PACKAGE_01-NORTH_MEETING_ROOM_N210-Bid.pdf

PROJECT TEAM

PROJECT LOCATION MAP

BOARD OF COUNTY COMMISSIONERS

SHEET SPECIFIC NOTES

PROJECT DESCRIPTION

APPLICABLE CODES

ARCHITECT - PRIME

TVS FLORIDA, INC., ARCHITECTURE

442 W. KENNEDY BOULEVARD

SUITE 302

TAMPA, HILLSBOROUGH, FL 33606

Phone: 404 888 6600

MECHANICAL, ELECTRICAL (SOUTH)

TLC ENGINEERING

SOLUTIONS(ENGINEER OF RECORD)

255 SOUTH ORANGE AVENUE

ORLANDO, ORANGE, FL 32801

Phone: 305 266 6553

COST SERVICES

BLUE CORD DESIGN AND

CONSTRUCTION, LLC

835 BENNETT ROAD

ORLANDO, ORANGE, FL 32803

Phone: 407 425 1390

ASSOCIATE ARCHITECT

RHODES & BRITO ARCHITECTS INC.

(ARCHITECT OF RECORD)

605 E, ROBINSON STREET

SUITE 750

ORLANDO, ORANGE, FL 32801

Phone: 407 648 7288

MECHANICAL, ELECTRICAL (NORTH)

AVCON, INC.

5555 E. MICHIGAN STREET

STE. 200

ORLANDO, ORANGE, FL 32822

Phone: 407 599 1122

LIGHTING

CM KLING + ASSOCIATES, INC.

1020 CAMERON STREET

ALEXANDRIA ,VA 22314

Phone: 703 684 6270

INTERIOR DESIGN

ALLIANCE DESIGN & CONSTRUCTION,

INC.

PO BOX 1296

SUITE 302

WINTER PARK, ORANGE COUNTY, FL 32790

Phone: 407 467 8833

ARCHITECTURAL QUALITY

ASSURANCE AND CONTROL

ROGER A. REPSTIEN, D/B/A, RDC,

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, SEMINOLE, FL 32803

Phone: 800 362 1523

FACILITY ASSESSMENT

PIERCE FLORIDA REALTY

1431 ROYAL ST. GEORGE DRIVE

ORLANDO, FL 32828

Phone: 407 567 9077

QUALITY ASSURANCE AND CONTROL

FOR MECHANICAL, ELECTRICAL

ABOVE GROUP, INC.

111 NORTH ORANGE AVENUE

STE. 800

ORLANDO, ORANGE, FL 32801

Phone: 321 345 9026

STRUCTURAL

ADVANCED STRUCTURAL DESIGN, INC.

1035 S SEMORAN BLVD

STE. 1019

WINTER PARK, FL 32792

Phone: 407 677 5836

© Google Earth Pro

N

JERRY L. DEMINGS

COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1 COMMISSIONER

MARIBEL GOMEZ CORDERO

DISTRICT 4 COMMISSIONER

CHRISTINE MOORE

DISTRICT 2 COMMISSIONER

MAYRA URIBE

DISTRICT 3 COMMISSIONER

EMILY BONILLA

DISTRICT 5 COMMISSIONER

MICHAEL SCOTT

DISTRICT 6 COMMISSIONER

A01-201

A= ARCHITECTUEAL

G=GENERAL*

E=ELECTRIC

M=MECHANICAL

S=STRUCTURAL

*G SERIES COMMON

FOR ALL PACKAGES

PACKAGE NUMBER

SERIES

SHEET

SHEETS NAMING SYSTEM

DISCIPLINE

PROJECT MASTER INDEX

NUMBER PACKAGE NAME

01 PACKAGE 01-NORTH MEETING ROOM N210

PACKAGE 02-NORTH MEETING ROOM N220

PACKAGE 03-NORTH MEETING ROOM N230

PACKAGE 04-NORTH MEETING ROOM N310

PACKAGE 05-NORTH MEETING ROOM N311

PACKAGE 06-NORTH MEETING ROOM N312

PACKAGE 07-NORTH MEETING ROOM N319

PACKAGE 08-NORTH MEETING ROOM N320

PACKAGE 09-NORTH MEETING ROOM N321

PACKAGE 10-NORTH MEETING ROOM N322

PACKAGE 11-NORTH MEETING ROOM N329

PACKAGE 12-NORTH MEETING ROOM N330

PACKAGE 13-SOUTH MEETING ROOM S210

PACKAGE 14-SOUTH MEETING ROOM S220

PACKAGE 15-SOUTH MEETING ROOM S230

PACKAGE 16-SOUTH MEETING ROOM S310

PACKAGE 17-SOUTH MEETING ROOM S311

PACKAGE 18-SOUTH MEETING ROOM S312

PACKAGE 20-SOUTH MEETING ROOM S320

PACKAGE 21-SOUTH MEETING ROOM S321

PACKAGE 22-SOUTH MEETING ROOM S322

PACKAGE 19-SOUTH MEETING ROOM S319

PACKAGE 23-SOUTH MEETING ROOM S329

PACKAGE 24-SOUTH MEETING ROOM S330

PACKAGE 25-SOUTH MEETING ROOM S331

PROJECT DESCRIPTION:

INTERIOR RENOVATION OF 25 MEETING ROOMS ON THE CONCOURSE

AND MEZZANINE LEVEL AT THE ORANGE COUNTY CONVENTION

CENTER - NORTH SOUTH BUILDING. EACH MEETING ROOM WILL BE

SUBMITTED AS A SEPARATE PERMIT PACKAGE.

TYPICAL MEETING ROOMS:

DEMOLITION OF INTERIOR FINISHES, OPERABLE WALLS AND TRACKS,

CEILING SOFFITS, ACOUSTICAL CEILING TILE AND GRID, LIGHTING

FIXTURES, CEILING DEVICES, AIR TERMINAL UNITS, WALL MOUNTED

FIRE ALARM STROBES, AND HVAC DIFFUSERS.

PROPOSED WORK GENERALLY INCLUDES, BUT IS NOT LIMITED TO,

NEW WALL, CEILING AND FLOOR FINISHES, OPERABLE WALLS AND

TRACKS, LIGHT FIXTURES, HVAC DIFFUSERS, AIR TERMINAL UNITS,

CEILING MOUNTED FIRE ALARM STROBES, AND ADDITIONAL POWER

AND DATA OUTLETS WHERE REQUESTED. EXISTING CEILING AND

WALL DEVICES THAT ARE REMOVED TO ALLOW INSTALLATION OF NEW

FINISHES WILL BE SALVAGED AND REINSTALLED OR REPLACED WITH

NEW DEVICES IN THEIR ORIGINAL LOCATIONS.

EXISTING STRUCTURAL SUPPORTS, DUCTWORK, OTHER BRANCH

SERVICES, AND RACEWAYS ARE TO REMAIN AS-IS. ADDITIONAL

SUPPORTS AND RACEWAYS ARE BEING PROVIDED WHERE REQUIRED.

SIGNATURE MEETING ROOMS N230 & N330 (PACKAGES 3 & 12):

SAME SCOPE AS TYPICAL MEETING ROOMS, HOWEVER THE

RENOVATION SCOPE INCLUDES UPGRADED DESIGN ELEMENTS AND

FINISHES, AS WELL AS ADDING GLAZED CURTAIN WALL ALONG

PORTIONS OF THE INTERIOR AND EXTERIOR WALLS. THE FIRE AND

SMOKE RATING OF THE EXISTING WALLS WILL BE MAINTAINED.

THIS PROJECT DOES NOT AFFECT EXISTING LIFE SAFETY OR EGRESS

COMPONENTS OF THE FACILITY EXCEPT FOR MEETING ROOM N330. REFER

TO PACKAGE 12 FOR ADDITIONAL CLARIFICATION.

TEMPORARY CONSTRUCTION BARRIER PLANS AND DETAILS ARE INCLUDED

WHERE APPLICABLE. CONTRACTOR SHALL PROVIDE TEMPORARY

CONSTRUCTION BARRIERS AS REQUIRED BY CONTRACTOR'S MEANS AND

METHODS AND/OR AS INDICATED ON DRAWINGS.

BUILDING: 2023 FLORIDA BUILDING CODE, EXISTING NORTH SOUTH BUILDING, ALTERATION LEVEL 1 LIFE SAFETY: 2023 FLORIDA FIRE PREVENTION CODE (NFPA 101 LIFE SAFETY CODE, 2021 EDITION)

MECHANICAL: 2023 FLORIDA BUILDING CODE, MECHANICAL

PLUMBING: 2023 FLORIDA BUILDING CODE, PLUMBING

ELECTRICAL: NFPA 70 NATIONAL ELECTRICAL CODE, 2020 EDITION

ENERGY: 2023 FLORIDA BUILDING CODE, ENERGY CONSERVATION

FIRE: 2023 FLORIDA FIRE PREVENTION CODE

ACCESSIBILITY: 2023 FLORIDA BUILDING CODE, ACCESSIBILITY

NOTE: THE ORIGINAL BUILDING WAS DESIGNED TO COMPLY WITH THE 1997 STANDARD BUILDING

CODE AND 1997 NFPA LIFE SAFETY CODE

N210 A-01

N

SHEET NUMBER

442 W Kennedy Blvd Suite 312 Tampa Florida 33606 tvsdesign.com

SHEET TITLE

SEAL

KEY PLAN

987654321

B

A

D

C

TVS PROJECT NUMBER

F

E

H

G

J

K

B

A

D

C

F

E

H

G

J

K

987654321

TVS FLORIDA, INC., ARCHITECTURE

Scales as stated hereon are valid on the original drawing, the dimensions of which are 30x42 inches. These scales noted hereon are hereby changed by the ratio of the overall sheet dimensions of the print to the corresponding dimensions of the original drawing.

© TVS FLORIDA, INC., ARCHITECTURE

This drawing is the property of TVS FLORIDA, INC., ARCHITECTURE and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request.

M

L

N

M

L

N

RELEASED FOR CONSTRUCTION

ORIGINAL ISSUE DATE

P P

605 E. ROBINSON STREET, SUITE 750 ORLANDO, FL 32801

407.648.7288 www.rbarchitects.com AR0014284

9/

/2

8:

:1

A

M A ut od es k

D oc s:

//P

-2

O ra ng e

C ou nt y

C on ve nt io n

C en te r/

P -2

_A R

C H

_I nt er io r.

rv t

G-000-1

COVER SHEET - PACKAGE 01 - MEETING ROOM N210

9899 International Dr, Orlando, FL 32819

P-20257

09/09/24

09/09/2024

OCCC NORTH SOUTH BUILDING

MEETING ROOMS RENOVATION

Orange County Convention Center North South Building Meeting Rooms Renovation (CIP-0965-27)

PACKAGE 01 - MEETING ROOM N210

CONSTRUCTION DOCUMENTS

SHEET INDEX - PACKAGE 01 MEETING ROOM N210

Sheet Number Sheet Name

COVER SHEETS

G-000-1 COVER SHEET - PACKAGE 01 - MEETING ROOM N210

ARCHITECTURE

G-001 GENERAL INFORMATION

G-002 PROJECT SCOPE OVERALL FLOOR PLANS

G-040 GENERAL MEETING ROOM FINISH SCHEDULE

G-120 TYPICAL WALL DETAILS

G-121 TYPICAL COLUMN COVER DETAILS - LEVEL CONCOURSE

G-130 TYPICAL OPERABLE WALL DETAILS

G-140 MISCELLANEOUS DETAILS

A01-000 MEETING ROOM N210 SCOPE LOCATION PLAN

A01-001 MEETING ROOM N210 - TEMPORARY CONSTRUCTION BARRIER PLAN

A01-100 MEETING ROOM N210 SELECTIVE DEMOLITION - FLOOR PLAN

A01-101 MEETING ROOM N210 SELECTIVE DEMOLITION - REFLECTED CEILING

PLAN

A01-110 MEETING ROOM N210 SELECTIVE DEMOLITION - ELEVATIONS

A01-200 MEETING ROOM N210 - FLOOR PLAN

A01-201 MEETING ROOM N210 - REFLECTED CEILING PLAN

A01-203 MEETING ROOM N210 - FINISH PLAN

A01-300 MEETING ROOM N210 - ELEVATIONS

STRUCTURAL

S-G-001 STRUCTURAL GENERAL NOTES

S-G-002 STRUCTURAL GENERAL NOTES

S-G-003 THRESHOLD INSPECTION PLAN

S01-200 MEETING ROOM N210 FRAMING PLANS

MECHANICAL

M-G-001 NORTH MECHANICAL SYMBOLS AND LEGENDS

M-G-300 NORTH MECHANICAL DETAILS

M-G-400 NORTH MECHANICAL CONTROLS

M01-100 MEETING ROOM N210 SELECTIVE DEMOLITION - MECHANICAL FLOOR

PLAN DEMOLITION

M01-200 MEETING ROOM N210 ENLARGED FLOOR PLAN

M01-500 MECHANICAL SCHEDULES

ELECTRICAL

E-G-001 NORTH ELECTRICAL GENERAL NOTES

E-G-002 NORTH ELECTRICAL SYMBOL LEGEND

E-G-100 NORTH NORTH OVERALL PLAN

E-G-701 NORTH ELECTRICAL DETAILS

E01-100 N210 ELEC DEMO FLOOR PLAN

E01-101 N210 ELEC DEMO RCP

E01-200 N210 ELEC NEW WORK FLOOR PLAN

E01-201 N210 ELEC NEW WORK RCP

LIGHTING

L-G-061 LUMINAIRE SCHEDULE

L-G-099 CONTROLS NARRATIVE

L-G-111 TYPICAL CONCOURSE LIGHTING DETAILS

L-G-112 TYPICAL MEZZANINE LIGHTING DETAILS

LD01-062 DIMMER SCHEDULE

LD01-201 MEETING ROOM N210 ENLARGED CEILING PLANS

THIS PACKAGE

Project Location: 9899 International Dr, Orlando, FL 32819 Owner of Location: Orange County BCC - Orange County Convention Center

PARCEL: 01-24-28-0000-00007

Section-01, Township-24, Range 28 District of Project – District 6

NO. REVISIONS / SUBMISSIONS DATE

ISSUED FOR PERMIT 09/09/2024

ISSUED FOR BID 09/20/2024

DRAWING CONVENTIONS MATERIALS LEGEND (SECTION) OVERALL PROJECT GENERAL NOTES PROJECT CODE INFORMATION

OCCUPANCY CLASSIFICATIONS

BUILDING DATA

WALL & CEILING FINISH CLASSIFICATION

FIRE RESISTANCE RATINGS

GRAVEL EARTH (COMPACTED FILL) EARTH (UNDISTURBED)

EARTH (UNDISTURBED) SAND RIP RAP

CAST-IN-PLACE CONCRETE

CAST STONE

ALUMINUM

PLYWOOD

ACOUSTICAL PANEL

CEILING

LIGHTWEIGHT CONCRETE

MARBLE

BRONZE / BRASS

PARTICLE BOARD

GYPSUM

PRECAST CONCRETE

STRUCTURAL CLAY TILE

STEEL

ORIENTED STRAND BOARD

NOT IN SCOPE

GROUT

ASHLAR STONE

WOOD BLOCKING

BATT INSULATION

BRICK

CUT STONE

WOOD FRAMING

(CONTINUOUS)

LOOSE FILL INSULATION

CONCRETE BLOCK

RUBBLE STONE

FINISH WOOD

RIGID INSULATION

1 GENERAL PROVISIONS / SUPPLEMENTAL CONDITIONS

1.01 “AIA A201 GENERAL CONDITIONS FOR CONSTRUCTION”, LATEST EDITION SHALL APPLY AND ARE PART OF THE CONTRACT

DOCUMENTS UNLESS OTHERWISE SET FORTH BY AGREEMENT.

1.02 CONTRACTOR SHALL COMPLY WITH THE APPLICABLE BUILDING CODES, LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION UPON THE PERFORMANCE OF THE WORK.

1.03 NOT USED

1.04 THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS (WHICH INCLUDE BUT ARE NOT LIMITED TO THE CONSTRUCTION AGREEMENT, DRAWINGS, SPECIFICATIONS, ADDENDA AND MODIFICATIONS). THE CONTRACTOR SHALL REPORT DISCREPANCIES WITHIN OR BETWEEN THE CONTRACT DOCUMENTS TO THE ARCHITECT IN

WRITING FOR CLARIFICATION PRIOR TO IMPLEMENTING THE WORK.

1.05 CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS AND BUILDING SYSTEMS AFFECTED BY THE PROPOSED WORK, AS WELL AS EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCING WITH THE WORK.

CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF CONDITIONS THAT DEVIATE FROM THOSE INDICATED ON THE CONTRACT DOCUMENTS. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS AS

ACCEPTABLE TO PERFORM THE WORK.

1.06 THE ARCHITECT WILL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR, THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES (INCLUDING TEMPORARY SHORING), OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY FOR CONTRACTOR'S RIGHTS

AND RESPONSIBILITIES UNDER THE CONTRACT DOCUMENTS.

1.07 IN THE EVENT THE CONTRACTOR ENCOUNTERS MATERIALS BELIEVED TO BE HAZARDOUS THAT HAVE NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP THE WORK IN THE AFFECTED AREA AND REPORT THE CONDITION TO THE OWNER IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY

WRITTEN AGREEMENT BETWEEN THE CONTRACTOR AND OWNER.

1.08 SUBMITTALS, SUCH AS SHOP DRAWINGS, SAMPLES, PRODUCT DATA, ETC, WHEN REQUIRED SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. REVIEW AND APPROVAL OR OTHER ACTION TAKEN WILL BE ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE

INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS.

1.09 IN THE CASE WHERE SHORING IS REQUIRED, AS DETERMINED BY THE CONTRACTOR'S MEANS AND METHOD OF CONSTRUCTION OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS, CONTRACTOR SHALL PROVIDE SUCH SHORING WHICH SHALL BE ENGINEERED BY A STRUCTURAL ENGINEER CONTRACTED TO THE CONTRACTOR AND

LICENSED TO PRACTICE IN THE STATE WHERE THE PROJECT IS LOCATED.

1.10 SITE SHALL BE CLEANED THROUGHOUT THE DURATION OF THE PROJECT. REMOVE DUST, DEBRIS, OIL, STAINS, FINGERPRINTS AND LABELS FROM EXPOSED FINISHED SURFACES, INCLUDING GLAZING. CONTRACTOR SHALL BE

RESPONSIBLE FOR THEIR OWN TRASH REMOVAL DURING CONSTRUCTION.

1.11 CONTRACTOR SHALL COORDINATE AND OBTAIN APPROVAL FROM THE GOVERNING JURISDICTION(S) AND AGENCY(S) FOR SPRINKLER AND FIRE SUPPRESSION SYSTEMS THROUGHOUT CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUIREMENTS FOR TEMPORARY MEASURES DURING CONSTRUCTION TO SATISFY THE SAFETY REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND SHALL BE PROVIDED WITHIN THE COST OF THE WORK AT NO ADDITIONAL

COST TO THE OWNER.

1.12 THREE DIMENSIONAL REPRESENTATIONS, PHYSICAL MODELS, ANIMATIONS, PERSPECTIVE VIEWS, AND RENDERINGS ARE PROVIDED FOR REFERENCE TO ASSIST THE CONTRACTOR IN UNDERSTANDING THE DESIGN CONCEPT FOR ARCHITECTURAL COMPONENTS AND ARE NOT INTENDED TO SUPERSEDE INFORMATION CONTAINED IN OTHER CONTRACT DOCUMENTS RELATING TO THIS WORK. ISSUES REQUIRING CLARIFICATION AND/OR INTERPRETATION OF THESE

PERSPECTIVE VIEWS SHALL BE DIRECTED TO THE ARCHITECT.

2 DRAWINGS

2.01 DO NOT SCALE DRAWINGS.

2.02 ON THE DRAWINGS, AREAS THAT ARE OUT OF SCOPE ARE INDICATED WITH A GRAY TONE. (REFER TO DRAWING LEGENDS), ADDITIONAL CONSTRUCTION BEYOND THIS AREA MAY BE REQUIRED TO ADJUST EXISTING CONDITIONS AND/OR EXISTING BUILDING SYSTEMS IN ORDER FOR THE NEW CONSTRUCTION TO BE ACCOMPLISHED. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK NECESSARY TO PERFORM THE NEW CONSTRUCTION WORK DESCRIBED IN

THE CONTRACT DOCUMENTS.

2.03 THREE DIMENSIONAL (3D) PERSPECTIVE VIEWS MAY BE PROVIDED FOR REFERENCE TO ASSIST THE CONTRACTOR IN UNDERSTANDING THE DESIGN CONCEPT FOR CERTAIN COMPONENTS. AS SUCH, THESE VIEWS ARE DIAGRAMMATIC IN NATURE AND ALL INFORMATION FOR CONSTRUCTION MAY NOT BE ILLUSTRATED IN THE PERSPECTIVE VIEW.

CLARIFICATIONS AND / OR INTERPRETATIONS RELATING TO PERSPECTIVE VIEWS SHALL BE DIRECTED TO THE ARCHITECT

PRIOR TO CONSTRUCTION.

2.04 BUILDING COMPONENTS AND/OR PORTIONS OF SYSTEMS AS MAY BE INDICATED ON THE ARCHITECTURAL DRAWINGS SUCH AS LIGHT FIXTURES, AIR DIFFUSERS/RETURNS, SPRINKLERS AND SPEAKERS, ETC ARE GENERALLY SHOWN TO DENOTE LOCATION AND LAYOUT PATTERN WHERE PLACEMENT IS CRITICAL TO APPEARANCE. THE ARCHITECTURAL DRAWINGS DO NOT REPRESENT COMPLETE SYSTEMS WHICH ARE TO BE PROVIDED AND AS MAY BE REQUIRED BY OTHER

CONTRACT DOCUMENTS.

2.05 “MATCH EXISTING” AND “MATCH ADJACENT” MEANS TO EXACTLY MATCH THE EXISTING OR ADJACENT ITEM INCLUDING

APPEARANCE, MANUFACTURER, FINISH, PRODUCT, CONFIGURATION AND INSTALLATION.

2.07 ITEMS NOTED AS “TYPICAL” OR "TYP” MEANS TO APPLY TO OTHER, SIMILAR LOCATIONS.

2.08 ITEMS NOTED AS “SIMILAR” OR “SIM” MEANS THAT A COMPONENT OR DETAIL CONDITION IS SIMILAR IN DESIGN INTENT AND FINISH TO THE REFERENCED DETAIL BUT MAY VARY IN DIMENSION, LOCATION OR ORIENTATION.

3 EXISTING BUILDING DRAWINGS

3.01 IN THE PREPARATION OF THE DRAWINGS, THE ARCHITECT AND ENGINEERS HAVE UTILIZED AND RELIED UPON THE

FOLLOWING AVAILABLE INFORMATION:

ORIGINAL DRAWINGS OF EXISTING CONSTRUCTION AS PREPARED BY HHCP AND DATED 02.01.01.

3.02 CONTRACTOR MAY NOT RELY SOLELY UPON THE COMPLETENESS OF EXISTING DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO BECOME FAMILIAR WITH EXISTING BUILDING INFORMATION AS MAY BE MADE AVAILABLE BY THE OWNER (SUCH AS ARCHITECTURAL AND ENGINEERING DRAWINGS) AND THE EXISTING PHYSICAL CONDITIONS ON, OR RELATING TO, THE SITE AND BUILDING. CONTRACTOR SHALL VERIFY THESE CONDITIONS FOR BIDDING AND CONSTRUCTION

PURPOSES.

3.03 CONTRACTOR TO REVIEW THE EXISTING BUILDING DRAWINGS FOR EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION OR DEMOLITION. CONTACT LOCAL UTILITY COMPANIES FOR UTILITY MARKINGS PRIOR TO COMMENCEMENT OF DEMOLITION WORK. REVIEW UTILITY LOCATIONS WITH OWNER’S ENGINEERING STAFF PRIOR TO COMMENCEMENT OF DEMOLITION

WORK.

4 SPECIAL PROJECT PROCEDURES / TEMPORARY MEASURES

4.01 BASED ON THE CONTRACTOR’S “MEANS AND METHODS” FOR CONSTRUCTION, CONTRACTOR SHALL DETERMINE INTERMEDIATE STAGING AND SEQUENCING OF DEMOLITION, TEMPORARY WORK AND NEW WORK TO ENSURE CONTINUOUS AND SAFE OCCUPANCY OF EXISTING FACILITY – WHILE MAINTAINING NORMAL OPERATIONS. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR ACCEPTANCE A PHASING AND SEQUENCING PLAN TO THE OWNER PRIOR

TO THE START OF CONSTRUCTION.

4.02 ALL LIFE SAFETY SYSTEMS, EXITING AND TENANT SERVICES ARE TO BE MAINTAINED THROUGHOUT DEMOLITION AND CONSTRUCTION WORK – INCLUDING, BUT NOT LIMITED TO, EGRESS PATHWAYS, FIRE ALARM, FIRE SUPPRESSION, EMERGENCY POWER, MECHANICAL, ELECTRICAL, PLUMBING, SECURITY, BUILDING CONTROL SYSTEMS AND BUILDING UTILITY SERVICES / SYSTEMS. IF THE CONTRACTOR PROPOSES TO INTERRUPT ANY OF THESE SYSTEMS, THE CONTRACTOR SHALL PROVIDE NOTICE, OBTAIN APPROVAL, PROVIDE TEMPORARY MEASURES, SECURITY AND/OR FIRE PROTECTION SERVICES DURING THE INTERRUPTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER AND

LOCAL JURISDICTION OF CODE ENFORCEMENT.

4.03 IN PLANNING AND SEQUENCING THE WORK, CONTRACTOR SHALL MAINTAIN AND PROTECT AT ALL TIMES THE CLEAR ACCESS TO CAPACITY, LIGHTING, AND SIGNAGE OF ALL MEANS OF EGRESS FOR THE FACILITY THAT ARE AFFECTED BY

DEMOLITION AND/OR CONSTRUCTION.

4.04 CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONSTRUCTION NECESSARY TO ACCOMPLISH THE WORK AND AVOID INTERRUPTION TO ANY AND ALL OTHER BUILDING FUNCTIONS, SERVICES AND SYSTEMS THAT MAY BE AFFECTED BY THE

DEMOLITION AND/OR CONSTRUCTION.

4.05 ADDITIONAL CONSTRUCTION OR MAINTENANCE MAY BE ONGOING IN OTHER PARTS OF THE BUILDING. THE CONTRACTOR IS TO COORDINATE HIS WORK WITH THE OWNER’S DESIGNATED REPRESENTATIVE AND WITH OTHER CONSTRUCTION OR

MAINTENANCE TEAMS SO AS TO AVOID CONSTRUCTION DELAYS.

4.06 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH BUILDING'S SECURITY, OPERATIONS, MANAGEMENT, AND

LANDLORD.

4.07 CONTRACTOR SHALL PROVIDE AND MAINTAIN PROTECTIVE MEASURES IN ALL AREAS OF DEMOLITION AND

CONSTRUCTION TO PREVENT ANY WATER INFILTRATION.

4.08 TEMPORARY EXTERIOR AND INTERIOR ENCLOSURES SHALL BE PROVIDED AS DETERMINED NECESSARY BY CONTRACTOR BASED ON CONTRACTOR’S “MEANS AND METHODS” FOR CONSTRUCTION. THESE ENCLOSURES SHALL BE SECURE, STRUCTURALLY SOUND, WATERTIGHT AND THERMALLY INSULATED.

4.09 CONTRACTOR TO PROVIDE TEMPORARY AND CODE COMPLIANT RAMPS, BARRICADES, WALKWAYS, FLOORING TRANSITIONS, AND OTHER MEASURES AS DETERMINED NECESSARY BY THE CONTRACTOR'S "MEANS AND METHODS" FOR CONSTRUCTION. THESE MEASURES SHALL BE MAINTAINED TO PROTECT THE GENERAL PUBLIC'S ACCESS TO CLEAR CIRCULATION PATHS AND TO PROVIDE ACCESS TO AND EGRESS FROM THE BUILDING DURING DEMOLITION AND

CONSTRUCTION.

4.10 CONTRACTOR SHALL OBTAIN APPROVAL FOR ALL TEMPORARY WALKWAYS/EXITS FROM THE LOCAL JURISDICTION OF CODE ENFORCEMENT. COORDINATE DEMOLITION OF BUILDING ENTRANCES, STRUCTURES AND STOREFRONT SYSTEMS WITH OWNER. PROVIDE NECESSARY BARRICADES AND COVERED ENTRANCE ROOF AREAS AND/OR ENCLOSED “TUNNEL”

STRUCTURES TO ACCOMMODATE NORMAL BUILDING INGRESS AND EGRESS AT ALL TIMES.

4.11 NOTIFY OWNER (AND/OR OWNER’S DESIGNATED REPRESENTATIVE) PRIOR TO COMMENCEMENT OF ALL ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION WORK. OBTAIN OWNER’S AUTHORIZATION ONE (1) WEEK IN ADVANCE FOR ANY DISRUPTION OF SERVICES. IN NO CASE SHALL DISRUPTION OF SERVICES OCCUR IN OWNER-OCCUPIED/TENANT-

OCCUPIED AREAS.

4.12 CONSTRUCTION STAGING AREA TO BE COORDINATED WITH AND APPROVED BY OWNER. CONTRACTOR’S PROPOSED PLAN

FOR PARKING OF WORKERS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER.

4.13 TEMPORARY INTERIOR BARRIERS SHALL BE MAINTAINED AT ALL TIMES TO PREVENT MIGRATION OF CONTAMINANTS TO

OCCUPIED AREAS INCLUDING BUT NOT LIMITED TO DUST, FUMES, SMOKE, ODORS, ETC..

5 DEMOLITION

5.01 DEMOLITION DRAWINGS GENERALLY DESCRIBE THOSE PORTIONS OF THE EXISTING CONDITIONS WHICH ARE TO BE REMOVED AND/OR SALVAGED. THESE DRAWINGS DO NOT NECESSARILY DESCRIBE ALL DEMOLITION THAT WILL BE REQUIRED IN ORDER TO CONSTRUCT THE NEW WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL PORTIONS OF EXISTING CONDITIONS NECESSARY TO CONSTRUCT AND COORDINATE THE NEW WORK SHOWN ON THE DRAWINGS. IF CONTRACTOR IS UNCERTAIN WHETHER AN EXISTING ELEMENT IS TO BE REMOVED, THE CONTRACTOR SHOULD GET WRITTEN GUIDANCE/APPROVAL FROM THE ARCHITECT OF RECORD

BEFORE PROCEEDING.

5.02 DEMOLITION WORK AFFECTING ADJACENT PROPERTY, ADJACENT BUILDINGS, EXISTING TENANTS AND/OR OTHER OCCUPIED PORTIONS OF THE BUILDING MUST BE COORDINATED WITH THE OWNER (OR DESIGNATED OWNER’S REPRESENTATIVE). WORK AFFECTING ADJACENT, OCCUPIED AREAS SHALL COMMENCE ONLY WITH PROPER

AUTHORIZATION BY THE OWNER.

5.03 CONTRACTOR TO COORDINATE WITH ARCHITECTURAL, STRUCTURAL AND MEP DOCUMENTS FOR ALL DEMOLITION WORK, INCLUDING OPENINGS AND PENETRATIONS FOR REQUIRED SCOPE OF WORK AND DIMENSIONS PRIOR TO

PROCEEDING WITH DEMOLITION WORK.

5.04 UNLESS OTHERWISE NOTED, NUMERICAL DESIGNATIONS IN THE DEMOLITION DRAWINGS ARE NOT INTENDED TO

IMPLY A SEQUENCE OF CONSTRUCTION AND/OR DEMOLITION.

5.05 CONTRACTOR TO NOTIFY ARCHITECT IF THERE ARE UNFORESEEN STRUCTURAL MEMBERS, MISCELLANEOUS

OBJECTS AND/OR UNIDENTIFIED UTILITY LINES ENCOUNTERED DURING DEMOLITION.

5.06 PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT/REMOVED.

5.07 ALL SALVAGE MATERIALS SELECTED BY THE OWNER AND/OR INDICATED IN THE CONTRACT DOCUMENTS FOR SALVAGE AND/OR REUSE SHALL BE PROTECTED AND STORED IN AN AREA (ON SITE) AS DESIGNATED BY THE OWNER. THE FOLLOWING ITEMS SHALL BE SALVAGED FOR REUSE: LIGHT FIXTURES; EXIT SIGNS; THERMOSTATS;

FIRE ALARM DEVICES AND STROBES; MECHANICAL CEILING GRILLES AND DIFFUSERS; FIRE EXTINGUISHERS AND

CABINETS; SMOKE DETECTORS; RETURN AIR TRANSFER DUCTS; DOORS/HARDWARE.

5.08 WHERE EXISTING MATERIALS ARE TO BE REMOVED, ANY MATERIAL ADHESIVES, ATTACHMENTS OR SUPPORTS ARE TO BE REMOVED AS WELL IN ORDER TO PROVIDE A SUBSTRATE EQUAL IN CONDITION TO A SIMILAR NEW SUBSTRATE. CONTRACTOR IS RESPONSIBLE FOR ANY CUTTING, PATCHING, AND PREPARATION OF SUBSTRATE

REQUIRED IN ORDER TO RECEIVE NEW FINISHES.

5.09 PROTECT EXISTING CONSTRUCTION DURING DEMOLITION, CUTTING AND PATCHING TO PREVENT DAMAGE.

PROVIDE PROTECTION FROM ADVERSE ENVIRONMENTAL CONDITIONS.

5.10 CONTRACTOR SHALL EXAMINE AREAS WHERE DEMOLITION OR CUTTING AND PATCHING ARE REQUIRED, TAKING INTO CONSIDERATION CONDITIONS UNDER WHICH OPERATIONS ARE PERFORMED AND CAREFULLY PLANNING OPERATIONS TO INSURE SUCCESSFUL RESULTS IN COORDINATION WITH NEW CONSTRUCTION AND ADJACENT

EXISTING CONDITIONS.

5.11 DO NOT REMOVE, CUT AND/OR PATCH OPERATIONAL ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED

MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY.

5.12 DO NOT REMOVE, CUT AND/OR PATCH IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING OR PATCHING. DO NOT REMOVE, CUT AND/OR PATCH COMPONENTS EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN A MANNER THAT WOULD REDUCE THE BUILDING’S AESTHETIC, FUNCTIONAL QUALITIES. CONSTRUCTION THAT HAS BEEN REMOVED, CUT AND/OR PATCHED IN A VISUALLY UNSATISFACTORY MANNER SHALL BE

CORRECTED.

5.13 BEFORE PATCHING, CONTRACTOR TO VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES – INCLUDING COMPATIBILITY WITH EXISTING FINISHES OR PRIMERS. PROCEED WITH INSTALLATION ONLY AFTER

UNSATISFACTORY CONDITION HAS BEEN ADDRESSED AND/OR REMEDIATED.

5.14 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY EXISTING BUILDING COMPONENTS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES. DAMAGED COMPONENTS TO REMAIN SHALL BE REPAIRED

TO MATCH ADJACENT EXISTING CONSTRUCTION OR NEW FINISHES.

6 MATERIALS, SYSTEMS AND COMPONENTS

6.01 ALL MATERIALS, SYSTEMS, FINISHES AND COMPONENTS SHALL BE PROVIDED AS INDICATED IN THE CONTRACT DOCUMENTS. PREPARE AND SUBMIT SUBMITTALS FOR REVIEW IN A TIMELY MANNER, ALLOWING ADEQUATE TIME FOR ARCHITECT'S REVIEW AND IN SUPPORT OF THE CONSTRUCTION SCHEDULE. DO NOT PROCEED WITH

PROCUREMENT OR FABRICATION OF WORK PRIOR TO APPROVAL BY ARCHITECT.

6.02 SUBSTITUTION REQUIREMENTS: REQUESTS FOR SUBSTITUTIONS, IF ALLOWED BY OWNER, SHALL BE SUBMITTED BY THE CONTRACTOR AS A REQUEST FOR CONSIDERATION BY THE OWNER IN A FORM ACCEPTABLE TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. INCLUDE A DETAILED COMPARISSON OF SIGNIFICANT QUALITIES OF PROPOSED SUBSTITUTION WITH THOSE OF THE WORK SPECIFIED, A LIST OF CHANGES NEEDED TO OTHER PARTS OF THE WORK REQUIRED TO ACCOMMODATE PROPOSED SUBSTITUTIONS, AND ANY PROPOSED

CHANGES IN THE CONTRACT SUM OR THE CONTRACT TIME.

6.03 CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL REQUIRED TO PROPERLY INSTALL, SUPPORT AND

BRACE ALL COMPONENTS OF THE WORK.

6.04 CONTRACTOR SHALL VERIFY AND COORDINATE CONDITIONS AND DIMENSIONS BEFORE FABRICATION OF ANY

WORK.

6.05 ALL FASTENERS AND ATTACHMENTS IN AREAS TO BE OCCUPIED BY THE PUBLIC SHALL BE FULLY CONCEALED

FROM VIEW, UNLESS OTHERWISE NOTED.

6.06 PROVIDE FIRE-RETARDANT WOOD BLOCKING OR STEEL REINFORCING AS REQUIRED IN PARTITIONS AND IN CEILINGS TO SUPPORT MILLWORK, LIGHT FIXTURES, ACCESSORIES, ARTWORK, HARDWARE, HANDRAILS AND/OR

OTHER APPLIED FINISH SYSTEMS.

7 FINISHES

7.01 CONTRACTOR SHALL PROVIDE MEANS TO LEVEL AND/OR REPAIR FLOORING SUBSTRATE TO RECEIVE NEW FINISH FLOORING IN ALL AREAS WHERE DEMOLITION OF EXISTING TILE, PARTITIONS, CARPETING, ETC CAUSES AND/OR EXPOSES UNEVENNESS IN THE FLOOR OR SLAB. CONTRACTOR TO SELECT REPAIR MATERIALS AND USE PROCEDURES TO BE COMPATIBLE WITH MANUFACTURER'S REQUIREMENTS FOR NEW FINISH FLOORING SYSTEMS.

7.02 PATCH CONSTRUCTION BY FILLING, PREPARING, REFINISHING, CLOSING UP AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE CONCEALED AND NOT VISIBLE. TEST AND INSPECT PATCHED AREAS AFTER COMPLETION TO VERIFY/DEMONSTRATE INTEGRITY OF INSTALLATION.

7.03 RESTORE FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION IN A

MANNER THAT WILL CONCEAL VISIBLE EVIDENCE OF PATCHING AND REFINISHING.

7.04 WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND FROM ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR, TEXTURE AND APPEARANCE. REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW

MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE.

7.05 WHERE PATCHING OCCURS IN A PAINTED SURFACE, APPLY PRIMER AND INTERMEDIATE PAINT COATS OVER THE PATCH AND SUPPLY FINAL PAINT COAT OVER THE ENTIRE UNBROKEN SURFACE CONTACTING THE PATCH.

PROVIDE ADDITIONAL COATS UNTIL PATCH BLENDS WITH ADJACENT SURFACE.

7.06 PATCH, REPAIR OR REHANG CEILINGS AS NECESSARY TO PROVIDE AN EVEN-PLANE SURFACE OR UNIFORM APPEARANCE. REPLACE ALL CEILING TILES FROM WHICH DEVICES OR FIXTURES HAVE BEEN REMOVED OR

REPLACED.

7.07 MATERIALS USED FOR INTERIOR WALLS, CEILINGS AND TRIM SHALL BE CLASS A FIRE RATED UNLESS OTHERWISE

NOTED.

7.08 INSTALL FINISH MATERIALS IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDED SPECIFICATIONS, ENVIRONMENTAL CONDITIONS, SURFACE PREPARATIONS, ADHESIVES, COMPATIBILITY WITH ADJACENT

MATERIALS, BACKINGS, ETC

7.09 ELECTRICAL SWITCH AND COVER PLATES, SURFACE HARDWARE, GRILLES, ETC SHALL BE INSTALLED AFTER

PAINTING AND/OR APPLICATION OF WALL/FLOOR COVERINGS.

7.10 SLIP RESISTANCE TESTING: PRIOR TO SUBSTANTIAL COMPLETION, CONTRACTOR SHALL ENGAGE AN EXPERIENCED INDEPENDENT TESTING LAB TO PERFORM DYNAMIC COEFFICIENT OF FRICTION FIELD TESTING OF EACH SMOOTH SURFACE, NON-POROUS FLOORING MATERIAL. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A137.1 USING THE BOT-3000 TESTING EQUIPMENT. MULTIPLE TESTS SHALL BE CONDUCTED WITH A REPRESENTATIVE SAMPLE OF NOT LESS THAN 3 TESTS PER FLOORING MATERIAL THAT EXCEEDS 1000 SF IN TOTAL AREA. TESTING AGENCY SHALL SUBMIT TEST REPORTS TO CONTRACTOR, ARCHITECT AND OWNER PRIOR TO REQUEST FOR SUBSTANTIAL COMPLETION. REFER TO INDIVIDUAL PRODUCT SPECIFICATIONS FOR MINIMUM REQUIRED SLIP RESISTANCE CRITERIA. IN NO CASE SHALL FLOORING HAVE A WET DCOF OF LESS THAN 0.42.

8 FIRE-RATED ASSEMBLIES

8.01 ALL WOOD BLOCKING TO BE FIRE-RETARDANT TREATED LUMBER.

8.02 CONTRACTOR SHALL RESTORE ALL EXISTING RATED FLOOR AND WALL ASSEMBLIES TO THEIR EXISTING RATING STATUS FOLLOWING DEMOLITION AND/OR MODIFICATION DURING DEMOLITION AND CONSTRUCTION.

PROVIDE THE FOLLOWING MINIMUM RATINGS UNLESS OTHERWISE INDICATED:

STRUCTURAL FLOOR ASSEMBLIES 2-HOUR CONSTRUCTION

WALLS SURROUNDING ELEVATORS 2-HOUR CONSTRUCTION

WALLS SURROUNDING STAIRS 2-HOUR CONSTRUCTION

EXIT ENCLOSURES 2-HOUR CONSTRUCTION

SHAFTS PENETRATING FLOORS 2-HOUR CONSTRUCTION

8.03 WHERE NEW RATED WALL CONSTRUCTION JOINS EXISTING RATED WALL CONSTRUCTION, CONSTRUCT WALL JOINTS AS REFERENCED IN THE WALL TYPE AND UL SYSTEM INDICATED IN THE CONTRACT DOCUMENTS. WHERE EXISTING RATED WALLS ARE INFILLED WITH NEW RATED CONSTRUCTION, CONSTRUCT NEW WALL SO THAT ENTIRE RATED WALL CONFORMS TO WALL TYPE AND UL SYSTEM INDICATED IN THE CONTRACT DOCUMENTS.

8.04 INSTALL FIRE STOPPING MATERIALS AT PENETRATIONS/OPENINGS IN FLOOR SLABS, PARTITIONS, WALLS AND CEILINGS TO MAINTAIN EXISTING/REQUIRED FIRE/SMOKE RATINGS. PENETRATION AND JOINT FIRESTOPPING SYSTEMS SHALL BE UL LISTED ASSEMBLIES. ALL WORK OF THIS TYPE WHICH MAY REQUIRE ACCESS TO TENANT AND/OR OCCUPIED AREAS OF THE BUILDING WHICH ARE NOT LOCATED WITHIN THE SCOPE OF WORK FOR THIS

PROJECT SHALL BE SCHEDULED WITH BUILDING OWNER AND TO OCCUR DURING OFF-HOURS.

FINISH CLASSIFICATION

USE GROUP EXIT ENCLOSURES CORRIDORS

B

S

ROOMS

B

C C C

CC

(REFERENCE FBC TABLE 803.11)

PRIMARY CLASSIFICATION: ASSEMBLY - GROUP A-3 (EXISTING)

CLASSIFICATION

(FBC - CHAPTER 3, LSC - CHAPTER 6)

FUNCTION

(FBC - TABLE 1004.1.1)

OCCUPANT LOAD FACTOR

(FBC - TABLE 1004.5; LSC, TABLE 7.3.1.2)

ASSEMBLY WITHOUT FIXED SEATS UNCONCENTRATED,

TABLES & CHAIRS

15 SF PER PERSON - NET

BUSINESS, B GENERAL OPEN

OFFICE

150 SF PER PERSON - GROSS

STORAGE, S-2 PARKING DECKS 300 SF PER PERSON - GROSS

CONSTRUCTION TYPE: TYPE 1A (EXISTING)

SPRINKLERS:

(FBC - SECTION 903, LSC - SECTION 9.7.1)

STANDPIPES:

(FBC - SECTION 905.3, LSC - SECTION 9.10)

YES

YES

NFPA 13 SUPERVISED

WETNFPA 14

FIRE DISTRICT: YES

HIGH RISE:

(FBC SECTION 403)

NO

MEZZANINE:

(FBC SECTION 505)

NO

FIRE ALARM:

(FBC SECTION 907.2; LSC SECTION 9.6)

YES

ORANGE COUNTY FIRE

RESCUE DEPARTMENT

AUTOMATIC

BUILDING ELEMENT - FBC TABLE 601, TYPE 1A (EXISTING)

REMARKSRATING (HRS)

PRIMARY STRUCTURAL FRAME f 3 a, b

BEARING WALLS

EXTERIOR e, f 3

INTERIOR 3 a

NONBEARING WALLS & PARTITIONS

EXTERIOR

NONBEARING WALLS & PARTITIONS

INTERIOR d 0

FLOOR CONSTRUCTION & ASSOCIATED

SECONDARY MEMBERS

ROOF CONSTRUCTION & ASSOCIATED

SECONDARY MEMBERS

1 b

FIRE SEPARATIONS

REMARKSRATING (HRS)

VERTICAL SHAFTS

(FBC 713.4):

2 SAME AS

FLOOR RTG

WALLS & PENETRATIONS:

FIRE WALLS:

(FBC TABLE 706.4)

EXITS:

HORIZONTAL EXIT:

(FBC SECTION 1026.2)

EXIT ACCESS CORRIDORS:

(FBC SECTION 1020.2)

0 WITH SPRINKLER

SYSTEM

EXIT PASSAGEWAY:

(FBC SECTION 1024.3)

INCIDENTAL USE

(REFERENCE FBC TABLE 509.1)

STORAGE (FBC SECTION 509.1):

ELEVATOR MACHINE ROOM (FBC SECTION 3005.4):

ROOM

NAME

NEW

COLUMN GRID

EXISTING

COLUMN GRID

A

BUILDING SECTION

PARTIAL BUILDING

(WALL) SECTION

A-000

A-000

A,1

A-000

A,1

C,1

A-000

A,1

A-000

A,1

A-000

A,1

SECTION MARKER

SECTION DRAWING

NUMBER

SHEET NUMBER ON

WHICH SECTION IS

DRAWN

EXTERIOR ELEVATION MARKER

ELEVATION DRAWING

NUMBER

SHEET NUMBER ON

WHICH ELEVATION IS

DRAWN

INTERIOR ELEVATION MARKER

INTERIOR ELEVATION

DRAWING NUMBER

SHEET NUMBER ON

WHICH ELEVATION IS

DRAWN

ENLARGED DETAIL REFERENCE

HOLD CLOUD

ON HOLD

PARTITION TYPE MARKER

PARTITION TYPE - SEE

FLOOR PLANS

DIMENSIONAL STANDARDS

FINISH FACE

3' - 6"

CRITICAL

DESIGNATE

DIMENSION

MARK AT GRID

ACCESORY & FIXTURE TAGS ABC FOR ACCESSORIES

FLOOR ELEVATION SYMBOL

NAME

ELEVATION

0'-0" 0'-0"

NAME

ELEVATION

PROPOSED EXISTING

SPOT ELEVATION SYMBOL

PROPOSED EXISTING

REVISION CLOUD

REVISION CLOUD

1 2

REVISION NUMBER

ASI-000

DOOR NUMBER

WINDOW & LOUVER

TYPE

COLUMN MARKER

ROOM TAG

DETAIL DRAWING NUMBER

SHEET NUMBER

("HOLD", "ROUGH OPENING", "MAINTAIN CLEAR", ETC.)

CL

PARTITION TYPE

SIZE

MODIFICATION 1

MODIFICATION 2

A10 c 0 S S

RATING

(SECTION/ELEVATION)

(PLAN)

ADDITIONAL ISSUANCE

INFORMATION WHEN

DESIRED

(RFI-000)

(BULLETIN - 00)

SPACE NO.

DOOR W/IN SPACE

ROOM NUMBER

C ,1

DRAWING TITLE & NUMBER

E, 1

1/4" = 1' - 0"

FRAME TYPES

ALPHA DESIGNATION = X

COORDINATE GRID

NUMERIC DESIGNATION = Y

COORDINATE GRID

DRAWING TITLE

DRAWING SCALE

N

J

E

A

1 3 5 7 9 11

NUMERIC DESIGNATION = Y

COORDINATE GRID

Notes:

DRAWING NOTES

DRAWING NUMBER

SHEET

DRAWING AREA

CLEAR

3' - 0"

FINISH FACE

CENTER LINE

CLEAR

TICK MARK TYPES

N/A

2 SAME AS SHAFT

ASSEMBLY WITHOUT FIXED SEATS CONCENTRATED 7 SF PER PERSON - NET

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

Footnotes:

a) Roof supports: Fire-resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only.

b) Where every part of the roof construction is 20 feet or more above the floor or mezzanine immediately below, fire protection of structural members in roof construction shall not be required, including protection of primary structural frame members, roof framing and decking.

d) Not less than the fire-resistance rating required by other sections the Florida Building Code.

e) Not less than the fire-resistance rating based on fire separation distance (see Table 705.5).

f) Not less than the fire-resistance rating as referenced in Section 704.10.

*) Rating of exterior walls varies around the building based on existing record drawings. Existing rated walls will be maintained and are indicated on floor plans where this project impacts these conditions.

VARIES *

SHEET NUMBER

442 W Kennedy Blvd Suite 312 Tampa Florida 33606 tvsdesign.com

SHEET TITLE

SEAL

987654321

B

A

D

C

TVS PROJECT NUMBER

F

E

H

G

J

K

B

A

D

C

F

E

H

G

J

K

987654321

TVS FLORIDA, INC., ARCHITECTURE

Scales as stated hereon are valid on the original drawing, the dimensions of which are 30x42 inches. These scales noted hereon are hereby changed by the ratio of the overall sheet dimensions of the print to the corresponding dimensions of the original drawing.

© TVS FLORIDA, INC., ARCHITECTURE

This drawing is the property of TVS FLORIDA, INC., ARCHITECTURE and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request.

M

L

N

M

L

N

RELEASED FOR CONSTRUCTION

ORIGINAL ISSUE DATE

P P

605 E. ROBINSON STREET, SUITE 750 ORLANDO, FL 32801

407.648.7288 www.rbarchitects.com AR0014284

9/

/2

8:

:1

A

M A ut od es k

D oc s:

//P

-2

O ra ng e

C ou nt y

C on ve nt io n

C en te r/

P -2

_A R

C H

_I nt er io r.

rv t

G-001

GENERAL INFORMATION

9899 International Dr, Orlando, FL 32819

P-20257

09/09/24

09/09/2024

OCCC NORTH SOUTH BUILDING

MEETING ROOMS RENOVATION

NO. REVISIONS / SUBMISSIONS DATE

MI D L A N DI N G

13 1' -0 "

ME Z Z A N I N E L E V E L

14 2' -0 "

12 12 11

(2) 8" DIA. PIPE SLEEVES

31" x 23.75" HOLE

(2) 8" DIA. PIPE SLEEVES

31" x 23.75" HOLE

GRAPHIC LEGEND

S E S ES E S E

S K

S K

'-8

'-1

3 _ 4

'-8

'-1

3 _ 4

19 ' -7" 4 ' -1"

NE

NJ

NO

NT

NY

NCC

SB

SG

SL

SQ

SV

AAA

1 5 10 15 20 25 30 35 40 45

PACKAGE 04

MEETING ROOM N310

PACKAGE 16

MEETING ROOM S310

PACKAGE 17

MEETING ROOM S311

PACKAGE 18

MEETING ROOM S312

PACKAGE 19

MEETING ROOM S319

PACKAGE 20

MEETING ROOM S320

PACKAGE 24

MEETING ROOM S330

PACKAGE 25

MEETING ROOM S331

PACKAGE 21

MEETING ROOM S321

PACKAGE 22

MEETING ROOM S322

PACKAGE 23

MEETING ROOM S329

PACKAGE 06

MEETING ROOM N312

PACKAGE 05

MEETING ROOM N311

PACKAGE 08

MEETING ROOM N320

PACKAGE 07

MEETING ROOM N319

D

C

B

A

H

G

F

E

C O

R R

ID

O

R

D

C

B

A

H

G

F

E

C O

R R

ID

O

R

D

C

B

A

A

B

C

D

E

F

G

H

C O

R R

ID

O

R

A

B

C

D

E

F

G

H

C O

R R

ID

O

R

A

B

C

D

E

F

G

H

C O

R R

ID

O

R

A

B

C

D

PACKAGE 10

MEETING ROOM N322

PACKAGE 09

MEETING ROOM N321

PACKAGE 11

MEETING ROOM N329

PACKAGE 12

MEETING ROOM N330

NOT IN SCOPE

PROJECT SCOPE

NE

NJ

NO

NT

NY

NCC

SB

SG

SL

SQ

SV

AAA

1 5 10 15 20 25 30 35 40 45

PACKAGE 01

MEETING ROOM N210

PACKAGE 02

MEETING ROOM N220

PACKAGE 03

MEETING ROOM N230

PACKAGE 13

MEETING ROOM S210

PACKAGE 14

MEETING ROOM S220

PACKAGE 15

MEETING ROOM S230

A B C D E F GA B C D E A B C D E F G H

A B C D E A B C D E F G A B

SHEET NUMBER

442 W Kennedy Blvd Suite 312 Tampa Florida 33606 tvsdesign.com

SHEET TITLE

SEAL

987654321

B

A

D

C

TVS PROJECT NUMBER

F

E

H

G

J

K

B

A

D

C

F

E

H

G

J

K

987654321

TVS FLORIDA, INC., ARCHITECTURE

Scales as stated hereon are valid on the original drawing, the dimensions of which are 30x42 inches. These scales noted hereon are hereby changed by the ratio of the overall sheet dimensions of the print to the corresponding dimensions of the original drawing.

© TVS FLORIDA, INC., ARCHITECTURE

This drawing is the property of TVS FLORIDA, INC., ARCHITECTURE and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request.

M

L

N

M

L

N

RELEASED FOR CONSTRUCTION

ORIGINAL ISSUE DATE

P P

605 E. ROBINSON STREET, SUITE 750 ORLANDO, FL 32801

407.648.7288 www.rbarchitects.com AR0014284

9/

/2

8:

:3

A

M A ut od es k

D oc s:

//P

-2

O ra ng e

C ou nt y

C on ve nt io n

C en te r/

P -2

_A R

C H

_I nt er io r.

rv t

G-002

PROJECT SCOPE OVERALL FLOOR PLANS

9899 International Dr, Orlando, FL 32819

P-20257

09/09/24

09/09/2024

OCCC NORTH SOUTH BUILDING

MEETING ROOMS RENOVATION

1" = 100'-0" -

A,1 OVERALL FLOOR PLAN - MEZZANINE LEVEL

1" = 100'-0" -

A,6 OVERALL FLOOR PLAN - CONCOURSE LEVEL

NO. REVISIONS / SUBMISSIONS DATE

FINISH GENERAL NOTES

A. PAINT INTERIOR MISCELLANEOUS METAL, GRILLES, LOUVERS, ACCESS PANELS, PIPES AND CONDUIT

EXPOSED TO PUBLIC VIEW TO MATCH THE WALLS ON WHICH THEY OCCUR.

B. SURFACE TYPES SHALL HAVE THE FOLLOWING PAINT FINISHES UNLESS OTHERWISE NOTED:

1. CEILINGS: FLAT

2. GYPSUM WALLBOARD PARTITIONS: EGGSHELL

3. CONCRETE UNIT MASONRY: SEMI GLOSS

4. METAL TRIM, DOOR FRAMES AND DOORS: SEMI GLOSS

C. EXPOSED GYPSUM WALLBOARD SURFACES SHALL RECEIVE PAINT UNLESS OTHERWISE NOTED.

CONFIRM PAINT DESIGNATIONS WITH ARCHITECT WHERE NOT INDICATED ON THE DRAWINGS.

D. PAINT REVEALS TO MATCH THE WALLS IN WHICH THEY OCCUR UNLESS NOTED OTHERWISE.

E. PAINT FIRE EXTINGUISHER CABINETS, FIRE VALVE CABINETS TO MATCH THE COLOR OF THE WALL IN

WHICH THEY OCCUR, UNLESS OTHERWISE NOTED.

F. PAINT EXPOSED SPEAKER ENCLOSURES / COVERS WITH A PAINT THAT WILL NOT DEGRADE

ACOUSTICAL PERFORMANCE. COLOR TO MATCH THE WALL OR CEILING IN WHICH THEY OCCUR,

UNLESS OTHERWISE NOTED.

G. BLANKED-OUT AREAS BEHIND MECHANICAL DIFFUSERS ARE TO BE PAINTED BLACK.

H. DOORS AND FRAMES SCHEDULED FOR PAINT WITHIN THE BACK-OF-HOUSE SPACES ADJACENT TO

UNPAINTED WALLS ARE TO BE PAINTED PT-01, UNLESS OTHERWISE NOTED.

I. DOORS AND FRAMES SCHEDULED FOR PAINT ARE TO BE PAINTED AS INDICATED ON FINISH PLANS

AND INTERIOR ELEVATIONS.

J. GYPSUM WALLBOARD CEILINGS ARE TO BE PAINTED PT-01 UNLESS OTHERWISE INDICATED.

K. LOCATE CONTROL JOINTS IN TILE FLOORS PER TILE COUNCIL OF NORTH AMERICA (TCNA)

RECOMMENDATIONS AND STANDARDS. OFFSET CONTROL JOINTS TO CLOSEST GROUT JOINT FROM

CONTROL JOINT IN SLAB. DO NOT CUT TILES.

L. TILE DIMENSIONS ARE TO CENTER OF GROUT JOINT, TYPICAL.

M. FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE CENTERED BELOW DOOR IN THE

CLOSED POSITION.

N. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING, APPLICATION OF WALL AND/OR FLOOR COVERINGS. ELECTRICAL SWITCH AND

OULETS TO MATCH ON WALL ON WHICH THEY OCCUR.

O. PROVIDE FINISHED SURFACES AT AREAS THAT ARE EXPOSED BEHIND ANY APPLIED MILLWORK, FILE

CABINETS, PANELS SLIDING DOORS. MATCH ADJACENT WALL SURFACE.

P. GYPSUM WALLBOARD PARTITIONS SCHEDULED TO RECEIVE PAINT FINISH: LEVEL (4) FINISH.

Q. GYPSUM WALLBOARD PARTITIONS SCHEDULED TO RECEIVE WALL COVERING: LEVEL (5) FINISH.

R. PROVIDE RESILIENT REDUCER STRIPS AT THE TRANSITIONS WHERE CARPET ABUTS HARD SURFACE

FLOORING, UNLESS OTHERWISE NOTED. MATERIAL, COLOR, AND PROFILE AS SELECTED BY

ARCHITECT.

S. REFER TO ELEVATIONS AND INTERIOR FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

SHEET NUMBER

442 W Kennedy Blvd Suite 312 Tampa Florida 33606 tvsdesign.com

SHEET TITLE

SEAL

987654321

B

A

D

C

TVS PROJECT NUMBER

F

E

H

G

J

K

B

A

D

C

F

E

H

G

J

K

987654321

TVS FLORIDA, INC., ARCHITECTURE

Scales as stated hereon are valid on the original drawing, the dimensions of which are 30x42 inches. These scales noted hereon are hereby changed by the ratio of the overall sheet dimensions of the print to the corresponding dimensions of the original drawing.

© TVS FLORIDA, INC., ARCHITECTURE

This drawing is the property of TVS FLORIDA, INC., ARCHITECTURE and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request.

M

L

N

M

L

N

RELEASED FOR CONSTRUCTION

ORIGINAL ISSUE DATE

P P

605 E. ROBINSON STREET, SUITE 750 ORLANDO, FL 32801

407.648.7288 www.rbarchitects.com AR0014284

9/

/2

3:

:2

P

M A ut od es k

D oc s:

//P

-2

O ra ng e

C ou nt y

C on ve nt io n

C en te r/

P -2

_A R

C H

_I nt er io r.

rv t

G-040

GENERAL MEETING ROOM FINISH SCHEDULE

9899 International Dr, Orlando, FL 32819

P-20257

09/09/24

09/09/2024

OCCC NORTH SOUTH BUILDING

MEETING ROOMS RENOVATION

INTERIOR FINISH SCHEDULE

FINISH MATERIAL DESIGNATION SPECIFICATION NO. SPECIFICATION NAME BASIS OF DESIGN MANUFACTURER STYLE NAME STYLE NUMBER FINISH FINISH SIZE INSTALLATION METHOD LOCATION COMMENTS (EDGE, GROUT, TRIM, ETC.)

ACOUSTICAL CEILING TILE

ACT-01 09 5123 ACOUSTICAL CEILING TILE ARMSTRONG CALLA WHITE 24" X 72" SQUARE TEGULAR PRELUDE GRID, 15/16

ACT-02 09 5123 ACOUSTICAL CEILING TILE ARMSTRONG CALLA WHITE 24" X 24" SQUARE TEGULAR PRELUDE GRID, 15/16

ACT-03 09 5123 ACOUSTICAL CEILING TILE ARMSTRONG CALLA WHITE 24" X 36" SQUARE TEGULAR PRELUDE GRID, 15/16

ACT-04 09 5123 ACOUSTICAL CEILING TILE ARMSTRONG CALLA WHITE 24" X 60" SQUARE TEGULAR PRELUDE GRID, 15/16

ACT-05 09 5123 ACOUSTICAL CEILING TILE ARMSTRONG CALLA WHITE 24" X 48" SQUARE TEGULAR PRELUDE GRID, 15/16

ACOUSTICAL WRAPPED PANELS

AP-01 09 7713 STRETCHED-FABRIC WALL SYSTEMS CARNEGIE XOREL STRIE 6423 819 ACCUTRACK ACCUSNAP SYSTEM

AP-02 09 7713 STRETCHED-FABRIC WALL SYSTEMS CARNEGIE XOREL SLEET EMBROIDER 6299 817 ACCUTRACK ACCUSNAP SYSTEM

AP-03 09 7713 STRETCHED-FABRIC WALL SYSTEMS CARNEGIE XOREL STRIE 6423 820 ACCUTRACK ACCUSNAP SYSTEM

CARPET

CPT-01 09 6813 TILE CARPETING MILLIKEN GRAND PLAZA G1-12-05 01415529 1M x 1M, 40 OZ, .42" THICK

TUFTED CARPET TILE

CPT-02 09 6813 TILE CARPETING MILLIKEN GRAND PLAZA G1-12-05 01415545 1M x 1M, 40 OZ, .42" THICK

TUFTED CARPET TILE

CORNER GUARDS

CG-01 10 2600 WALL AND DOOR PROTECTION FRY REGLET MWPOSC25100 TBD 1" SIGNATURE ROOMS

CURTAINS AND DRAPES

DP-01 12 2200 CURTAINS AND DRAPES BART HALPERN PEBBLE BEACH 71600-01 54" SIGNATURE ROOMS BLACKOUT BACKING, 50% ACRYLIC, 48% POLYESTER, 2% LINEN, 200%

FULLNESS

DP-02 12 2200 CURTAINS AND DRAPES POLLACK MALTA 9252/01 SNOW 118", 12 OZ. SIGNATURE ROOMS LIGHT FILTERING, 100% POLYESTER, 200% FULLNESS

INTERIOR GLASS

GL-01 08 8113 DECORATIVE GLASS MCGRORY GLASS INC TVSGA-737 1/4" DEPTH TEMPERED

METAL PANEL CEILING

MP-01 09 5133 ACOUSTICAL METAL PAN CEILINGS ARMSTRONG METALWORK TORSION SPRING CEILING #7213M16FX DYE SUBLIMATION WOOD LOOK - MATCH

ARCHITECT'S SAMPLE

CUSTOM SIZE CUSTOM METALWORKS 1 1/4" EXTRUDED ALUMINUM MILL FINISH GRID SYSTEM SIGNATURE ROOMS CUSTOM CURVED CEILING, .063 ALUMINUM, M16 PERFORATION, RD3223

OPERABLE PARTITION (TEXTILE)

OP-01 10 2226 OPERABLE PARTITION CARNEGIE XOREL STRIE 6423 819

OP-02 10 2226 OPERABLE PARTITION CARNEGIE XOREL STRIE 6423 820

PAINT

PT-01 09 9123 INTERIOR PAINTING BENJAMIN MOORE SUPER WHITE OC-152

PT-02 09 9123 INTERIOR PAINTING SHERWIN WILLIAMS SKYLINE STEEL SW1015

PT-03 09 9123 INTERIOR PAINTING PPG BREAD BASKET 1087-6

PT-04 09 9123 INTERIOR PAINTING SHERWIN WILLIAMS INDIGO BATIK SW7602

PT-05 09 9123 INTERIOR PAINTING PAINT TO MATCH EXISTING

ROLLER SHADE

RS-01 12 2513 ROLLER SHADE MECHO SHADE CHELSEA BLACKOUT 0250 SERIES 0251 CHALK SIGNATURE ROOMS

RS-02 12 2513 ROLLER SHADE MECHO SHADE ECOSHEER (3% OPEN) 6750 SERIES 6751 PORCELAIN SIGNATURE ROOMS

WALL COVERING

WC-01 09 72 00 WALL COVERINGS LBI BOYD DESIGN RESOURCE BREAKWATER SSM-WC-IL GLOW MEETING ROOM N230

WOOD BASE

WB-01 06 4023 INTERIOR ARCHITECTURAL WOODWORK SOLID WOOD POPLAR PAINTED TO MATCH ADJACENT WALL 3/4" D X 8" H APPLIED WOOD BASE

WB-02 06 4023 INTERIOR ARCHITECTURAL WOODWORK SOLID WOOD POPLAR SHERWIN WILLIAMS SKYLINE STEEL SW 1015 3/4" D X 8" H APPLIED WOOD BASE

WB-03 06 4023 INTERIOR ARCHITECTURAL WOODWORK SOLID WOOD POPLAR SHERWIN WILLIAMS INDIGO BALTIK SW 7602 3/4" D X 8" H APPLIED WOOD BASE MEETING ROOM N330

WB-04 06 4023 INTERIOR ARCHITECTURAL WOODWORK SOLID WOOD SOLID WOOD TO MATCH

ADJACENT VENEER

STAINED TO MATCH VENEER 3/4" D X 8" H FLUSH WOOD BASE AT WOOD VENEER WALL LOCATIONS

WOOD VENEER

WD-01 06 4000 ARCHITECTURAL WOODWORK ARCHITECTURAL VENEERS INTL RIFT WHITE OAK FLITCH NO. 5730-3595 SIGNATURE ROOMS

NO. REVISIONS / SUBMISSIONS DATE

ISSUED FOR PERMIT 09/09/2024

1 OWNER COMMENTS 09/20/2024

GRAPHIC LEGEND

SPECIFIED GLASS AS PART OF

SYSTEM

DUAL LOCK CLIP

GRAPH WALL SYSTEM FRAME

ATTACHED WITH DRYWALL

SCREWS OR EXPANSION

FASTENERS. BASIS OF DESIGN:

FRY REGLET

FIRE-RETARDANT TREATED BLOCKING

MID WALL FASTENING SYSTEM

MECHANICALLY FASTENED TO WALL

EXISTING

5/8"GYPSUM BOARD

1" ACOUSTIC WRAPPED PANEL; REFERENCE

INTERIOR FINISH SCHEDULE ON SHEET G-040

FABRIC IN CONTACT WITH EDGE OF TRACK ONLY

ACCUSNAP TRACK; REFERENCE INTERIOR

FINISH SCHEDULE ON SHEET G-040

EXISTING CMU WALL

EXISTING STRUCTURE

TO REMAIN

EXISTING PARTITION TO REMAIN

EXISTING ELEMENT TO BE

DEMOLISHED

NEW PARTITION

EXISTING BUILDING AREAS TO

REMAIN - (AREA NOT IN SCOPE)

TOP OF FINISH FLOOR

3/4" THICK WOOD BASE,

REFER TO ELEVATIONS

/4

SCRIBE TO FLOOR

EXISTING SLAB

ACOUSTICAL SEALANT

COUNCOURSE LEVEL

120' - 0"

5/8" GYPSUM WALLBOARD

COLD-FORMED METAL FRAMING

GRAPH WALL SYSTEM

INTERMEDIATE RETAINER

BASIS OF DESIGN: FRY REGLET

GRAPH WALL SYSTEM

SINGLE FIN BASE TERMINATION

BASIS OF DESIGN: FRY REGLET

/8

CONCOURSE

SIDE

MEETING ROOM

SIDE

BACK-PAINTED GLASS, GL-01 BACK-PAINTED GLASS, GL-01

GRAPH WALL SYSTEM

INTERMEDIATE RETAINER

BASIS OF DESIGN: FRY REGLET

EXISTING PARTITION

SCHEDULED WALL BASE,

PAINTED TO MATCH GL-01

SCHEDULED WALL BASE,

PAINTED TO MATCH GL-01

GRAPH WALL SYSTEM

INTERMEDIATE RETAINER

BASIS OF DESIGN: FRY REGLET

BACK-PAINTED GLASS, GL-01

COLD-FORMED METAL FRAMING

5/8" GYPSUM WALLBOARD

GRAPH WALL SYSTEM SINGLE FIN

CEILING TERMINATION

BASIS OF DESIGN: FRY REGLET

EXISTING PARTITION

GRAPH WALL SYSTEM

INTERMEDIATE RETAINER

BASIS OF DESIGN: FRY REGLET

BACK-PAINTED GLASS, GL-01

GRAPH WALL SYSTEM

SINGLE FIN BASE TERMINATION

BASIS OF DESIGN: FRY REGLET

/8

GRAPH WALL SYSTEM SINGLE FIN

CEILING TERMINATION

BASIS OF DESIGN: FRY REGLET

5/8" GYPSUM WALLBOARD

3 5/8" COLD-FORMED

METAL FRAMING

14' - 6"

FIRE-RETARDANT TREATED

BLOCKING, TYP.

FIRE-RETARDANT TREATED

BLOCKING, TYP.

7/8"

5/8" GYPSUM WALLBOARD

7/8" HAT CHANNEL ASSEMBLY

NX

1' - 0"

EXISTING PARTITION

EXISTING SOFFIT OVERHEAD

SCHEDULED BACK-PAINTED GLASS, GL-01

GFRG COLUMN COVER BEYOND,

TO ALIGN WITH EXISTING SOFFIT.

GRAPH WALL SYSTEM SINGLE FIN

CEILING TERMINATION

BASIS OF DESIGN: FRY REGLET

CONCOURSE SIDE

3 5/8" COLD FORMED METAL FRAMING

5/8" GYPSUM WALLBOARD,

PAINTED PT-01

6" COLD FORMED METAL FRAMING

23' - 3"

V.I.F.

SHEET NUMBER

442 W Kennedy Blvd Suite 312 Tampa Florida 33606 tvsdesign.com

SHEET TITLE

SEAL

987654321

B

A

D

C

TVS PROJECT NUMBER

F

E

H

G

J

K

B

A

D

C

F

E

H

G

J

K

987654321

TVS FLORIDA, INC., ARCHITECTURE

Scales as stated hereon are valid on the original drawing, the dimensions of which are 30x42 inches. These scales noted hereon are hereby changed by the ratio of the overall sheet dimensions of the print to the corresponding dimensions of the original drawing.

© TVS FLORIDA, INC., ARCHITECTURE

This drawing is the property of TVS FLORIDA, INC., ARCHITECTURE and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request.

M

L

N

M

L

N

RELEASED FOR CONSTRUCTION

ORIGINAL ISSUE DATE

P P

605 E. ROBINSON STREET, SUITE 750 ORLANDO, FL 32801

407.648.7288 www.rbarchitects.com AR0014284

9/

/2

3:

:3

P

M A ut od es k

D oc s:

//P

-2

O ra ng e

C ou nt y

C on ve nt io n

C en te r/

P -2

_A R

C H

_I nt er io r.

rv t

G-120

TYPICAL WALL DETAILS

9899 International Dr, Orlando, FL 32819

P-20257

09/09/24

09/09/2024

OCCC NORTH SOUTH BUILDING

MEETING ROOMS RENOVATION

6" = 1'-0"

E,9 PLAN DETAIL - GLASS PANEL TO GYPSUM

3" = 1'-0"

J,9 PLAN DETAIL - WALL PANEL FASTENING SYSTEM

3" = 1'-0"

A,9 SECTION DETAIL - APPLIED WOOD BASE

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

A,5 SECTION DETAIL - DECORATIVE GLASS - CONCOURSE LEVEL

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

J,5 SECTION DETAIL - DECORATIVE GLASS HEADER - MEZZANINE LEVEL

NO. REVISIONS / SUBMISSIONS DATE

ISSUED FOR PERMIT 09/09/2024

1 OWNER COMMENTS 09/20/2024

GFRG COLUMN COVER

6" METAL FRAMING

TYPICAL

GFRG COLUMN COVER

COLD FORMED METAL

FRAMING AS REQUIRED BY

GFRG MANUFACTURER

EXISTING CONCRETE

COLUMN TO REMAIN

/2

2' - 8 1/2"

REMOVE EXISTING GYPSUM

WALLBOARD AS REQUIRED TO

INSTALL GFRG COLUMN COVER.

PATCH TO MATCH ADJACENT

SURFACES AFTER INSTALLATION.

LINE REPRESENTS BOUNDARY

OF EXISTING COLUMN COVERS

THAT WERE REMOVED. PATCH

AND REPAIR FLOORING FINISH

AND CEILING AS REQUIRED

2' - 8 1/2"

6" METAL FRAMING

TYPICAL

/2 "2

MEETING ROOM SIDE

CONCOURSE SIDE

CL

1/4" BACK PAINTED

TEMPERED GLASS PANEL

EXISTING 100AMP ELECTRICAL

SERVICE (WHERE APPLIES)

TO REMAIN

6" COLD FORMED METAL

FRAMING

1/4" BACK PAINTED TEMPERED

GLASS PANEL

GLASS CLIP SYSTEM

BASIS OF DESIGN: FRY

REGLET GRAPH WALL SYSTEM

GLASS CLIP SYSTEM

BASIS OF DESIGN: FRY REGLET

GRAPH WALL SYSTEM

1/8"1/8"

ALIGN FACES

1' - 0"

1/8" 1/8"

CL

WOOD

BLOCKING

2X4 FIRE RETARDENT

TREATED

WOOD BLOCKING

2X4 FIRE RETARDENT TREATED

WOOD BLOCKING

/2

/8

/2

LINE OF GFRG COLUMN COVER

BASE BELOW, REFER TO DETAIL

H,10/G-121

LINE OF GFRG COLUMN COVER

BASE BELOW, REFER TO DETAIL

H,10/G-121

CL

GFRG COLUMN COVER

6" COLD-FORMED METAL

FRAMING, TYPICAL

EXISTING CONCRETE COLUMN

TO REMAIN

OPERABLE WALL SEE PLAN

GFRG COLUMN COVER

SOUND ATTENUATION BLANKET

FIRE RETARDANT TREATED

WOOD BLOCKING

LINE REPRESENTS BOUNDARY

OF EXISTING COLUMN COVERS

THAT WERE REMOVED. PATCH

AND REPAIR FLOORING FINISH

AND CEILING AS REQUIRED

/2

MEETING ROOM SIDE

CONCOURSE SIDE

CL

2' - 8 1/2"

REFER TO DETAIL A,4 BELOW FOR

REMAINDER OF DETAIL

WOOD

BLOCKING

/2

/8

/8

/8

/8

LINE OF GFRG COLUMN

COVER BASE BELOW

SEE H,10/G-121

LINE OF GFRG COLUMN

COVER BASE BELOW

SEE H,10/G-121

FIRE RETARDANT TREATED

SOLID WOOD

PAINTED

EXISTING STRUCTURE

TO REMAIN

EXISTING PARTITION TO REMAIN

EXISTING ELEMENT TO BE

DEMOLISHED

NEW PARTITION

EXISTING BUILDING AREAS TO

REMAIN - (AREA NOT IN SCOPE)

3/4"

GFRG COLUMN

COVER

GFRG COLUMN

COVER BASE

SHEET NUMBER

442 W Kennedy Blvd Suite 312 Tampa Florida 33606 tvsdesign.com

SHEET TITLE

SEAL

987654321

B

A

D

C

TVS PROJECT NUMBER

F

E

H

G

J

K

B

A

D

C

F

E

H

G

J

K

987654321

TVS FLORIDA, INC., ARCHITECTURE

Scales as stated hereon are valid on the original drawing, the dimensions of which are 30x42 inches. These scales noted hereon are hereby changed by the ratio of the overall sheet dimensions of the print to the corresponding dimensions of the original drawing.

© TVS FLORIDA, INC., ARCHITECTURE

This drawing is the property of TVS FLORIDA, INC., ARCHITECTURE and is not to…