DRAWING INDEX

NO. SHEET DESCRIPTION LATEST REVISION

ARCHITECTURAL

G001 COVER SHEET 5-26-2026

G002 GENERAL REQUIREMENTS AND SUBMITTAL PROCEDURES

G003 ACCESSIBILITY REQUIREMENTS

A100 LIFE SAFETY

D101 DEMOLITION PLANS

A201 FLOOR PLANS

A202 SLAB AND CEILING PLANS

A301 BUILDING ELEVATIONS

A401 WALL SECTIONS

A402 MISCELLANEOUS DETAILS

A501 DOOR AND FINISH SCHEDULES 5-26-2026

A502 DOOR DETAILS

STRUCTURAL

S1.0 STRUCTURAL NOTES

S2.0 FOUNDATION PLAN

S3.0 ROOF FRAMING PLAN

S4.0 PLATFORM FRAMING PLAN

S5.0 STRUCTURAL SECTIONS AND DETAILS

S6.0 STRUCTURAL SECTIONS AND DETAILS

S7.0 STRUCTURAL SECTIONS AND DETAILS

MECHANICAL

M-1 MECHANICAL SCHEDULES AND DETAILS

M-2 MECHANICAL SITE PLAN

M-3 MECHANICAL DEMOLITION PLAN

M-4 MECHANICAL PLANS

M-5 MECHANICAL PLAN - EEP

M-6 MECHANICAL ELEVATION

M-7 MECHANICAL SCHEDULES

M-8 MECHANICAL DETAILS

M-9 MECHANICAL CONTROLS - AIR SIDE

M-10 MECHANICAL CONTROLS - WATER SIDE

PLUMBING

P-1 PLUMBING LEGEND, NOTES, SPECS. & SCHEDULES

P-2 PLUMBING PLANS

FIRE PROTECTION

FP-1 FIRE PROTECTION PLAN

FP-2 FIRE PROTECTION PLAN

ELECTRICAL

E-1 ELECTRICAL SYMBOLS, LEGEND, ABB., NOTES

E-2 ELECTRICAL CHILLER TEMPORARY POWER

E-3 ELECTRICAL DEMOLITION PLAN

E-4 ELECTRICAL PARTIAL SITE POWER PLAN

E-5 ELECTRICAL POWER PLAN

E-6 ELECTRICAL LIGHTING PLAN

E-7 LIGHTNING PROTECTION PLAN

E-8 ELECTRICAL SCHEDULES

E-9 ELECTRICAL ONE-LINE DIAGRAM

E-10 ELECTRICAL ONE-LINE GROUNDING DIAGRAM

E-11 ELECTRICAL DETAILS

FIRE ALARM

FA-1 FIRE ALARM LEGEND, NOTES, & SPECIFICATIONS

FA-2 FIRE ALARM PLAN

PROJECT SCOPE

NEW SECOND FLOOR MECHANICAL MEZZANINE OVER

EXISTING CHILLER YARD.

COMPLIANCE STATEMENT

REVIEW AND APPROVAL BY THE AUTHORITY HAVING

JURISDICTION SHALL NOT RELIEVE THE APPLICANT OF

THE RESPONSIBILITY OF COMPLIANCE WITH THESE TO

THE BEST OF OUR KNOWLEDGE, THESE DOCUMENTS

COMPLY WITH THE APPLICABLE MINIMUM CODES AND

STANDARDS AS SET FORTH BY THE FLORIDA BUILDING

CODE AND GOVERNING FLORIDA STATUTES.

KEY PLAN

PROJECT INFORMATION

HVAC Modifications

PROJECT DIRECTORY

PROJECT MANAGER

JOHN WARRINGTON

TERMINAL OPERATIONS SUPERVISOR

MELBOURNE ORLANDO INTERNATIONAL AIRPORT

850 ED FOSTER ROAD

MELBOURNE, FLORIDA 32901

(321) 288-6891 jwarrington@mlbair.com

ARCHITECT

SHAD L. TRAYLOR, AIA

TSARK ARCHITECTURE, LLC

1600 SARNO ROAD, SUITE 212

MELBOURNE, FLORIDA 32935

(321) 241-6378 shad@tsarkarchitecture.com

STRUCTURAL ENGINEER

KIERAN JONES, P.E.

MK STRUCTURAL ENGINEERING

587 WEST EAU GALLIE BOULEVARD, SUITE 201

MELBOURNE, FLORIDA 32935

(321) 600-0672 kieran@mkstructural.com

MECHANICAL AND PLUMBING ENGINEER

DAVID DASILVA, P.E.

DDC ENGINEERING, LLC.

40863 US-1, SUITE 101

ROCKLEDGE, FLORIDA 32955

(321) 633-4522 dasilva.david@ddc-engineers.com

ELECTRICAL ENGINEER

RAMON REGALADO, P.E.

DDC ENGINEERING, LLC.

40863 US-1, SUITE 101

ROCKLEDGE, FLORIDA 32955

(321) 633-4522 regalado.ramon@ddc-engineers.com

KEY NOTE DESIGNATION

B

WINDOW DESIGNATION

101A

ACCESSORY DESIGNATION

DOOR NUMBER

PARTITION TYPE DESIGNATION

ROOM NUMBER

ROOM NAME

ON WHICH ELEVATION IS SHOWN

SURFACE SHOWN IN ELEVATION

ELEVATION NUMBER/SHEET NUMBER

DIRECTION OF CUTTING PLANE

SHEET ON WHICH SECTION IS SHOWN

SECTION NUMBER

EXTENT OF DETAIL

SHEET ON WHICH DRAWING IS SHOWN

DRAWING NUMBER

A

P1

ROOM

NAME

A101

DETAIL NUMBER/SHEET NUMBER ON

WHICH DETAIL IS SHOWN

GRAPHIC SYMBOLSABBREVIATIONS

A/C AIR CONDITIONING

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE, ALTERNATIVE

ALUM ALUMINUM

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AV AUDIOVISUAL

BLDG BUILDING

BO BOTTOM OF

CLG CEILING

CLG HT CEILING HEIGHT

CLO CLOSET

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

CORR CORRIDOR

DEMO DEMOLISH

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIV DIVISION

E EAST

EA EACH

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FLR FINISHED FLOOR

FLR FLOOR

FT FOOT, FEET

FURN FURNITURE

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GYP BD GYPSUM BOARD

HC HANDICAP

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION & AIR

CONDITIONING

INCL INCLUDE(D), (ING)

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

KIT KITCHEN

LAB LABOATORY

LAV LAVATORY

LF LINEAR FEET

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINUMUM

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTG MOUNTING

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OPT OPTION(AL)

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FEET

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

RFG REFRIGERATOR

RM ROOM

RO ROUGH OPENING

S SOUTH

SC SOLID CORE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STOR STORAGE

SUSP SUSPENDED

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TO TOP OF

TRTD TREATED

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST, WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WT WEIGHT

Tsark Architecture, LLC 1600 Sarno Rd., Suite 212

Melbourne, FL 32935

(321) 241-6378

Lic #: AA26003779

REVIEW SET

Shad L. Traylor

AR 93039

DATE

PERMIT SET

BID SET

CONSTRUCTION SET

AS BUILT

APPROVED:

SHEET NO.:

CHECKED:

DRAWN:

REVISIONS

4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988

DDC PROJECT NO.:

2026 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.ãCOPYRIGHT

26625A

DESCRIPTIONNO. DATE

26030.01

AUGUST 10, 2026

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NOT FOR

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ST

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Melbourne Orlando International Airport

CO

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PROJECT AREA

AutoCAD SHX Text

KEY NOTE REFERENCE

AutoCAD SHX Text

OPENING REFERENCE

AutoCAD SHX Text

ACCESSORIES REFERENCE

AutoCAD SHX Text

OPENING REFERENCE

AutoCAD SHX Text

PARTITION REFERENCE

AutoCAD SHX Text

ELEVATION REFERENCE

AutoCAD SHX Text 1/A701

AutoCAD SHX Text

SECTION REFERENCE

AutoCAD SHX Text

DETAIL REFERENCE

AutoCAD SHX Text

AutoCAD SHX Text A601

AutoCAD SHX Text

ROOM REFERENCE

AutoCAD SHX Text

AutoCAD SHX Text A501

AutoCAD SHX Text

DETAIL REFERENCE

AutoCAD SHX Text 1/A302

PART 1 - GENERAL

1.1 SUMMARY

A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR

SUBMITTING SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER MISCELLANEOUS

SUBMITTALS.

1.2 DEFINITIONS

A. ACTION SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION THAT REQUIRES

ARCHITECT'S/ENGINEER'S RESPONSIVE ACTION.

B. INFORMATIONAL SUBMITTALS: WRITTEN INFORMATION THAT DOES NOT REQUIRE

ARCHITECT'S/ENGINEER'S APPROVAL. SUBMITTALS MAY BE REJECTED FOR NOT

COMPLYING WITH REQUIREMENTS.

1.3 SUBMITTAL PROCEDURES

A. GENERAL: ELECTRONIC COPIES (.PDF ONLY) OF DRAWINGS OF THE CONTRACT

DRAWINGS WILL BE PROVIDED BY ARCHITECT/ENGINEER FOR CONTRACTOR'S USE IN

PREPARING SUBMITTALS.

B. CONTRACTOR SHALL SUBMIT SOFT COPIES OF PRODUCT DATA, SHOP DRAWINGS, AND

PHYSICAL COPIES OF SAMPLES.

C. ALL SUBMITTED SHOP DRAWINGS SHALL HAVE ENHANCEMENT OR ADDITIONAL DETAILS

THAN THAT OF THE ARCHITECT'S/ENGINEER'S, REFLECTING TYPES OF MATERIAL

ALREADY SUBMITTED FOR APPROVAL AND APPROVED BY THE

ARCHITECT/ENGINEER/OWNER AND REFLECTING ALL NECESSARY

EQUIPMENT, IF ANY, OR ELSE THE SUBMITTED SHOP DRAWING SHALL NOT BE

CONSIDERED AS COMPLETE.

D. COORDINATION: COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH

PERFORMANCE OF CONSTRUCTION ACTIVITIES.

E. PROCESSING TIME: ALLOW ENOUGH TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR

RESUBMITTALS, AS FOLLOWS. TIME FOR REVIEW SHALL COMMENCE ON

ARCHITECT'S/ENGINEER'S RECEIPT OF SUBMITTAL.

1. INITIAL REVIEW: ALLOW UP TO 14 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL.

ALLOW ADDITIONAL TIME IF PROCESSING MUST BE DELAYED TO PERMIT

COORDINATION WITH SUBSEQUENT SUBMITTALS. ARCHITECT/ENGINEER WILL ADVISE

CONTRACTOR WHEN A SUBMITTAL BEING PROCESSED MUST BE DELAYED FOR

COORDINATION.

2. CONCURRENT REVIEW: WHERE CONCURRENT REVIEW OF SUBMITTALS BY

ARCHITECT'S/ENGINEER'S CONSULTANTS, OWNER, OR OTHER PARTIES IS REQUIRED,

ALLOW UP TO 21 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL.

3. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE

TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT

PROCESSING.

F. IDENTIFICATION: PLACE A LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR

IDENTIFICATION.

1. INDICATE NAME OF FIRM OR ENTITY THAT PREPARED EACH SUBMITTAL ON LABEL OR

TITLE BLOCK.

2. PROVIDE A SPACE APPROXIMATELY 4 BY 5 INCHES (100 BY 125 MM) ON LABEL OR

BESIDE TITLE BLOCK TO RECORD CONTRACTOR'S REVIEW AND APPROVAL MARKINGS

AND ACTION TAKEN BY ARCHITECT/ENGINEER.

3. INCLUDE THE FOLLOWING INFORMATION ON LABEL FOR PROCESSING AND

RECORDING ACTION TAKEN:

a. PROJECT NAME.

b. DATE.

c. NAME OF ARCHITECT/ENGINEER.

d. NAME OF CONTRACTOR.

e. NAME OF SUBCONTRACTOR.

f. NAME OF SUPPLIER.

g. NAME OF MANUFACTURER.

h. UNIQUE IDENTIFIER, INCLUDING REVISION NUMBER.

i. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION.

j. DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE.

G. DEVIATIONS: HIGHLIGHT, ENCIRCLE, OR OTHERWISE IDENTIFY DEVIATIONS FROM THE

CONTRACT DOCUMENTS ON SUBMITTALS.

H. TRANSMITTAL: ARCHITECT/ENGINEER WILL RETURN SUBMITTALS, WITHOUT REVIEW,

RECEIVED FROM SOURCES OTHER THAN CONTRACTOR.

1. ON AN ATTACHED SEPARATE SHEET, PREPARED ON CONTRACTOR'S LETTERHEAD,

RECORD RELEVANT INFORMATION, REQUESTS FOR DATA, REVISIONS OTHER THAN

THOSE REQUESTED BY ARCHITECT/ENGINEER ON PREVIOUS SUBMITTALS, AND

DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING

MINOR VARIATIONS AND LIMITATIONS. INCLUDE THE SAME LABEL INFORMATION AS

THE RELATED SUBMITTAL.

2. INCLUDE CONTRACTOR'S CERTIFICATION STATING THAT INFORMATION SUBMITTED

COMPLIES WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

I. DISTRIBUTION: FURNISH COPIES OF FINAL SUBMITTALS TO MANUFACTURERS,

SUBCONTRACTORS, SUPPLIERS, FABRICATORS, INSTALLERS, AUTHORITIES HAVING

JURISDICTION, AND OTHERS AS NECESSARY FOR PERFORMANCE OF CONSTRUCTION

ACTIVITIES.

J. ISSUED FOR CONSTRUCTION: USE ONLY FINAL SUBMITTALS WITH MARK INDICATING

ACTION TAKEN BY ARCHITECT/ENGINEER IN CONNECTION WITH CONSTRUCTION.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. GENERAL: PREPARE AND SUBMIT ACTION SUBMITTALS REQUIRED BY CONTRACT

DOCUMENTS.

1. NUMBER OF COPIES: SUBMIT COPIES OF EACH SUBMITTAL, AS FOLLOWS, UNLESS

OTHERWISE INDICATED:

a. INITIAL SUBMITTAL: SUBMIT A PRELIMINARY SINGLE COPY OF EACH SUBMITTAL

WHERE SELECTION OF OPTIONS, COLOR, PATTERN, TEXTURE, OR SIMILAR

CHARACTERISTICS IS REQUIRED. ARCHITECT/ENGINEER, WILL RETURN

SUBMITTAL WITH OPTIONS SELECTED.

b. FINAL SUBMITTAL: SUBMIT THREE COPIES, UNLESS COPIES ARE REQUIRED FOR

OPERATION AND MAINTENANCE MANUALS. SUBMIT FIVE COPIES WHERE COPIES

ARE REQUIRED FOR OPERATION AND MAINTENANCE MANUALS.

ARCHITECT/ENGINEER WILL RETAIN TWO COPIES; DIVISION 01 GENERAL

REQUIREMENTS TENDER DOCUMENTS-SPECIFICATIONS REMAINDER WILL BE

RETURNED. MARK UP AND RETAIN ONE RETURNED COPY AS A PROJECT RECORD

DOCUMENT.

B. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT

OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT.

1. IF INFORMATION MUST BE SPECIALLY PREPARED FOR SUBMITTAL BECAUSE

STANDARD PRINTED DATA ARE NOT SUITABLE FOR USE, SUBMIT AS SHOP DRAWINGS,

NOT AS PRODUCT DATA.

2. MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICH PRODUCTS AND OPTIONS

ARE APPLICABLE.

3. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE:

a. MANUFACTURER'S WRITTEN RECOMMENDATIONS.

b. MANUFACTURER'S PRODUCT SPECIFICATIONS.

c. MANUFACTURER'S INSTALLATION INSTRUCTIONS.

d. STANDARD COLOR CHARTS.

e. MANUFACTURER'S CATALOG CUTS.

f. WIRING DIAGRAMS SHOWING FACTORY-INSTALLED WIRING.

g. PRINTED PERFORMANCE CURVES.

h. OPERATIONAL RANGE DIAGRAMS.

i. MILL REPORTS.

j. STANDARD PRODUCT OPERATING AND MAINTENANCE MANUALS.

k. COMPLIANCE WITH RECOGNIZED TRADE ASSOCIATION STANDARDS.

l. COMPLIANCE WITH RECOGNIZED TESTING AGENCY STANDARDS.

m. APPLICATION OF TESTING AGENCY LABELS AND SEALS.

n. NOTATION OF COORDINATION REQUIREMENTS.

C. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO

SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT

DOCUMENTS OR STANDARD PRINTED DATA.

D. SAMPLES: PREPARE PHYSICAL UNITS OF MATERIALS OR PRODUCTS, INCLUDING THE

FOLLOWING:

1. SAMPLES FOR INITIAL SELECTION: SUBMIT MANUFACTURER'S COLOR CHARTS

CONSISTING OF UNITS OR SECTIONS OF UNITS SHOWING THE FULL RANGE OF

COLORS, TEXTURES, AND PATTERNS AVAILABLE.

2. SAMPLES FOR VERIFICATION: SUBMIT FULL-SIZE UNITS OR SAMPLES OF SIZE

INDICATED, PREPARED FROM THE SAME MATERIAL TO BE USED FOR THE WORK,

CURED AND FINISHED IN MANNER SPECIFIED, AND PHYSICALLY IDENTICAL WITH THE

PRODUCT PROPOSED FOR USE, AND THAT SHOW FULL RANGE OF COLOR AND

TEXTURE VARIATIONS EXPECTED. SAMPLES INCLUDE, BUT ARE NOT LIMITED TO, THE

FOLLOWING: PARTIAL SECTIONS OF MANUFACTURED OR FABRICATED COMPONENTS;

SMALL CUTS OR CONTAINERS OF MATERIALS; COMPLETE UNITS OF REPETITIVELY

USED MATERIALS; SWATCHES SHOWING COLOR, TEXTURE, AND PATTERN; COLOR

RANGE SETS; AND COMPONENTS USED FOR INDEPENDENT TESTING AND

INSPECTION.

3. PREPARATION: MOUNT, DISPLAY, OR PACKAGE SAMPLES IN MANNER SPECIFIED TO

FACILITATE REVIEW OF QUALITIES INDICATED. PREPARE SAMPLES TO MATCH

ARCHITECT'S/ENGINEER'S SAMPLE WHERE SO INDICATED. ATTACH LABEL ON

UNEXPOSED SIDE THAT INCLUDES THE FOLLOWING:

a. GENERIC DESCRIPTION OF SAMPLE.

b. PRODUCT NAME OR NAME OF MANUFACTURER.

c. SAMPLE SOURCE.

4. ADDITIONAL INFORMATION: ON AN ATTACHED SEPARATE SHEET, PREPARED ON

CONTRACTOR'S LETTERHEAD, PROVIDE THE FOLLOWING, AS APPLICABLE:

a. SIZE LIMITATIONS.

b. COMPLIANCE WITH RECOGNIZED STANDARDS.

c. AVAILABILITY.

d. DELIVERY TIME.

5. SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A

FINAL CHECK OF THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A

COMPARISON OF THESE CHARACTERISTICS BETWEEN FINAL SUBMITTAL AND ACTUAL

COMPONENT AS DELIVERED AND INSTALLED.

6. NUMBER OF SAMPLES FOR INITIAL SELECTION: SUBMIT ONE FULL SET OF AVAILABLE

CHOICES WHERE COLOR, PATTERN, TEXTURE, OR SIMILAR CHARACTERISTICS ARE

REQUIRED TO BE SELECTED FROM MANUFACTURER'S PRODUCT LINE.

ARCHITECT/ENGINEER WILL RETURN SUBMITTAL WITH OPTIONS SELECTED.

7. DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES AT PROJECT SITE, AVAILABLE

FOR QUALITY- CONTROL COMPARISONS THROUGHOUT THE COURSE OF

CONSTRUCTION ACTIVITY. SAMPLE SETS MAY BE USED TO DETERMINE FINAL

ACCEPTANCE OF CONSTRUCTION ASSOCIATED WITH EACH SET.

2.2 INFORMATIONAL SUBMITTALS

A. GENERAL: PREPARE AND SUBMIT INFORMATIONAL SUBMITTALS REQUIRED BY OTHER

SPECIFICATION SECTIONS.

1. CERTIFICATES AND CERTIFICATIONS: PROVIDE A NOTARIZED STATEMENT THAT

INCLUDES SIGNATURE OF ENTITY RESPONSIBLE FOR PREPARING CERTIFICATION.

CERTIFICATES AND CERTIFICATIONS SHALL BE SIGNED BY AN OFFICER OR OTHER

INDIVIDUAL AUTHORIZED TO SIGN DOCUMENTS ON BEHALF OF THAT ENTITY.

2. TEST AND INSPECTION REPORTS: COMPLY WITH REQUIREMENTS IN CONTRACT

DOCUMENTS

B. CONTRACTOR'S CONSTRUCTION SCHEDULE:

C. MATERIAL TEST REPORTS: PREPARE REPORTS WRITTEN BY A QUALIFIED TESTING

AGENCY, ON TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING TEST

RESULTS OF MATERIAL FOR COMPLIANCE WITH REQUIREMENTS.

D. MAINTENANCE DATA: PREPARE WRITTEN AND GRAPHIC INSTRUCTIONS AND

PROCEDURES FOR OPERATION AND NORMAL MAINTENANCE OF PRODUCTS AND

EQUIPMENT. COMPLY WITH GENERAL REQUIREMENTS.

E. MANUFACTURER'S INSTRUCTIONS: PREPARE WRITTEN OR PUBLISHED INFORMATION

THAT DOCUMENTS MANUFACTURER'S RECOMMENDATIONS, GUIDELINES, AND

PROCEDURES FOR INSTALLING ORZEZ E OPERATING A PRODUCT OR EQUIPMENT.

INCLUDE NAME OF PRODUCT AND NAME, ADDRESS, AND TELEPHONE NUMBER OF

MANUFACTURER. INCLUDE THE FOLLOWING, AS APPLICABLE:

1. PREPARATION OF SUBSTRATES.

2. RECOMMENDATIONS FOR CLEANING AND PROTECTION.

F. MANUFACTURER'S FIELD REPORTS: PREPARE WRITTEN INFORMATION DOCUMENTING

FACTORY-AUTHORIZED SERVICE REPRESENTATIVE'S TESTS AND INSPECTIONS. INCLUDE

THE FOLLOWING, AS APPLICABLE:

1. NAME, ADDRESS, AND TELEPHONE NUMBER OF FACTORY-AUTHORIZED SERVICE

REPRESENTATIVE MAKING REPORT.

2. STATEMENT ON CONDITION OF SUBSTRATES AND THEIR ACCEPTABILITY FOR

INSTALLATION OF PRODUCT.

3. STATEMENT THAT PRODUCTS AT PROJECT SITE COMPLY WITH REQUIREMENTS.

4. SUMMARY OF INSTALLATION PROCEDURES BEING FOLLOWED, WHETHER THEY

COMPLY WITH REQUIREMENTS AND, IF NOT, WHAT CORRECTIVE ACTION WAS TAKEN.

5. RESULTS OF OPERATIONAL AND OTHER TESTS AND A STATEMENT OF WHETHER

OBSERVED PERFORMANCE COMPLIES WITH REQUIREMENTS.

6. STATEMENT WHETHER CONDITIONS, PRODUCTS, AND INSTALLATION WILL AFFECT

WARRANTY.

G. INSURANCE CERTIFICATES AND BONDS: PREPARE WRITTEN INFORMATION INDICATING

CURRENT STATUS OF INSURANCE OR BONDING COVERAGE. INCLUDE NAME OF ENTITY

COVERED BY INSURANCE OR BOND, LIMITS OF COVERAGE, AMOUNTS OF DEDUCTIBLES,

IF ANY, AND TERM OF THE COVERAGE.

H. MONTHLY PROGRESS REPORT: REPORT SHALL INCLUDE THE FOLLOWING:

1. SCHEDULE OF PLANNING WITH UPDATES AND CURRENT SITUATION AT THE DATE OF

REPORT PREPARATION.

2. UPDATED CASHFLOW.

3. SUBMITTALS LOG.

4. CONSTRUCTION PROGRESS PHOTOGRAPHS

5. DAILY REPORTS

6. VARIATION ORDERS.

7. PAYMENT CERTIFICATES.

8. LIST OF PROBLEMS FACED ON SITE.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE WITH THE CONTRACT

DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL

STAMP BEFORE SUBMITTING TO ARCHITECT/ENGINEER.

B. APPROVAL STAMP: STAMP EACH SUBMITTAL WITH A UNIFORM, APPROVAL STAMP.

INCLUDE PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION

TITLE AND NUMBER, NAME OF REVIEWER, DATE OF CONTRACTOR'S APPROVAL, AND

STATEMENT CERTIFYING THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND

APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS.

3.2 ARCHITECT'S/ENGINEER'S ACTION

A. GENERAL: ARCHITECT/ENGINEER WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR

CONTRACTOR'S APPROVAL STAMP AND WILL RETURN THEM WITHOUT ACTION.

B. ACTION SUBMITTALS: ARCHITECT/ENGINEER WILL REVIEW EACH SUBMITTAL, MAKE

MARKS TO INDICATE CORRECTIONS OR MODIFICATIONS REQUIRED, AND RETURN IT.

ARCHITECT/ENGINEER WILL ATTACH A COVER LETTER TO EACH SUBMITTAL INDICATING

AN ACTION TO BE TAKEN, AS FOLLOWS:

1. APPROVED

2. APPROVED AS NOTED

3. REVISE RESUBMIT

4. REJECTED - RESUBMIT

C. INFORMATIONAL SUBMITTALS: ARCHITECT/ENGINEER WILL REVIEW EACH SUBMITTAL

AND WILL NOT RETURN IT, OR WILL REJECT AND RETURN IT IF IT DOES NOT COMPLY WITH

REQUIREMENTS. ARCHITECT/ENGINEER WILL FORWARD EACH SUBMITTAL TO

APPROPRIATE PARTY.

D. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS WILL NOT BE REVIEWED

AND MAY BE DISCARDED.

01 10 00 - GENERAL REQUIREMENTS 01 33 00 SUBMITTAL PROCEDURES

Tsark Architecture, LLC 1600 Sarno Rd., Suite 212

Melbourne, FL 32935

(321) 241-6378

Lic #: AA26003779

REVIEW SET

Shad L. Traylor

AR 93039

DATE

PERMIT SET

BID SET

CONSTRUCTION SET

AS BUILT

APPROVED:

SHEET NO.:

CHECKED:

DRAWN:

REVISIONS

4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988

DDC PROJECT NO.:

2026 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.ãCOPYRIGHT

26625A

DESCRIPTIONNO. DATE

26030.01

AUGUST 10, 2026

M

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BO

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NE

O

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DO

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IO

NA

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1. THE ENGINEER HAS PREPARED THIS SET OF CONTRACT DOCUMENTS BASED ON

VISUAL INSPECTION OF THE EXISTING PREMISES AND ON INFORMATION PROVIDED BY

THE OWNER.

2. IN THE EVENT OF A DISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE

PREVAILING ORDER SHALL BE:

A. CONTRACT FOR CONSTRUCTION

B. GENERAL REQUIREMENTS

C. SPECIAL REQUIREMENTS

D. OWNER'S PUBLISHED DESIGN STANDARDS, IF APPLICABLE

E. SPECIFICATIONS

F. DETAILS ON DRAWINGS

G. PLAN DRAWINGS

3. THE CONTRACTOR SHALL PROVIDE ALL WORK NECESSARY TO ENSURE A

FUNCTIONAL FACILITY UPON COMPLETION OF THE PROJECT.

4. ALL DIMENSIONS GOVERNED BY EXISTING CONDITIONS ARE APPROXIMATE. ALL SUCH

DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERAL

CONTRACTOR PRIOR TO PROCEEDING WITH ANY WORK. SHOULD CONDITIONS OR

DIMENSIONS VARY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER BEFORE PROCEEDING. USE FIGURED DIMENSIONS. DO NOT SCALE

DRAWINGS. WHERE DIMENSIONS ARE SHOWN WITH A "±", ADJUSTMENTS MAY BE

MADE TO SUIT FIELD CONDITIONS.

5. TO ESTABLISH THE COMPREHENSIVE SCOPE OF WORK AND TO ASSURE

COORDINATION WITH OTHER TRADES, EACH SUBCONTRACTOR SHALL COMPLETELY

REVIEW THE PLANS, NOT ONLY FOR HIS OR HER RESPECTIVE TRADE, BUT FOR THE

WORK OF OTHER TRADES AS WELL. THE DOCUMENTS ARE INTERDEPENDENT. ONCE

THE CONTRACTOR OR SUBCONTRACTOR HAS COMMENCED WITH HIS WORK, IT SHALL

BE ASSUMED THAT HE HAS ACCEPTED THE CONDITIONS IN THE FIELD TO BE

CORRECT AND RIGHT FOR THE INSTALLATION OF HIS WORK.

6. ALL SUBCONTRACTORS FOR DEMOLITION AND REMEDIATION SHALL BE LICENSED TO

OPERATE IN BREVARD COUNTY, FLORIDA.

7. ALL SUBCONTRACTORS SHALL BE LICENSED TO OPERATE IN BREVARD COUNTY,

FLORIDA.

8. OWNER SHALL RETAIN ALL SAVAGE RIGHTS UNTIL THE RIGHTS ARE RELEASED BY

THE OWNER.

9. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE ENVIRONMENTAL

PROTECTION AGENCY, STATE AND LOCAL ENVIRONMENTAL LAWS AND REGULATIONS.

THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.

PERMITS SHALL BE POSTED AT THE JOBSITE.

10. CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE FLORIDA

BUILDING CODE.

11. NO ASBESTOS CONTAINING BUILDING MATERIALS MAY BE USED DURING

CONSTRUCTION.

12. CONTRACTOR SHALL WARRANT THE PROJECT AREA FOR A TERM OF ONE YEAR FROM

THE DATE OF SUBSTANTIAL COMPLETION OF THE ENTIRE PROJECT, REGARDLESS OF

PARTIAL OCCUPANCY.

13. PROVIDE PRODUCTS HAVING "ENERGY STAR" CERTIFICATIONS WHEN AVAILABLE.

14. CONTRACTOR SHALL PROVIDE A CONSTRUCTION ACCESS AND STAGING AREA PLAN

FOR OWNER'S APPROVAL.

15. THE PROJECT SHALL HAVE FULL TIME, CONSTRUCTION REPRESENTATION DURING

ALL HOURS OF OPERATION. THIS REPRESENTATION CAN BE IN THE FORM OF A

PROJECT MANAGER OR SUPERINTENDENT.

16. CONTRACTOR SHALL PROVIDE A SAFETY BARRIER TO PREVENT INTERACTIONS

BETWEEN THE PUBLIC AND THE JOBSITE.

17. WORKING HOURS SHALL BE COORDINATED WITH, AND APPROVED BY, THE OWNER.

18. PROGRESS PAYMENTS ARE TO BE SUBMITTED MONTHLY.

19. A SCHEDULE OF VALUES SHALL BE SUBMITTED AND APPROVED PRIOR TO THE INITIAL

PAY REQUEST.

20. A DAILY REPORT IS TO BE KEPT BY THE CONTRACTOR AND A WEEKLY REPORT IS TO

BE SUBMITTED TO THE OWNER'S REPRESENTATIVE SHOWING THE CURRENT

PROJECT STATUS, TWO WEEK LOOK-AHEAD, ISSUES AND PROBLEMS, PERMIT STATUS

AND PERCENT COMPLETE.

21. ALL TRAINING VIDEOS SHALL BE DIGITALLY RECORDED AND SUBMITTED TO THE

OWNER.

22. COORDINATION MEETINGS SHALL HAVE AN AGENDA PREPARED BY AND MEETING

MINUTES TAKEN BY THE CONTRACTOR.

23. CONTRACTOR IS TO HOLD WEEKLY COORDINATION MEETINGS, INVITING BOTH THE

OWNER'S REPRESENTATIVE AND THE ARCHITECT.

24. THE CONSTRUCTION SCHEDULE WILL BE UPDATED MONTHLY AT EACH PAY REQUEST

AND BE REVIEWED AT THAT TIME AS A CONDITION OF THE PAY APPLICATION.

25. ALL SUBSTITUTION REQUESTS FROM THE CONTRACTOR SHALL BE REVIEWED BY THE

ARCHITECT AND ACCEPTED/REJECTED BY THE OWNER'S REPRESENTATIVE, BASED

ON THE ENGINEER'S RECOMMENDATION, PRIOR TO INCORPORATION IN THE WORK.

26. FLORIDA PRODUCT APPROVAL NUMBERS SHALL BE SUBMITTED BY THE CONTRACTOR

FOR BUILDING COMPONENTS SUCH AS EXTERIOR DOORS, WINDOWS, PANELS,

ROOFING PRODUCTS, SHUTTERS, SKYLIGHTS, LOUVERS, AND OTHER PRODUCTS

COMPRISING THE BUILDING ENVELOPE.

27. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL MAKE

EVERY EFFORT TO ENSURE THE BUILDING REMAIN IN DRIED-IN CONDITION AND

PREVENT UNLAWFUL ENTRY INTO THE CONSTRUCTION SITE.

28. CONTRACTOR TO PROVIDE FINAL CLEANING. THE OWNER RESERVES THE RIGHT TO

PROVIDE CLEANING SERVICES WHEN CLEAN-UP HAS NOT BEEN PROVIDED TO THE

SATISFACTION OF THE OWNER. ASSOCIATED COSTS WILL BE DEDUCTED FROM THE

CONTRACTOR'S FINAL PAYMENT.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH AND

COORDINATION OF MATERIALS TESTING AS PART OF QUALITY ASSURANCE. THE

TESTING AGENCY IS TO COPY THE OWNER AND THE ARCHITECT ON ALL REPORTS.

30. THE CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL BE IN THE FORM OF A CPM

TYPE SCHEDULE USING PRIMAVERA SOFTWARE (P3 OR SURETRACK). A LINEAR BAR

CHART SCHEDULE MAY BE ACCEPTABLE FOR SHORT DURATION PROJECTS AT THE

OWNER'S DISCRETION.

31. ALL MATERIAL SAFETY DATA SHEETS ON ANY HAZARDOUS PRODUCT SHALL BE KEPT

ON FILE AT JOBSITE, AND INCLUDED IN CLOSE-OUT DOCUMENTATION.

32. CONTRACTOR IS TO PROVIDE A PROJECT CONSTRUCTION SIGN OF

WATER-RESISTANT CONSTRUCTION. COPY AND DESIGN OF THE CONSTRUCTION SIGN

SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND

ARCHITECT. NO OTHER MARKETING SIGNAGE WILL BE PERMITTED.

33. FINAL SUBMITTAL SHALL INCLUDE TWO PRINTED COPIES AND ONE ELECTRONIC COPY

OF THE OPERATION AND MAINTENANCE DATA BINDERS FOR THE OWNER'S USE THAT

NOTES CONTRACTOR LISTINGS, PRODUCTS, AND WARRANTY INFORMATION.

34. ALL SHELVING, CABINETRY AND CASEWORK SHALL HAVE 2x WOOD BLOCKING AND/OR

PLYWOOD BACKER BOARD SUPPORT AS REQUIRED

35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING LADDERS OR OTHER MEANS OF

ACCESS TO THE AUTHORITY HAVING JURISDICTION (AHJ), ARCHITECT, ENGINEER,

AND OWNER FOR REQUIRED OBSERVATIONS AND INSPECTIONS.

36. THE QUANTITY OF SUBMITTALS THAT WILL BE REQUIRED FOR THE PROJECT

INCLUDING THE NUMBER OF SAMPLES, PRODUCT DATA AND SHOP DRAWINGS

REQUIRED TO BE DETERMINED.

37. ALL EXITS SHALL COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR LEVEL ENTRY;

SEE FBC, ACCESSIBILITY, SECTION 303; CHANGES IN LEVEL.

38. CONTRACTORS SHALL INCLUDE FOUR PRINTED COPIES OF THE RECORD DRAWINGS

ALONG WITH ONE ELECTRONIC AUTOCAD COPY WITH CLOSE-OUT DOCUMENTATION.

39. CONSTRUCTION OF WORK INDICATED ON THE DRAWINGS AS (N.I.C.) IS NOT IN

CONTRACT.

40. ALL WORK SHALL BE OF BEST PRACTICE OF EACH TRADE.

41. WHERE GYPSUM BOARD LAYERS DIFFER BETWEEN TWO ADJOINING WALLS, MAINTAIN

A CONTINUOUS FINISH OF WALL.

42. ELECTROLYTIC PROTECTION SHALL BE PROVIDED BETWEEN DISSIMILAR METALS

WHENEVER THE TWO ARE IN CONTACT.

43. DETAILS NOT SHOWN ARE SIMILAR IN NATURE TO THOSE DETAILED. WHERE SPECIFIC

DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT

ENGINEER BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAILS APPLY AT ALL

SIMILAR CONDITIONS WHETHER CROSS REFERENCED OR NOT.

44. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS

AND FOUNDATIONS, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT

PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE SHALL BE SEALED

W/ BACKER ROD AND SEALANT IF REQUIRED, FLASHED OR WEATHER-STRIPPED AS

REQUIRED FOR COMPATIBILITY WITH ADJACENT MATERIALS TO ELIMINATE AIR

LEAKAGE AND WATER INFILTRATION, AND TO MEET THE REQUIREMENTS OF THE

FLORIDA MODEL ENERGY CODE AS APPLICABLE.

45. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH

APPLICABLE CODES. WOOD BLOCKING IN CONTACT WITH CONCRETE OR MASONRY

SHALL BE PRESSURE TREATED.

46. CONTRACTOR TO INCLUDE FOUR PRINTED COPIES OF THE RECORD DRAWINGS

ALONG WITH ONE ELECTRONIC COPY ON CD ROM.

47. PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS

REQUIRED BY APPLICABLE CODES.

48. PROVIDE AND INSTALL ALL STIFFENERS, BRACINGS, BACK-UP PLATES AND

SUPPORTING BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION AND

REQUIRED MINIMUM LATERAL FORCE OF ALL PARTITIONS AND ALL WALL MOUNTED

OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT IN

ACCORDANCE WITH APPLICABLE CODES.

49. CEILING HEIGHT DIMENSIONS ARE FROM DESIGNATED FINISHED FLOOR SURFACE TO

FINISHED CEILING SURFACES UNLESS NOTED OTHERWISE.

50. LIGHT FIXTURE COLOR SELECTIONS SHALL BE BY THE ARCHITECT, AND EXPRESSLY

RECEIVED IN WRITING FROM THE ARCHITECT. APPROVAL OF SUBMITTALS BY THE

ELECTRICAL ENGINEER IS NOT AN APPROVAL OF THE LIGHT FIXTURE COLOR

SELECTION.

51. THESE DRAWINGS, SPECIFICATIONS, AND ANY ADDENDA SHALL BE THE BASIS FOR

THE CONTRACT FOR CONSTRUCTION BETWEEN THE GENERAL CONTRACTOR AND

THE OWNER. THE RESPONSIBILITIES OF THE OWNER, ARCHITECT, AND GENERAL

CONTRACTOR SHALL BE AS DESCRIBED IN AIA DOCUMENT A201-2017 - GENERAL

CONDITIONS OF THE CONTRACT FOR CONSTRUCTION.

52. PROJECT TO BE COMPLIANT WITH ICD 705 AND TEMPEST RECOMMENDATIONS.

MISCELLANEOUS SPECIFICATIONS

DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

PART 1 GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1.FRAMING WITH DIMENSION LUMBER.

2.WOOD BLOCKING AND NAILERS.

1.2 ACTION SUBMITTALS

A. PRODUCT DATA: FOR EACH TYPE OF PROCESS AND FACTORY-FABRICATED PRODUCT.

1.INCLUDE DATA FOR WOOD-PRESERVATIVE TREATMENT FROM CHEMICAL TREATMENT MANUF. AND

CERTIFICATION BY TREATING PLANT THAT TREATED MATERIALS COMPLY WITH REQUIREMENTS

1.3 INFORMATIONAL SUBMITTALS

A. MATERIAL CERTIFICATES: FOR DIMENSION LUMBER SPECIFIED TO COMPLY WITH MINIMUM

ALLOWABLE UNIT STRESSES. INDICATE SPECIES AND GRADE SELECTED FOR EACH USE AND

DESIGN VALUES APPROVED BY THE ALSC BOARD OF REVIEW.

B. EVALUATION REPORTS: FOR THE FOLLOWING, FROM ICC-ES:

1.WOOD-PRESERVATIVE-TREATED WOOD.

2.POWER-DRIVEN FASTENERS.

3.POWDER-ACTUATED FASTENERS.

4. EXPANSION ANCHORS.

PART 2 PRODUCTS

2.1 WOOD-PRESERVATIVE-TREATED LUMBER

A. PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA U1; USE CATEGORY UC2 FOR INT.

CONSTRUCTION NOT IN CONTACT WITH THE GROUND, USE CATEGORY UC3B FOR EXT.

CONSTRUCTION NOT IN CONTACT WITH THE GROUND, AND USE CATEGORY UC4A FOR ITEMS IN

CONTACT W/ THE GROUND.

1.PRESERVATIVE CHEMICALS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND

CONTAINING NO ARSENIC OR CHROMIUM.

B. KILN-DRY LUMBER AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. DO

NOT USE MATERIAL THAT IS WARPED OR THAT DOES NOT COMPLY W/ REQUIREMENTS FOR

UNTREATED MATERIAL.

C. MARK LUMBER WITH TREATMENT QUALITY MARK OF AN INSPECTION AGENCY APPROVED BY THE

ALSC BOARD OF REVIEW.

D. APPLICATION: TREAT ITEMS INDICATED ON DRAWINGS, AND THE FOLLOWING:

1.WOOD CANTS, NAILERS, CURBS, EQUIPMENT SUPPORT BASES, BLOCKING, STRIPPING, AND

SIMILAR MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND

WATERPROOFING.

2.5 FASTENERS

A. GENERAL: PROVIDE FASTENERS OF SIZE AND TYPE INDICATED THAT COMPLY WITH REQUIREMENTS

SPECIFIED IN THIS ARTICLE FOR MATERIAL AND MANUFACTURE.

1.WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT,

PRESSURE-PRESERVATIVE TREATED, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE

FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH ASTM A 153/A 153M.

B. POWER-DRIVEN FASTENERS: NES NER-272.

C. BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A; WITH ASTM A 563 HEX NUTS AND, WHERE INDICATED, FLAT WASHERS.

2.6 METAL FRAMING ANCHORS

A. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT

INDICATED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING:

1.SIMPSON STRONG-TIE CO., INC.

2.OR EQUAL

B. ALLOWABLE DESIGN LOADS: PROVIDE PRODUCTS WITH ALLOWABLE DESIGN LOADS, AS PUBLISHED

BY MANUFACTURER, THAT MEET OR EXCEED THOSE OF BASIS-OF-DESIGN PRODUCTS.

MANUFACTURER'S PUBLISHED VALUES SHALL BE DETERMINED FROM EMPIRICAL DATA OR BY

RATIONAL ENGINEERING ANALYSIS AND DEMONSTRATED BY COMPREHENSIVE TESTING

PERFORMED BY A QUALIFIED INDEPENDENT TESTING AGENCY.

C. HOT-DIP, HEAVY-GALVANIZED STEEL SHEET: ASTM A 653/A 653M; STRUCTURAL STEEL (SS), HIGH-

STRENGTH LOW-ALLOY STEEL TYPE A (HSLAS TYPE A), OR HIGH-STRENGTH LOW-ALLOY STEEL

TYPE B (HSLAS TYPE B); G185 COATING DESIGNATION; AND NOT LESS THAN 0.036 INCH THICK.

1.USE FOR WOOD-PRESERVATIVE-TREATED LUMBER AND WHERE INDICATED.

PART 3 EXECUTION

3.1 INSTALLATION, GENERAL

A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE AS

NEEDED FOR ACCURATE FIT. LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO COMPLY

WITH REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION.

B. FRAMING STANDARD: COMPLY WITH AF&PA'S WCD 1, "DETAILS FOR CONVENTIONAL WOOD FRAME

CONSTRUCTION," UNLESS OTHERWISE INDICATED.

C. COMPLY WITH AWPA M4 FOR APPLYING FIELD TREATMENT TO CUT SURFACES OF

PRESERVATIVE-TREATED LUMBER.

D. WHERE WOOD-PRESERVATIVE-TREATED LUMBER IS INSTALLED ADJACENT TO METAL DECKING, INSTALL CONTINUOUS FLEXIBLE FLASHING SEPARATOR BETWEEN WOOD AND METAL DECKING.

DIVISION 7 - THERMAL PROTECTION

07 62 00 SHEET METAL FLASHING AND TRIM

1.METAL FLASHINGS: FURNISH AND INSTALL 0.0400" ALUMINUM OR 22 GAUGE STAINLESS STEEL

FLASHING MATERIALS WHERE NOTED OR DETAILED OR REQUIRED TO PROVIDE LEAK-FREE

TRANSITION OF MATERIALS.

2.FLASHING GAUGE AND ATTACHMENT SHALL COMPLY WITH FBC (LATEST EDITION) TEST PROTOCOL

MANUAL (RAS-111).

DIVISION 9 - FINISHES

09 21 16 INTERIOR FRAME WALLS

A. INSTALLATION OF GYPSUM WALL BOARD ASSEMBLIES AND PLASTERING PER ASTM C 840 & GA-216.

B. PRODUCTS FOR NON-LOAD BEARING PARTITION WALLS SHALL BE METAL FRAMING AS

MANUFACTURED BE CLARK DIETRICH OR APPROVED EQUAL.

C. FURNISH AND INSTALL NEW LIGHT GAUGE METAL FRAMING AS INDICATED ON PARTITION TYPES.

D. FURNISH AND INSTALL 5/8" THICK STANDARD, MOISTURE RESISTANT, FIRE RATED (TYPE X) OR

ABUSIVE RESISTANT GYPSUM WALLBOARD AND ACCESSORIES AS DETAILED AND REQUIRED TO

PROVIDE A COMPLETED WORK PRODUCT INCLUDING CORNER BEADS, 'J' BEAD EDGES, ETC.

E. TAPE AND MUD TO RECEIVE A LEVEL 4 FINISH FOR PAINTED GYPSUM WALLS.

09 65 13 VINYL WALL BASE

A. MANUFACTURERS: PROVIDE VINYL BASE AND ACCESSORIES AS PRODUCED BY A SINGLE

MANUFACTURER, INCLUDING RECOMMENDED PRIMERS, ADHESIVES, AND SEALANTS.

B. PROVIDE VINYL BASE COMPLYING WITH FS SS-W-40, TYPE II, WITH FILED FORMED CORNERS AND AS

FOLLOWS:

1.HEIGHT: 4" (UNLESS NOTED OTHERWISE)

2.THICKNESS: 1/8"

3.STYLE: STANDARD FIELD CUT CORNERS.

4. FINISH: MATTE

5.COLOR: TO BE SELECTED BY OWNER FROM MANUFACTURER'S STANDARD RANGE.

MANUFACTURERS WITH A LIMITED COLOR RANGE MAY BE SUBJECT TO REJECTION.

C. ADHESIVES (CEMENTS): WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING

MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS.

D. INSTALLATION: CLEAN ALL SURFACES AS RECOMMENDED BY VINYL BASE MANUFACTURER AND FILL

SMALL CRACKS, HOLES, AND DEPRESSIONS IN WALLS.

1.INSTALL VINYL BASE USING METHOD INDICATED IN STRICT COMPLIANCE WITH MANUFACTURER'S

PRINTED INSTRUCTIONS. EXTEND VINYL BASE INTO TOE SPACES, CLOSETS AND SIMILAR

OPENINGS. USE FIELD CUT CORNERS THROUGHOUT.

2.ADHERE TO WALL SUBSTRATES USING FULL SPREAD OF ADHESIVE APPLIED IN COMPLIANCE WITH

MANUFACTURER'S DIRECTIONS.

3.IN APPLICATIONS WHERE NO FLOOR BASE IS TO BE INSTALLED, PROVIDE A 1/8" UNIFORM BEAD OF

TRAFFIC RESISTANT CAULK/SEALANT ALONG THE PERIMETER OF THE INSTALLATION.

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

A. PROVIDE THE FOLLOWING NEW EXTINGUISHERS, BRACKETS THROUGHOUT PROJECT WHERE

IDENTIFIED ON THE LIFE SAFETY PLAN.

B. BASIS OF DESIGN SHALL BE J.L. INDUSTRIES, 10 POUND, 2A:10B:C FOR MULTI-PURPOSE USE, CLASS A, B, AND C FIRES.

C. NEW BRACKETS SHALL BE A STRAP HELD LEDGER TYPE HANGER.

MISCELLANEOUS SPECIFICATIONS CONT.

6" MAX.8" MIN.

17" - 19"

48" MIN.

" M

IN

9" M

IN

" M

IN

" M

AX

5" MIN. 15" MIN.

(N)

10" MAX.

" M

AX

" M

AX

" M

AX

" M

AX

> 10"-24" MAX.

(A) (B)

10" MAX.

" M

AX

" M

IN

" M

AX

" M

AX

>20"-25" MAX.20" MAX.

(A) (B)

" M

IN

" M

AX

OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED

SIDE REACH

UNOBSTRUCTED

FORWARD REACH

OBSTRUCTED HIGH FORWARD REACH

(B)

PLAN

" M

IN

25" MAX.

11" MIN.

" M

IN

8" MIN.

9" MIN.

(A)

ELEVATION

6" MIN.

KNEE AND TOE CLEARANCE

(C)

(C)

RETURN RAILING TO WALL

SWITCHES / THERMOSTAT

RECEPTACLE

HOT WATER SUPPLY & DRAIN LINES SHALL BE FULLY

INSULATED OR COVERED W/ A REMOVABLE,

NON-METALLIC BAFFLE WHEN HOT WATER TEMP.

FLOOR LINE

DIRECTION OF TRAVEL

(30" C.F.S. PERP.

TO WALL)

48" MIN. CLEAR

VISIBLE HALL SIGNALS

MIN.

3'-0"

MIN.

2'-8"

(B)

T-SHAPED SPACE FOR 180° TURNS

30° MAX

RADIUS 1/2"

MAX.

(A)

RADIUS OF TREAD EDGE

(TYP. FOR ALL PROFILES)

1 1/2" MAX.

(B)

ANGLED RISER

1 1/2" MAX.

CL

(C)

CURVED NOSING

STAIR

PROTECT SHADED AREA

FROM CROSS

TRAFFIC

(D)

BEVELED NOSING

CL

B

A

CL

MIN.

2'-8"

MIN.

3'-0"

CANE DETECTION

AREA

6" 8"

17" MIN.

48" MIN. CLEAR

60" MIN.

(A)

60 INCH

DIAMETER

SPACE

12" MIN. 36" MIN.

SHADED AREA DENOTES KNEE & TOE

SPACE REQ'D. @ ACCESSIBLE LAV.

DIRECTION OF TRAVEL

FLOOR LINE

DASHED LINE DENOTES MAX. SIZE OF

MOUNTING BRACKETS FROM REMOVABLE

PROTECTION & APPEARANCCE PANEL

MIRROR

32" MIN.

FOLDING DOOR

32" MIN.

32" MIN.

4'-0"

2'-6"

(A)

WALL HUNG URINAL

GRAB BAR CROSS SECTION

(A) (B)

HINGED DOOR

12" MIN.

1 1/2" MIN.

12" MIN.

X X

12" MIN.

POCKET DOOR

2" MAX

13 1/2" MIN.

(A)

HANDRAILS & GRAB BARS

SIZING & SPACING

DIRECTION OF TRAVEL

DIRECTION

OF TRAVEL DIRECTION

OF TRAVEL

18" MIN.

36" MIN. 42" MIN. 24" MIN. 24" MIN.

DIRECTION

OF TRAVEL

DIRECTION

OF TRAVEL

6" MAX.

27" MAX.

CAN BE LOCATED ON ANY

WALL OF SHOWER

BACK WALL

27" MAX.

15" MAX.

5'-0"

15" MAX.

SIDE

WALL

BACK WALL

FRONT WALL

(A)

FRONT APPROACH, PULL SIDE

(B)

HINGE APPROACH, PULL SIDE

(C)

HINGE APPROACH, PULL SIDE

(D)

LATCH APPROACH, PULL SIDE

(E)

LATCH APPROACH, PULL SIDE

DOOR PROVIDED W/ CLOSER

(A)

WITHOUT SEAT

STANDARD ROLL-IN SHOWER

CONTROL LOCATION

DIRECTION OF TRAVEL

DIRECTION

OF TRAVEL

22" MIN. 22" MIN.

DIRECTION

OF TRAVEL

DIRECTION OF TRAVEL

DIRECTION

OF TRAVEL

12" MIN. 24" MIN.

0' - 2 1/2"

(F)

HINGE APPROACH, PUSH SIDE

(G)

HINGE APPROACH, PUSH SIDE

DOOR PROVIDED W/ BOTH CLOSER & LATCH

(H)

FRONT APPROACH, PUSH SIDE

(I)

FRONT APPROACH, PUSH SIDE

DOOR PROVIDED W/ BOTH CLOSER & LATCH

(G)

W SEAT/ GRAB BARS

(F)

TRANSFER TYPE SHOWER

CONTROL LOCATION

SIZE & CLEARANCE

(J)

LATCH APPROACH, PUSH SIDE

15" TO 16" MAX

60" MIN.

48" MIN.

(H)

SIZE & CLEARANCE

FRONT WALL

(I)

WITHOUT SEAT

ALTERNATE ROLL-IN SHOWER

CONTROL LOCATION

ACCESSIBLE 2'-3"

(J)

WITHOUT SEAT

GRAB BARS

SIDE

WALL

15" MAX. 36" MIN.

RANGE FOR

CONTROL

AREA

(B)

W/ SEAT

STANDARD ROLL-IN SHOWER

CONTROL LOCATION

6"

BACK WALL

1'-6"

60" HOSE

(C)

W/ SEAT

ALTERNATE ROLL-IN SHOWER

CONTROL LOCATION

BACK WALL

BACK WALL 6" MAX.

BACK WALL

6" MAX.

(D)

W/ SEAT

ALTERNATE ROLL-IN SHOWER

CONTROL LOCATION

3'-0" (E)

W SEAT/ GRAB BARS

ALTERNATE ROLL-IN SHOWER

CONTROL LOCATION

NOTE: INSIDE FINISHED DIMENSIONS MEASURED

AT THE CENTER POINTS OF OPPOSING SIDES.

SIZE & CLEARANCE

NON-ACCESSIBLE

SIDE WALL

RANGE FOR

CONTROL

AREA

6" MAX. CLEAR

(B)

STAIR HANDRAIL AT

BOTTOM

(C)

STAIR HANDRAIL AT TOP

(D)

RAMP HANDRAIL EXTENSIONS

" M

IN

" M

IN

1' -3

" M

AX

TO

P

O F

SW

IT

C H

M

AX

2'

-0

M

AX

4'

-0

M

AX

2'

-0

1/

2" M

IN

" M

IN

" M

IN

1/

2" M

IN

" M

IN

" M

IN

" M

IN

" M

IN

" M

AX

" M

IN

" M

IN

" M

IN

" M

IN

2' -6

" M

AX

" M

IN

4' -0

" M

IN

BA

C

K W

AL

L

" M

AX

9" M

IN

1/

2" M

IN

" M

IN

" M

AX

" M

AX

6"

SI

D E

W

AL

L

" M

IN

" M

IN

" M

AX

" M

AX

" T

.O . H

AN

D

R

AI

L

" M

AX

X

SI

D

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AL

L

" M

IN

0'

1/

2" M

AX

" M

AX

" M

AX

SE

AT

W

AL

L

C O

N

TR

O L

W

AL

L

" M

IN

" M

IN

5"

" T

.O . H

AN

D

R

AI

L

" 72

" M

IN

" M

AX

SI

D

E W

AL

L 6" M

AX

SI

D

E W

AL

L

SI

D

E W

AL

L

6" M

AX

SI

D

E W

AL

L

3' -0

SI

D

E W

AL

L

SI

D

E W

AL

L

6" M

AX

2' -6

1' -7

1' -6

" 38 " M

IN

" M

AX

. 6'

-6

" M

IN

" M

AX

.8"

.0°

2" M

AX

Ø 1 1/4" - 1 1/2"

NOTE: FBC 505.10.3 AT THE

BOTTOM OF A STAIR FLIGHT,

HANDRAILS EXTEND AT THE

SLOPE OF THE STAIR FLIGHT

FOR A HORIZONTAL

DISTANCE AT LEAST EQUAL

TO ONE TREAD DEPTH

BEYOND THE LAST RISER

NOSING.

NOTE: Y = MIN. HANDRAIL EXTENSION

OF 12" PLUS THE WIDTH OF ONE TREAD

THAT IS REQUIRED AT THE BOTTOM

RISER.

NOTE: INSIDE FINISHED DIMENSIONS

MEASURED AT THE CENTER POINTS OF

OPPOSING SIDES.

NOTE: PER FBC 1009.4.2., STAIR RISER HEIGHTS

SHALL BE 7" MAXIMUM & 4" MINIMUM. THE RISER

SHALL BE MEASURED VERTICALLY BETWEEN THE

LEADING EDGES OF ADJACENT TREADS.

RECTANGULAR TREAD DEPTHS SHALL BE 11" MIN. (12"

BBA STANDARD) MEASURED HORIZONTALLY

BETWEEN THE VERTICAL PLANES OF THE FOREMOST

PROJECTION OF ADJACENT TREADS & AT A RIGHT

ANGLE TO THE TREAD'S LEADING EDGE.

MANEUVERING CLEARANCE AT DOORS AND GATES

4" MAX

M

IN

. 2 7"

M

IN

. 8 0"

48" MIN. 48" MIN. 48" MIN.

(K) (L) (M)

HI-LO DRINKING FOUNTAIN

(SURFACE MOUNTED)

42" SPOUT

HEIGHT

36" SPOUT

HEIGHT

8" MIN.

11" MIN.

ELEVATION

" M

IN

9" M

IN

ADA ACCESSIBILITY GUIDELINES 3

SHOWERS

HANDRAILS DETAILS

STAIR DETAILS

EXCEEDS 120° F.

ALL WORK SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010), THE

CURRENT VERSION OF FLORIDA BUILDING CODE - ACCESSIBILITY, AND LOCAL ACCESSIBILITY

REGULATIONS TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING:

1. THE INTERNATIONAL SYMBOL FOR ACCESSIBILITY SHALL BE LOCATED ALONGSIDE THE

DOOR AT THE LATCH SIDE OF ALL ACCESSIBLE RESTROOM FACILITIES.

2. WATER CLOSETS SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND

ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO

18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. THE SEAT HEIGHT OF A

WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19

INCHES MAXIMUM MEASURED FROM THE TOP OF THE SEAT. SEATS SHALL NOT BE

SPRUNG TO RETURN TO A LIFTED POSITION.

3. ACCESSIBLE URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE

RIM 17 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE

13-1/2 INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM

TO THE BACK OF THE FIXTURE. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF

THE ACCESSIBLE URINAL.

4. LAVATORIES SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR

COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR WITH A

CLEARANCE OF 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON. SPACE UNDER

A LAVATORY BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR

GROUND SHALL BE CONSIDERED KNEE CLEARANCE. KNEE CLEARANCE SHALL EXTEND

25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISH FLOOR AND 8

INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR. SPACE UNDER A

LAVATORY BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH

FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. TO CLEARANCE SHALL

EXTEND 25 INCHES MAXIMUM AND 17 INCHES MINIMUM UNDER A LAVATORY. KNEE

CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM.

5. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED

OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO

SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

6. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE

REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.

HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS

MINIMUM.

7. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH

THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE

FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR

COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING

SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

8. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED

FOR ANY FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED

TURNING SPACE.

9. GRAB BARS SHALL BE INSTALL IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36

INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING

SURFACE. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS

SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED

EDGES. GRAB BARS SHALL NOTE ROTATE WITHIN THEIR FITTINGS. ALLOWABLE

STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR

HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR,

FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE.

10. DRINKING FOUNTAINS SHALL BE PROVIDED WITH SPOUT OUTLETS AT 36 INCHES

MAXIMUM ABOVE THE FINISH FLOOR AND 38 INCHES MINIMUM AND 43 INCHES MAXIMUM

ABOVE THE FINISH FLOOR OR GROUND. THE SPOUT SHALL BE LOCATED 15 INCHES

MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE FRONT

EDGE OF THE UNIT, INCLUDING BUMPERS. THE SPOUT SHALL PROVIDE A FLOW OF

WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM FROM

THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED

HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE

LOCATED LESS THAN 3 INCHES OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER

STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3

INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE

WATER STREAM SHALL BE 15 DEGREES MAXIMUM.

11. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90

DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES

FROM THE LATCH IS 5 SECONDS MINIMUM.

12. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE

APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING

OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE 5 POUNDS MAXIMUM.

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS

OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED

POSITION.

13. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE

ALARMS COMPLYING WITH NFPA 72 AND ANSI A117.1, EXCEPT THAT THE MAXIMUM

ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH

SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) SHALL HAVE A SOUND LEVEL NO MORE

THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE.

14. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT.

CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.

CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM

SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

15. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES AT

DOORS SHALL COMPLY WITH NOTE 15. CHANGES IN LEVEL ARE NOT PERMITTED, WITH

THE FOLLOWING EXCEPTIONS:

A. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.

B. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH NOTE 16 SHALL BE

PERMITTED.

16. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM.

ACCESSIBILITY NOTES

Tsark Architecture, LLC 1600 Sarno Rd., Suite 212

Melbourne, FL 32935

(321) 241-6378

Lic #: AA26003779

REVIEW SET

Shad L. Traylor

AR 93039

DATE

PERMIT SET

BID SET

CONSTRUCTION SET

AS BUILT

APPROVED:

SHEET NO.:

CHECKED:

DRAWN:

REVISIONS

4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988

DDC PROJECT NO.:

2026 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.ãCOPYRIGHT

26625A

DESCRIPTIONNO. DATE

26030.01

AUGUST 10, 2026

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BID SET

NOT FOR

CONSTRUCTION

G003

CW

ST

ST

AC

CE

SS

IB

IL

IT

Y

1 3

B

2 4

A

1H R

1H R

1H R

1H R

1H R

1H R

1H R

1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR 1HR

1HR 1HR 1HR 1HR 1HR

1HR

1HR

1HR

1HR

1HR

1H R

1H R

1H R

TR

AV

EL

D

IS

TA

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E:

0' -0

F.E

FD

CO

FDFD

FD

CO

REMOVE AND

REPLACE

LIFE SAFETY PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

NEW CMU CONSTRUCTION

1-HOUR FIRE RATING

PRIMARY EXIT OR EXIT ACCESS

INDICATES EXIT ACCESS TRAVEL DISTANCE (FEET)

INDICATES EXIT SIGN (REFERENCE ELECTRICAL)

INDICATES EMERGENCY LIGHTS (REFERENCE ELECTRICAL)

1HR

Tsark Architecture, LLC 1600 Sarno Rd., Suite 212

Melbourne, FL 32935

(321) 241-6378

Lic #: AA26003779

REVIEW SET

Shad L. Traylor

AR 93039

DATE

PERMIT SET

BID SET

CONSTRUCTION SET

AS BUILT

APPROVED:

SHEET NO.:

CHECKED:

DRAWN:

REVISIONS

4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988

DDC PROJECT NO.:

2026 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.ãCOPYRIGHT

26625A

DESCRIPTIONNO. DATE

26030.01

AUGUST 10, 2026

M

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: 5

BID SET

NOT FOR

CONSTRUCTION

ST

ST

CW

A100

LI

FE

S

AF

ET

Y

1/4" = 1'-0"

80 16

LIFE SAFETY PLAN1

D101

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXISTING JOCKEY PUMP

AutoCAD SHX Text

JOCKEY PUMP

AutoCAD SHX Text

EXISTING DIESEL FIRE PUMP

AutoCAD SHX Text

CONTROLLER

AutoCAD SHX Text

FIRE PUMP

AutoCAD SHX Text

CONTROLLER

AutoCAD SHX Text

DECOMMISSIONED U.G. SUPPLY LINE

AutoCAD SHX Text

TO EXISTING SYSTEMS

AutoCAD SHX Text

EXISTING BATTERY PACK

AutoCAD SHX Text

4" TO F.D.C.

AutoCAD SHX Text

8" PRESSURE RELIEF VALVE DRAIN ASSEMBLY

AutoCAD SHX Text

6" TO PUMP TEST HEADER

AutoCAD SHX Text

EXISTING 8" FIRE SUPPLY U.G.

AutoCAD SHX Text

EXISTING PRESSURE RELIEF VALVE

AutoCAD SHX Text

EXISTING O.S.&Y

AutoCAD SHX Text

DECOMMISSIONED U.G. SUPPLY LINE

AutoCAD SHX Text

FUEL SUPPLY LINE

AutoCAD SHX Text

FUEL RETURN LINE

AutoCAD SHX Text

4" VENT

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

EXIT

EXIT

AREA OF SLAB

TO REMAIN

REMOVE AND

REPLACE

EXISTING DOOR

Tsark Architecture, LLC 1600 Sarno Rd., Suite 212

Melbourne, FL 32935

(321) 241-6378

Lic #: AA26003779

REVIEW SET

Shad L. Traylor

AR 93039

DATE

PERMIT SET

BID SET

CONSTRUCTION SET

AS BUILT

APPROVED:

SHEET NO.:

CHECKED:

DRAWN:

REVISIONS

4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988

DDC PROJECT NO.:

2026 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.ãCOPYRIGHT

26625A

DESCRIPTIONNO. DATE

26030.01

AUGUST 10, 2026

M

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: 5

BID SET

NOT FOR

CONSTRUCTION

ST

ST

CW

D101

KEY PLAN

N.T.S.4

1/4" = 1'-0"

80 16

FIRST FLOOR DEMOLITION PLAN1

D101

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO REMAIN

CONSTRUCTION TO BE REMOVED

DEMOLITION KEYNOTES

GENERAL NOTES

1. REFER TO BALANCE OF DRAWINGS FOR DETAILED DEMOLITION WORK NOT SHOWN ON

DEMOLITION PLANS.

2. DEMOLITION WORK SHOWN INDICATES MINIMUM OF WORK TO BE PERFORMED TO

ACCOMMODATE NEW CONSTRUCTION. COORDINATE LIMITS OF DEMOLITION WORK WITH

SCOPE OF NEW CONSTRUCTION.

3. PROVIDE DEMOLITION OF ITEMS REQUIRED TO FACILITATE NEW CONSTRUCTION.

4. REMOVE EXISTING WALLS AND PARTITIONS, WHERE INDICATED, IN THEIR ENTIRETY,

INCLUDING INCORPORATED DOORS, WINDOWS, BRACING, ACCESSORIES, ETC. AND

ATTACHED MISCELLANEOUS SIGNAGE, PLAQUES, CLOCKS, ETC.

5. REMOVE EXISTING DOORS, WINDOWS AND FRAMES, WHERE INDICATED, IN THEIR

ENTIRETY, INCLUDING ANCHORS AND ASSOCIATED HARDWARE. SEE SCHEDULE OF

OPENINGS FOR DOORS AND WINDOWS TO BE MODIFIED AND/OR RELOCATED.

6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SPECIFIC DEMOLITION

REQUIREMENTS RELATING TO THOSE TRADES.

7. PATCH AND REPAIR EXISTING CONSTRUCTION…