORIES TO REFLECT TYPE AND LOCATION OF ADDED CIRCUITS. NEW DIRECTORIES SHALL BE TYPED OR MACHINE GENERATED. 28. PROVIDE BLANK COVER PLATES FOR ALL ABANDONED RECESSED BOXES. COVERS SHALL BE COMPLETELY SOLID WITH NO OPENINGS OR GAPS. PROVIDE BLANK COVER PLATES FOR ALL ABANDONED RECESSED BOXES. COVERS SHALL BE COMPLETELY SOLID WITH NO OPENINGS OR GAPS. COVERS SHALL COMPLETELY COVER COVER EXISTING OPENINGS. 29. IF EXISTING HOLES OR OPENINGS IN WALLS AND/OR CEILINGS ARE UTILIZED FOR CONDUIT ROUTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IF EXISTING HOLES OR OPENINGS IN WALLS AND/OR CEILINGS ARE UTILIZED FOR CONDUIT ROUTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PATCHING, CAULKING, FINISHING, OR OTHER MODIFICATIONS REQUIRED TO COMPLETELY REPAIR HOLE OR OPENING IN WALL AND/OR CEILING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIRESTOPPING REQUIRED TO RE-ESTABLISH THE FIRE RESISTANCE RATING OF THE BARRIER. 30. NEW DEVICES SHALL BE MOUNTED AT HEIGHTS AS SHOWN ON LEGEND AND MOUNTING DETAILS. NOTIFY ENGINEER OF ANY CONFLICTS WITH SPECIFIED NEW DEVICES SHALL BE MOUNTED AT HEIGHTS AS SHOWN ON LEGEND AND MOUNTING DETAILS. NOTIFY ENGINEER OF ANY CONFLICTS WITH SPECIFIED MOUNTING HEIGHTS. DRAWINGS SHOW THE APPROXIMATE LOCATION OF DEVICES. EXACT LOCATIONS MAY BE ADJUSTED AT BUILDING SITE BY OWNER'S REPRESENTATIVES. THE OWNER SHALL RESERVE THE RIGHT TO RELOCATE ANY DEVICE TO A DISTANCE NOT EXCEEDING 15' FROM THE LOCATION ON THE DRAWING DURING ROUGH-IN. WORK SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO OWNER. 31. PROPERLY SEAL ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES, BOTH VERTICAL AND HORIZONTAL, IN ACCORDANCE WITH SECTION 705 OF THE PROPERLY SEAL ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES, BOTH VERTICAL AND HORIZONTAL, IN ACCORDANCE WITH SECTION 705 OF THE FLORIDA BUILDING CODE, WHICH REQUIRES THAT ALL INSTALLATIONS OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR FIRE STOP SYSTEMS SHALL BE AS TESTED BY ASTM E 119 & ASTM E 814. 32. NOTIFY ENGINEER OF ANY ITEMS OF NON-COMPLIANCE, WHETHER IT IS THE RESULT OF NEW WORK OR IS AN UNCOVERED EXISTING CONDITION. NOTIFY ENGINEER OF ANY ITEMS OF NON-COMPLIANCE, WHETHER IT IS THE RESULT OF NEW WORK OR IS AN UNCOVERED EXISTING CONDITION.

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TYPE

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MANUFACTURER

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CATALOUGE NUMBER

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LIGHT SOURCE

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VOLTS

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MOUNTING HEIGHT

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REMARKS

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NOTES

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TYPE/TEMP

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WATTS

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LUMENS

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LITHONIA

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2BLT2 40L ADP EZ1 LP840 USPOM

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4000K

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31

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4100

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120/277

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CEILING

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2 X 4 LOW PROFILE LED FIXTURE. CENTER BASKET DESIGN WITH VOLUMETRIC DISTRIBUTION.

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LITHONIA

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2BLT2 40L ADP EZ1 LP840 USPOM-EL14L

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4000K

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31

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4100

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120/277

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CEILING

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2 X 4 LOW PROFILE LED FIXTURE. CENTER BASKET DESIGN WITH VOLUMETRIC DISTRIBUTION WITH INTEGRAL 1400 LUMEN BATTERY BACKUP.

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LITHONIA

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EXR LED USPOM

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1

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WALL/CEILING

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EXIT SIGN

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LITHONIA

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CLX-L48-RDL

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4000K

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20

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4000

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120/277

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CEILING

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4' LED STRIP

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DUPLEX RECEPTACLE - HALF SWITCHED (OCCUPANCY CONTROLLED), 20 AMP, 120 VOLT,

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3 WIRE GROUNDING, HUBBELL NO. BR20C2I WITH NO. NP8I COVERPLATE, 18" MOUNTING

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HEIGHT, U.N.O. SEE LIGHTING CONTROLLED PLUG LOAD DIAGRAMS.

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DOUBLE DUPLEX RECEPTACELS - (2) TWO 20 AMP, 120 VOLT, 3 WIRE GROUNDING,

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HUBBELL NO. BR20C2I WITH COVERPLATE, 18" MOUNTING HEIGHT, U.N.O.

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DOUBLE DUPLEX RECEPTACELS - HALF SWITCHED (OCCUPANCY CONTROLLED) (2) TWO 20 AMP,

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120 VOLT, 3 WIRE GROUNDING, HUBBELL NO. BR20C2I WITH NO. COVERPLATE, 18" MOUNTING

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HEIGHT, U.N.O.

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FLUSH FLOOR MOUNTED BOX WITH RECEPTACLE AND COMMUNICATIONS OUTLETS. FIRST FLOOR

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BOX BASIS OF DESIGN: WIREMOLD #RFB4-SS (1) RFB-RB-SS DUPLEX PLATE (2)

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RFB-3T-SS-DATA PLATES WITH RAKM11 COVER SECOND FLOOR BOX BASIS OF DESIGN:

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HOMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OR CIRCUITS.

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WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND. SPECIFICALLY

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MOUNTING HEIGHT, U.N.O.

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EQUIPMENT CONNECTION PER NEC.

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JUNCITON BOX, SIZE PER NEC.

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LIGHTING AND/OR POWER PANELBOARD.

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INDICATED ON THE PLAN.

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TELEPHONE/DATA OUTLET - 4" SQUARE JUNCTION BOX WITH 1-GANG EXTENSION RING

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AND RJ-45 CONNECTOR. OUTLETS VOID OF NUMBER ARE (2) RJ-45 JACKS. 18"

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WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS.

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CROSS MARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS VOID OF CROSS

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MARKS ARE 1/2" CONDUIT, 3 #12, U.N.O. DO NOT COMBINE HOMERUNS EXCEPT AS

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DISCONNECT SWITCH, '3-60/40' DENOTES 3 POLE, 60 AMP, 40 AMP FUSES, DASHED

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DENOTES FURNISHED WITH EQUIPMENT.

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40

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60

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3

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E

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J

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POKE-THRU FLOOR OUTLET BOX, FLUSH MOUNTED WITH RECEPTACLE AND COMMUNICATIONS

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OUTLETS.FLOOR BOX 20 AMP DUPLEX RECEPTACLE, (2) RJ-45 JACKS.

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P

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NIGHT LIGHT, DO NOT SWITCH

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NL

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NOTES: 1. UNLESS INDICATED OTHERWISE, MANUFACTURERS AND CATALOG NUMBERS LISTED IN LIGHTING FIXTURE SCHEDULE ARE INTENDED TO ESTABLISH STANDARDS OF UNLESS INDICATED OTHERWISE, MANUFACTURERS AND CATALOG NUMBERS LISTED IN LIGHTING FIXTURE SCHEDULE ARE INTENDED TO ESTABLISH STANDARDS OF DESIRED DESIGN OR QUALITY AND SHALL BE THE BASIS OF BID. NO SUBSTITUTIONS WILL BE CONSIDERED PRIOR TO BID. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE SUBMITTALS WITH PHOTOMETRICS AND DETAILED SPECIFICATION SHEETS AND ACCEPT TOTAL RESPONSIBILITY FOR PROVIDING FIXTURES OTHER THAN THE SPECIFIED PRODUCTS. 2. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS FOR WALL MOUNTED FIXTURES. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS FOR WALL MOUNTED FIXTURES. 3. MODIFY CATALOG NUMBER AS NECESSARY FOR ALL RECESSED FIXTURES IN AREAS WITH HARD CEILINGS.MODIFY CATALOG NUMBER AS NECESSARY FOR ALL RECESSED FIXTURES IN AREAS WITH HARD CEILINGS.

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S

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E

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E

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EXISTING LED LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE METALLIC

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CONDUIT CONNECTION.

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EXISTING EMERGENCY LIGHTING FIXTURE. DO NOT SWITCH.

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EXISTING EXIT LIGHT - PROVIDE ARROWS AS INDICATED, SHADING DENOTES FACE OPERATION.

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EXISTING LED LIGHTING FIXTURE - SURFACE MOUNTED.

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EXISTING TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT.

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EXSITING DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING.

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EXISTING DOUBLE DUPLEX RECEPTACELS - (2) TWO 20 AMP, 120 VOLT, 3 WIRE GROUNDING.

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EXISTING TELEPHONE/DATA OUTLET.

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EXISTING COMBINATION EMERGENCY LIGHT/EXIT LIGHT - PROVIDE ARROWS AS INDICATED, SHADING

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DENOTES FACE OPERATION. DO NOT SWITCH.

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DO NOT SWITCH.

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E

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EXISTING CEILING MOUNTED INTERCOM SPEAKER.

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JUNCITON BOX, SIZE PER NEC.

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EXISTING LIGHTING AND/OR POWER PANELBOARD.

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EXISTING DISCONNECT SWITCH.

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EXISTING MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT CONNECTION PER NEC.

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EXISTING ADDRESSABLE CEILING MOUNTED SMOKE DETECTOR.

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EXISTING PULL STATION.

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EXISTING HORN/STROBE.

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EXISTING STROBE.

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EXISTING MASS NOTIFICATION AUDIO/VISUAL ALARM.

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EXISTING CEILING MOUNTED PROJECTOR.

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INTERCOM SPEAKER, WEATHER PROOF, 14'-0" MOUNTING HEIGHT, U.N.O.

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EXISTING FLOOR MOUNTED TELEPHONE/DATA OUTLET.

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COMMUNICATION/POWER POLE SUPPLIED BY ELECTRICAL CONTRACTOR.

UP

FE

FE

AREA OF WORK

CHARLOTTE ST.

KEY PLAN


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609



OWNER:

SUB. DATE

PROJECT NO.

DRAWN BYCHECKED BY





NAHRE/RS






NODA

TERE

VISI

ON03

-13-

2019

10%

SUB

MIT

TAL

PROJ

ECT N

O: 122

18052

BUILD

ING 19

REVI

SION

FLO

OR P

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PER

DM

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04-1

0-20

19

30%

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MIT

TAL

05-0

6-20

1965

% S

UBM

ITTA

L06

-11-

2019

95%

SUB

MIT

TAL

07-1

7-20

1910

0% S

UBM

ITTA

L08

-28-

2019

100%

BID

DOC

UMEN

TS -

PHAS

E 1

10-3

0-20

19

10-30-2019

DMA S

FB AN

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ATION

- PHA

SE 1

310

CH

AR

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E ST

., ST

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STIN

E,FL

320

84

NO

E202

ELECTRICALSECOND FLOOR -SOUTH & NORTH

DEMOLITIONBID OPTION #1

SECOND FLOOR PLAN - NORTH - DEMO

NOTES: GENERAL NOTES:

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5

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7

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NOT TO SCALE

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GRAPHIC SCALE: 1/8" = 1'-0"

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0'

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2'

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4'

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6'

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16'

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1

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UNLESS NOTED OTHERWISE, ALL EXISTING LIGHTING FIXTURES SHALL BE REMOVED AND/OR REPLACED WITH NEW. RETAIN EXISTING LIGHTING CIRCUIT FOR REUSE. ALL WALL MOUNTED EMERGENCY LIGHTING FIXTURES AND ASSOCIATED CONDUIT AND WIRING SHALL BE REMOVED. UNLESS NOTED OTHERWISE, EXISTING FIRE ALARM AND MASS NOTIFICATION DEVICES SHALL REMAIN. ADJUST LOCATION OF ANY DEVICES AFFECTED BY NEW PARTITIONS. COORDINATE WITH MASS NOTIFICATION VENDOR AND/OR OWNER. ALL WIRING DEVICES NOT HATCHED ARE EXISTING TO REMAIN. RECONNECT ANY CIRCUIT INTERRUPTED BY DEMOLITION. ALL COMMUNICATIONS OUTLET NOT HATCHED ARE EXISTING TO REMAIN. FIELD VERIFY CONDITION OF OUTLET AND REMOVE ANY ABANDONED OUTLET AND ASSOCIATED CABLES. COORDINATE WITH OWNER. ALL FLOOR MOUNTED TELEPHONE AND RECEPTACLE FLOOR BOXES AND ASSOCIATED CONDUCTORS SHALL BE REMOVED BACK TO SOURCE. CAP ALL OPENINGS IN UNDER FLOOR DUCT RACEWAY. RECONNECT ANY WALL MOUNTED DEVICES INTERRUPTED BY DEMOLITION. DRAWINGS MAY NOT DENOTE LOCATION OF ALL FLOOR BOXES.

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HATCHING DENOTES ITEMS TO BE REMOVED. ALL OTHER ITEMS TO REMAIN UNLESS NOTED OTHERWISE.

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6

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1. ALL EXISTING WALL MOUNTED DATA OUTLETS ON THE PERIMETER EXTERIOR WALLS ALL EXISTING WALL MOUNTED DATA OUTLETS ON THE PERIMETER EXTERIOR WALLS SHALL REMAIN FOR REUSE. 2. EXISTING FIRE ALARM AND MASS NOTIFICATION DEVICES TO REMAIN. ADJUST EXISTING FIRE ALARM AND MASS NOTIFICATION DEVICES TO REMAIN. ADJUST LOCATION OF ANY DEVICE AFFECTED BY THE NEW CONSTRUCTION.

UP

OPEN SEATING AREA210

CORRIDOR226

WOMEN REST.229

MEN REST.232

SEATING AREA225

BOARD RM.209

STORAGE227

OFFICE235 BRANCH RM.

236

ACTIONS RM.212A

BRANCH WARRANTOFFICERS RM.

237

OFFICE211B

SEATING AREA213

CORRIDOR226

CORRIDOR224

CORRIDOR233

234

BRANCH RM.234

JANITOR230

231

UP

JANITOR230

BRANCH RM.234

OPEN SEATING AREA210

CORRIDOR226

WOMEN REST.229

MEN REST.232

SEATING AREA225

BOARD RM.209

STORAGE227

OFFICE235

BRANCH RM.236

ACTIONS RM.212A

BRANCH WARRANTOFFICERS RM.

237

OFFICE211B

SEATING AREA213

CORRIDOR226

CORRIDOR224

CORRIDOR233

234

231

AREA OF WORK

CHARLOTTE ST.

KEY PLAN


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609



OWNER:

SUB. DATE

PROJECT NO.

DRAWN BYCHECKED BY





NAHRE/RS






NODA

TERE

VISI

ON03

-13-

2019

10%

SUB

MIT

TAL

PROJ

ECT N

O: 122

18052

BUILD

ING 19

REVI

SION

FLO

OR P

LANS

PER

DM

ACO

MM

ENTS

04-1

0-20

19

30%

SUB

MIT

TAL

05-0

6-20

1965

% S

UBM

ITTA

L06

-11-

2019

95%

SUB

MIT

TAL

07-1

7-20

1910

0% S

UBM

ITTA

L08

-28-

2019

100%

BID

DOC

UMEN

TS -

PHAS

E 1

10-3

0-20

19

10-30-2019

DMA S

FB AN

NEX R

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- PHA

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310

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320

84

NO

SECOND FLOOR PLAN - NORTH - LIGHTING - NEW WORK SECOND FLOOR PLAN - NORTH - POWER - NEW WORK

E303

ELECTRICALSECOND FLOOR - NORTH

LIGHTING & POWER -NEW WORK

BID OPTION #1

NOTES:

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PL

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PL

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LC

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PL

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PL

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PL

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S

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S

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S

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LC

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LC

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S

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L

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S

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L

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LC

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O

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O

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O

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LC

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O

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(E)

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(E)

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(E)

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(E)

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R4-13

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R3/IG

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R3/IG

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R3-IG

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R3/IG

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R3/IG

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R3/IG

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R3/IG

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R3/IG

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COPIER

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COPIER

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R4-1,3

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R4-5,7

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R4-4,11

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R3/IG

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R3/IG

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NOT TO SCALE

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CONNECT NEW LED LIGHTING TO EXISTING LIGHTING CIRCUIT RETAINED DURING DEMOLITION. RELOCATE EXISTING MASS NOTIFICATION PANIC PUSHBUTTON. COORDINATE EXACT LOCATION WITH VENDOR AND BRANCH BREAKER. EXTEND 3/4" CONDUIT WITH #12 CONDUCTOR TO EXISTING PANEL R4. PROVIDE NEW 1-POLE, 20 AMP CIRCUIT BREAKER. EXTEND 1/2" CONDUIT WITH #12 CONDUCTOR TO EXISTING PANEL R3 OR PANEL IG2. CONNECT TO SPARE 1-POLE, 20 AMP CIRCUIT BREAKER MADE AVAILABLE DURING DEMOLITION. EXTEND NEW CAT 6 CABLE TO EXISTING COMM. RACK. ROOF CONCEAL ABOVE CEILING ON J-HOOKS. PROVIDE TWO CABLES PER OUTLET. COORDINATE WITH FURNITURE INSTALLER FOR COORDINATE WITH FURNITURE INSTALLER FOR POWER POLE (POWER AND DATA WIRING). SEE DETAIL ON SHEET E402.

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UP UP

AREA OF WORK

CHARLOTTE ST.

KEY PLAN


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609



OWNER:

SUB. DATE

PROJECT NO.

DRAWN BYCHECKED BY





NAHRE/RS






NODA

TERE

VISI

ON03

-13-

2019

10%

SUB

MIT

TAL

PROJ

ECT N

O: 122

18052

BUILD

ING 19

REVI

SION

FLO

OR P

LANS

PER

DM

ACO

MM

ENTS

04-1

0-20

19

30%

SUB

MIT

TAL

05-0

6-20

1965

% S

UBM

ITTA

L06

-11-

2019

95%

SUB

MIT

TAL

07-1

7-20

1910

0% S

UBM

ITTA

L08

-28-

2019

100%

BID

DOC

UMEN

TS -

PHAS

E 1

10-3

0-20

19

10-30-2019

DMA S

FB AN

NEX R

ENOV

ATION

- PHA

SE 1

310

CH

AR

LOTT

E ST

., ST

. AU

GU

STIN

E,FL

320

84

NO

E304

ELECTRICALROOF PLAN -ELECTRICAL

BID OPTION #1

DEMOLITION ROOF PLAN - ELECTRICAL NEW ROOF PLAN - ELECTRICAL

NOTES:

BID OPTION #1 NOTES:

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ACU2-4 TO REMAIN

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EXISTING ACU-2-5 TO BE REMOVED AND REINSTALLED

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EXISTING EXHAUST FAN TO BE REMOVED AND REINSTALLED

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EXISTING ACU-2-7 TO BE REMOVED AND REINSTALLED

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EXISTING RTU TO BE REMOVED AND REINSTALLED

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ACU2-8 TO REMAIN

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ACU1-4 TO REMAIN

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ACU2-3 TO BE REMOVED AND REINSTALLED

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ACU1-2 TO BE REMOVED AND REINSTALLED

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ACU2-1 TO BE RELOCATED

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ACU2-2 TO BE RELOCATED

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ACU2-2 (9) TO BE REMOVED

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2

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2

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2

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6

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6

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2

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2

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2

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2

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6

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6

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7

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R3-

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MDP-9

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R3-

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2

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30

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0

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R3-24

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2

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30

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0

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CU

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REINSTALLED EXISTING ACU-2-5

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REINSTALLED EXISTING ACU-2-7

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REINSTALLED EXISTING RTU

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3

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100

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0

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EF-1

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2

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1

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NOT TO SCALE

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0'

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2'

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4'

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6'

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8'

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16'

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EXTEND NEW 1-1/4" CONDUIT WITH 3 #4 AND 1 #8 GROUND TO PANEL 'MDP' REPLACE EXISTING BREAKER WITH NEW 3-POLE, 70AMP CIRCUIT BREAKER. DISCONNECT UNIT AND RECONNECT UNITS AFTER COMPLETION OF ROOF WORK. EXTEND NEW 1" CONDUIT WITH 3 #10 TO EXISTING PANEL R3. PROVIDE NEW 2 POLE 15 AMP BREAKER & CONNECT NEW CONDUIT AND WIRE. EXTEND NEW 1" CONDUIT WITH 3 #10 TO EXISTING PANEL R1. PROVIDE NEW 2 POLE 15 AMP BREAKER & CONNECT NEW CONDUIT AND WIRE. EXTEND NEW CONDUIT AND WIRE TO EXISTING PANEL. FIELD VERIFY EXISTING REQUIREMENTS. DISCONNECT UNIT. RELOCATE AND PROVIDE NEW CONDUIT, WIRE & DISCONNECT SWITCH. SAME SIZE AS EXISTING. RECONNECT TO EXISTING BREAKER.

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EXISTING UNIT TO BE REPLACED WITH NEW. EXTEND NEW 1-1/4" CONDUIT WITH 3 #4 AND 1 #8 GROUND TO PANEL 'MDP'. REPLACE EXISTING BREAKER WITH NEW 3-POLE, 70 AMP CIRCUIT BREAKER. EXISTING FAN TO BE REPLACED WITH NEW. PROVIDE NEW DISCONNECTING MEANS AND RECONNECT EXISTING CONDUIT AND WIRE.

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1

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2


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609



OWNER:

SUB. DATE

PROJECT NO.

DRAWN BYCHECKED BY





NAHRE/RS






NODA

TERE

VISI

ON03

-13-

2019

10%

SUB

MIT

TAL

PROJ

ECT N

O: 122

18052

BUILD

ING 19

REVI

SION

FLO

OR P

LANS

PER

DM

ACO

MM

ENTS

04-1

0-20

19

30%

SUB

MIT

TAL

05-0

6-20

1965

% S

UBM

ITTA

L06

-11-

2019

95%

SUB

MIT

TAL

07-1

7-20

1910

0% S

UBM

ITTA

L08

-28-

2019

100%

BID

DOC

UMEN

TS -

PHAS

E 1

10-3

0-20

19

10-30-2019

DMA S

FB AN

NEX R

ENOV

ATION

- PHA

SE 1

310

CH

AR

LOTT

E ST

., ST

. AU

GU

STIN

E,FL

320

84

NO

E401

ELECTRICALDETAILS

BID OPTION #1

CAT5e

BLUE N

WH

ITE

BLK- 120V/ORG 277V

GRN

BLK

/OR

GB

LUE

N H

nPP16

FIXT

NWSX PDT IV

LC

TYPICAL SMALL OFFICE WITH DIMMING AND OCCUPANCY/VACANCY

CAT5e CAT5e

BLUE N

WH

ITE

BLK- 120V/ORG 277V

BLK

/OR

GB

LUE

N H

GRN

nPP16

FIXTLC

LIGHTINGNPODM IV

CAT5e

BLUE N

WH

ITE

BLK- 120V/ORG 277V

BLK

/OR

GB

LUE

N H

GRN

0-10V DIM

nPP16 LOAD

FIXT

LIGHTING

CAT5e CAT5e CAT5e

SPLITTER

BLUE N

WH

ITE

BLK- 120V/ORG 277V

BLU

E

N H

GRN

LTG

nPP16

FIXTBLUE N

WH

ITE

BLK- 120V/

BLK

/OR

GB

LUE

N H

NPP20 PL BPRECEPT

PLLC

NCM PDT 10NPODX IV

TYPICAL OFFICE WITH PLUGLOAD, AND OCCUPANCY/VACANCY CONTROLSPLITTERSPLITTER

CAT5e CAT5e CAT5e

CA

T5e

CAT5eCAT5eCAT5e

SPLITTER

BLUE N

WH

ITE

BLK- 120V/ORG 277V

BLK

/OR

GB

LUE

N H

GRN

nPP16LTG

FIXTBLUE N

WH

ITE

BLK- 120V/ORG 277V

BLK

/OR

GB

LUE

N H

GRN

nPP16

FIXT

BLUE N

WH

ITE

BLK- 120V/ORG 277V

BLK

/OR

GB

LUE

N H

GRN

nPP16

FIXT

BLUE N

WH

ITE

BLA

CK

BLU

E

N H BLACK- 120V

PL

LC

SWITCH

LC

PPLIGHTING

NPP20 PL BP

REC. LOAD

NCM PDT (10)

NCM PDT (10) NCM PDT

NPODM DX IV

NPODM IV

CAT5e

CAT5e

CA

T5e

NOT TO SCALE

NOT TO SCALE

TYPICAL SMALL RESTROOMNOT TO SCALE

NOT TO SCALE

NOT TO SCALE

LTG

LC

TYPICAL LARGE OPEN OFFICE WITH PLUG LOAD, AND OCCUPANCY/VACANCY CONTROL

NOT TO SCALE

LTG

CAT5e

BLUE N

WH

ITE

BLK- 120V/ORG 277V

BLK

/OR

GB

LUE

N H

GRN

nPP16LTG

FIXTLC

NWSX-PDTLV-IV

BLUE N

WH

ITE

BLK- 120V/

BLK

/OR

GB

LUE

N H

NPP20 PL BPRECEPT

PL

CA

T5B

SPLITTER

NCM PDT (10)

TYPICAL LARGE RESTROOMNOT TO SCALE NOT TO SCALE

TYPICAL CONFERENCE ROOM WITH DIMMING

CAT5e CAT5e

NPODM-DX-IV

GYVI

BLUE N

WH

ITE

BLK- 120V/ORG 277V

BLK

/OR

GB

LUE

N H

GRN

0-10V DIM

nPP16 DLOAD

FIXTLDC

LIGHTING SPLITTER

NCM PDT (10)

NOTES:

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LC

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PL

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O

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LC

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S

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L

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S

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L

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LC

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LC

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PL

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S

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L

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LC

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O

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O

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O

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LC

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S

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L

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S

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PL

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O

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S

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LD

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O

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1. PROVIDE QUANTITY OF VACANCY SENSOR AS REQUIRED MOUNT SENSOR TO OUTLET BOX. PROVIDE QUANTITY OF VACANCY SENSOR AS REQUIRED MOUNT SENSOR TO OUTLET BOX. 2. PROVIDE QUANTITY OF LIGHTING CONTROLLERS AND PLUG LOAD CONTROLLERS AS REQUIRED PROVIDE QUANTITY OF LIGHTING CONTROLLERS AND PLUG LOAD CONTROLLERS AS REQUIRED PER ROOM. SEE LIGHTING AND POWER DRAWINGS. 3. PROVIDE 3/4" CONDUIT FROM WALL MOUNTED DEVICE OUTLET BOX UP TO CEILING SPACE. PROVIDE 3/4" CONDUIT FROM WALL MOUNTED DEVICE OUTLET BOX UP TO CEILING SPACE. 4. ALL SPACES SHALL BE WIRED FOR MANUAL ON/AUTOMATIC OFF, EXCEPT CORRIDORS, ALL SPACES SHALL BE WIRED FOR MANUAL ON/AUTOMATIC OFF, EXCEPT CORRIDORS, RESTROOM AND LOBBIES SHALL BE AUTOMATIC ON/OFF. 5. POWER PACK SHALL BE GROUNDED TO ENSURE SIGNAL INTEGRITY. LOCATE IN CEILING.POWER PACK SHALL BE GROUNDED TO ENSURE SIGNAL INTEGRITY. LOCATE IN CEILING.

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S

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L

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LDC


T. 904.798.8333F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609



OWNER:

SUB. DATE

PROJECT NO.

DRAWN BYCHECKED BY





NAHRE/RS






NODA

TERE

VISI

ON03

-13-

2019

10%

SUB

MIT

TAL

PROJ

ECT N

O: 122

18052

BUILD

ING 19

REVI

SION

FLO

OR P

LANS

PER

DM

ACO

MM

ENTS

04-1

0-20

19

30%

SUB

MIT

TAL

05-0

6-20

1965

% S

UBM

ITTA

L06

-11-

2019

95%

SUB

MIT

TAL

07-1

7-20

1910

0% S

UBM

ITTA

L08

-28-

2019

100%

BID

DOC

UMEN

TS -

PHAS

E 1

10-3

0-20

19

10-30-2019

DMA S

FB AN

NEX R

ENOV

ATION

- PHA

SE 1

310

CH

AR

LOTT

E ST

., ST

. AU

GU

STIN

E,FL

320

84

NO

E402

ELECTRICALRISER

DIAGRAMSBID OPTION #1

TELECOMMUNICATION RISER DIAGRAMS

POWER RISER DIAGRAM

POWER RISER DIAGRAM NOTES:

POWER/DATA POLE DETAIL

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EXISTING (2) 2"C TO PROPERTY LINE

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EXISTING 2"C

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EXISTING TELEPHONE BACKBOARD (MECH ROOM)

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EXISTING TELEPHONE BACKBOARD (ELEC ROOM)

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FIRST FLOOR

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SECOND FLOOR

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TYPICAL COMM OUTLET

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EXISTING LADDER TRAY

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EXISTING COMMUNICATION CABINET (2ND FLOOR 'IT' ROOM)

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3/4"C WITH (2) CAT6 CABLES

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NOT TO SCALE

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P2

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EXISTING PANEL

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P3

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EXISTING PANEL

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IG-2

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EXISTING PANEL

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R4

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EXISTING PANEL

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R2

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EXISTING PANEL

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R3

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EXISTING PANEL

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SECOND FLOOR

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OFFICE

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MECH ROOM

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ELECTRICAL ROOM

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FIRST FLOOR

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NOT TO SCALE

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MDP

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EXISTING PANEL

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MDP

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EXISTING PANEL

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R1

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EXISTING PANEL

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IG-1

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EXISTING PANEL

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P1

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EXISTING PANEL

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EXISTING 1200 AMP PANEL MDP 120/240, 3 PHASE, 4 WIRE DELTA, 3-POLE

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EXISTING SECONDARY SERVICE

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E

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E

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E

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E

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E

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E

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E

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E

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E

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LOBBY

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ELECTRICAL ROOM

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E

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GE A-SERIES 2 120/240V 1 , 3 WIRE

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GE NLAB 120/240V 3 , 4 WIRE

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GE NLAB

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GE AQF 120/240V 3 , 4 WIRE

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SQ-D QO LOAD CENTER 120/240V 1 , 3 WIRE

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GE-CCB

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EXISTING ELEVATOR 3/100

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PROVIDE NEW TYPED PANEL DIRECTORY AND FIELD ALL VERIFY ITEMS AND LOCATION SERVED. CLEAN INTERIOR CAN AND BREAKERS OF DUST AND DEBRIS. DO NOT INSTALL NEW SINGLE PHASE BREAKERS ON HIGH LEG PHASE OF EXISTING PANEL. ENSURE HIGH-LEG IS TAPED PER CODE. NEW BREAKERS SHALL MATCH EXISTING MANUFACTURER AND AIC RATING.

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AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING

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120/240 VOLTS 1 PHASE 3 WIRE

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TOTAL KVA

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12.0

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WIRE

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GE TYPE AQF

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SURFACE MTD. CIRCUIT BREAKER TYPE

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25

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29

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27

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19

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21

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SPACE

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17

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15

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13

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SPARE

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COPY MACHINE

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9

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CUBICLES - 210

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DESIGNATION

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NO.

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CKT

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2ND FLOOR ELEC ROOM

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1

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20

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MODIFIED EXISTING PANEL - R4

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GND

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TRIP

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POLE

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COND

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12

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12

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12

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3/4

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1

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20

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0.8

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0.8

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CIRCUIT

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CIRCUIT

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BREAKER

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KVA

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COND

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POLE

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GND

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WIRE

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20

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0.8

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1

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12

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3/4

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12

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12

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BREAKER

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CIRCUIT

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KVA

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CIRCUIT

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125 AMP MAIN LUGS ONLY

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26

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28

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30

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SPACE

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SPARE

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20

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24

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14

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16

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18

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CUBICLES - 206

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12

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10

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8

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6

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4

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2

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DESIGNATION

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CKT

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NO.

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SPACE

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SPACE

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12

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12

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12

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3/4

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1

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20

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0.8

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12

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12

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12

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3/4

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1

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20

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0.8

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0.8

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CUBICLES - 210

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CUBICLES - 210

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12

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12

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1/2

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1

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20

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0.8

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(N)

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(N)

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(N)

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(N)

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(N)

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(N)

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(N)

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1

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20

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SPARE

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1

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20

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SPARE

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1

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20

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SPARE

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(E)

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SPACE

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SPACE

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SPARE

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SPARE

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SPARE

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WM

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PROVIDE (4) CAT 6 48-PORT PATCH PANELS

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1

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1

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E

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DENOTES EXISTING FEEDER

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NOT TO SCALE

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VELCRO PAD

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12"

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CHANNEL FOR POWER WIRES

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12"

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TEL/DATA PLATE

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DIVIDER. LENGTH AS REQUIRED.

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POWER/DATA POLE HUBBLE PPO WITH

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2.25"

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T-BAR

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POLE CLAMP

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SPRING CLIPS

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CEILING TRIMPLATE

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CEILING TILE

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"U" CLAMP ROD

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TOP PLATE (WITH 3/4" OPENING)

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COMMUNICATION CABLE EXIT

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2.25"

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1"

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1.25"

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LOW-VOLTAGE DIVIDER

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POWER CHAMBER

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1

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3

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GE AQF 120/240V 3 , 4 WIRE

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GE NLAB 120/240V 3 , 4 WIRE

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GE AQF 120/240V 1 , 3 WIRE

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120/240V 3 , 4 WIRE

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UP

PLUMBING LEGEND

AREA OF WORK

CHARLOTTE ST.



T. 904.798.8333

F 904.798.8335

WWW.TTVARCH.COM

FL Lic#AA0002609













SUB. DATE

PROJECT NO.

DRAWN BY

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NO

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03-13-2019

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04-10-2019

30%

S

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L05-06-2019

65%

S

UB

MIT

TA

L06-11-2019

95%

S

UB

MIT

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L07-17-2019

100%

S

UB

MIT

TA

L08-28-2019

100%

B

ID

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- P

HA

SE

1

10-30-2019

10-30-2019


DM

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310

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320

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design

NO





(904) 262-5066



P101

ROOF PLAN -PLUMBING &FIRST FLOOR

PLAN - SOUTH -PLUMBING

ROOF PLAN - PLUMBINGKEY PLAN

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4"RD

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4"RD

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4"RD

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4"RD

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3"RD

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EXISTING ROOF DRAINS TO BE REMOVED AND REPLACED (TYPICAL OF 5).

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PLUMBING BASIS OF DESIGN

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GENERAL NOTES

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1. THE DRAWINGS ARE PARTLY DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW IN DETAIL ALL THE DRAWINGS ARE PARTLY DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW IN DETAIL ALL FEATURES OF THE WORK. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE SPECIFICATIONS, THE DRAWINGS AND LOCAL GOVERNING CODES. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. CONTRACTORS SHALL REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 3. CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING ITEMS PRIOR TO BIDDING AND ADVISE CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING ITEMS PRIOR TO BIDDING AND ADVISE ARCHITECT OF ANY DISCREPANCIES. 4. ITEMS SHOWN AS PROVIDED UNDER ANOTHER DIVISION SHALL BE CONNECTED IN THIS WORK. ITEMS SHOWN AS PROVIDED UNDER ANOTHER DIVISION SHALL BE CONNECTED IN THIS WORK. OBTAIN EXACT ROUGH-IN INFORMATION BEFORE CONSTRUCTION ON ALL ITEMS REQUIRING PLUMBING CONNECTIONS. 5. THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS INCLUDES ALL LABOR, MATERIALS, THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS INCLUDES ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS & HEREIN SPECIFIED. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER IN ACCORDANCE WITH GOOD PRACTICE, MANUFACTURER'S RECOMMENDATIONS AND THE DEPARTMENT OF PUBLIC HEALTH. 6. FURNISH (1) ONE YEAR SERVICE AND GUARANTEE ON ALL LABOR, MATERIALS AND EQUIPMENT. FURNISH (1) ONE YEAR SERVICE AND GUARANTEE ON ALL LABOR, MATERIALS AND EQUIPMENT. 7. OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHINGS, MECHANICAL AND OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHINGS, MECHANICAL AND ELECTRICAL, EQUIPMENT, ETC. 8. PROVIDE CHROME PLATED ESCUTCHEON PLATES FOR ALL EXPOSED PIPE PASSING THRU PROVIDE CHROME PLATED ESCUTCHEON PLATES FOR ALL EXPOSED PIPE PASSING THRU WALLS, FLOORS, OR CEILINGS. ALL EXPOSED PIPING AND FITTINGS SHALL BE CHROME PLATED AS WELL. 9. ALL PIPING PENETRATIONS THRU FIRE RATED WALL SHALL BE SEALED WITH FIRE BARRIER ALL PIPING PENETRATIONS THRU FIRE RATED WALL SHALL BE SEALED WITH FIRE BARRIER CAULK (3M OR EQUAL). 10. PIPE HANGERS SHALL BE ADJUSTABLE TEARDROP TYPE HANGER AND RODS. GRINNELL OR PIPE HANGERS SHALL BE ADJUSTABLE TEARDROP TYPE HANGER AND RODS. GRINNELL OR EQUAL. 11. ALL FITTINGS SHALL BE INSTALLED BY NO LESS THAN A JOURNEYMAN LEVEL PLUMBER. ALL FITTINGS SHALL BE INSTALLED BY NO LESS THAN A JOURNEYMAN LEVEL PLUMBER. 12. NO HORIZONTAL DOUBLE-WYE FITTINGS ARE ACCEPTABLE.NO HORIZONTAL DOUBLE-WYE FITTINGS ARE ACCEPTABLE.

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HOT WATER PIPING

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HW

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COLD WATER PIPING

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CW

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BALL VALVE

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COLD WATER PIPING

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VENT PIPING

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WASTE PIPING

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HOT WATER PIPING

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WALL CLEAN OUT

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WCO

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POINT OF CONNECTION

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EXISTING CW PIPING

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RD

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PROVIDE LOW PROFILE ROOF DRAIN SIMILAR TO JR SMITH MODEL NUMBER 1340 WITH UNDERDECK CLAMP, FLASHING CLAMP AND GRAVEL STOP WITH CAST IRON DOME. UNDERSIDE OF SUMP AND ALL EXPOSED PIPING IN CEILING TO BE INSULATED WITH 1" THICK FLEXIBLE ELASTOMERIC FOAM SIMILAR TO ARMAFLEX, K-FLEX

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16'

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SCALE: N.T.S.

Construction Company | Orange Park, FL - OWNERE101 ELECTRICAL LEGEND, NOTES, AND DETAILS E202...

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Transcript of Construction Company | Orange Park, FL - OWNERE101 ELECTRICAL LEGEND, NOTES, AND DETAILS E202...