23-Combined Drawings - Public Works Version.pdf

Palm Bay City Hall Building "E" 3rd Floor Modifications

PROJECT SCOPE

FULL-SERVICE DESIGN FOR THE INTERIOR BUILD-OUT OF THE 12,149 SQ. FT. 3RD FLOOR

OF THE NEW CITY HALL ANNEX (BUILDING E) FOR PUBLIC WORKS.

PROJECT ADDRESS

120 MALABAR ROAD,

PALM BAY, FLORIDA 32907

OWNER

CITY OF PALM BAY - PARKS AND FACILITIES

GREG MINOR - PARKS AND FACILITIES DIRECTOR

1150 DEGROODT RD. SW,

PALM BAY, FLORIDA 32908

321-725-2778 Greg.Minor@PalmBayFlorida.org

ARCHITECT

GREGORY TSARK, AIA

TSARK ARCHITECTURE, LLC

1600 SARNO RD., SUITE 212

MELBOURNE, FL 32935

321-241-6378 Greg@Tsarkarchitecture.com

MECHANICAL ENGINEER

JIM MULLEN, PE

TLC ENGINEERING SOLUTIONS

7370 CABOT COURT

MELBOURNE, FLORIDA 32940

321-636-0274

JIM.MULLEN@TLC-ENG.COM

ELECTRICAL ENGINEER

STEPHEN COTTON, PE

TLC ENGINEERING SOLUTIONS

7370 CABOT COURT,

MELBOURNE, FLORIDA 32940

321-636-0274

STEPHEN.COTTON@TLC-ENG.COM

APPLICABLE CODES

FBC (2023) 8TH EDITION FLORIDA BUILDING CODE: BUILDING

FBC-EB (2023) 8TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING

FBC-A (2023) FLORIDA BUILDING CODE 8TH EDITION: ACCESSIBILITY

FBC-M (2023) FLORIDA BUILDING CODE 8TH EDITION: MECHANICAL

FBC-P (2023) FLORIDA BUILDING CODE 8TH EDITION: PLUMBING

FBC-ECC (2023) FLORIDA BUILDING CODE 8TH EDITION: ENERGY CONSERVATION

FBC-FG (2023) FLORIDA BUILDING CODE 8TH EDITION: FUEL GAS

FBC-TP (2023) FLORIDA BUILDING CODE 8TH EDITION: TEST PROTOCOLS HVHZ

FFPC (2021) FLORIDA FIRE PREVENTION CODE 8TH EDITION (W/ NFPA 101)

NFPA 10 (2018) STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA 13 (2019) STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

NFPA 70 (2020) NATIONAL ELECTRICAL CODE

COMPLIANCE STATEMENT

REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELIEVE

THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE APPLICABLE MINIMUM

CODES AND STANDARDS.

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.

ACCESSIBILITY NOTES

ALTERNATES

100% PERMIT SET

N

PROJECT LOCATION

KEY NOTE DESIGNATION

B1

101A

DOOR NUMBER

ROOM NUMBER

ROOM NAME

ON WHICH ELEVATION IS SHOWN

ELEVATION NUMBER/SHEET NUMBER

SHEET ON WHICH SECTION IS SHOWN

SECTION NUMBER

DRAWING NUMBER

A

P1

WINDOW DESIGNATION

ACCESSORY DESIGNATION

PARTITION TYPE DESIGNATION

WHICH DETAIL IS SHOWN

SURFACE SHOWN IN ELEVATION

DIRECTION OF CUTTING PLANE

EXTENT OF DETAIL

SHEET ON WHICH DRAWING IS SHOWN

ROOM

NAME

A101

DETAIL NUMBER/SHEET NUMBER ON

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

GWB 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 REFRIGERATOR, REFERENCE

REQD REQUIRED

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

GRAPHIC SYMBOLS

ABBREVIATIONS

PROJECT INFORMATION

SERIES OF DOORS

DRINKING FOUNTAIN

ADA GUIDELINES

LOCATION MAP

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. CHANGES IN LEVEL AT FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING

CLEARANCES AND AT DOORS ARE NOT PERMITTED, WITH THE FOLLOWING EXCEPTIONS:

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

B. CHANGES IN LEVEL AT THRESHOLDS OF DOORS SHALL BE 1/2 INCH HIGH MAXIMUM.

THE ARCHITECT HAS IDENTIFIED THE FOLLOWING ALTERNATES FOR ADDITIONAL PROJECT

VALUE. CONTRACTOR TO PROVIDE A SEPARATE PRICE FOR THE WORK DESCRIBED.

1. N/A

SHEET DESCRIPTION REVISION #

ARCHITECTURAL

G101 COVER SHEET

G102

INDEX OF DRAWINGS

A301 REFLECTED CEILING PLAN - LEVEL 3

A702 INTERIOR ELEVATIONS AND ENLARGED FLOOR PLANS

A901 DOOR SCHEDULE AND DETAILS

ID201 FLOOR PATTERN PLAN AND SIGNAGE

MECHANICAL

M001 MECHANCIAL LEGEND, SYMBOLS, AND NOTES

PLUMBING

PLUMBING LEGEND, SYMBOLS AND NOTESP001

PLUMBING PLAN - GRAVITY DEMO

PLUMBING PLAN - GRAVITY PERSONAL RR

FP001 FIRE PROTECTION SYMBOLS, SPECS AND NOTES

FIRE PROTECTION

FP002 FIRE PROTECTION PLAN

E001 ELECTRICAL SYMBOLS, LEGEND, AND ABBREVIATIONS

ELECTRICAL

ELECTRICAL GENERAL NOTES

ELECTRICAL DEMOLITION PLAN

ELECTRICAL LIGHTING PLAN

LIGHTING PHOTOMETRIC PLAN - NORMAL

LIGHTING PHOTOMETRIC PLAN - EMERGENCY

ELECTRICAL POWER & SYSTEMS PLAN

G103

G104

G105

GENERAL REQUIREMENTS

ARCHITECTURAL SPECIFICATIONS

ARCHITECTURAL SPECIFICATIONS

ARCHITECTURAL SPECIFICATIONS

A101 LIFE SAFETY PLAN

A201 FLOOR PLAN - LEVEL 3, PARTIAL DEMOLITION PLAN - LEVEL 2

A202 PARTITION TYPES AND DETAILS

PARTIAL REFLECTED CEILING PLAN - LEVEL 2

A701 FINISH SCHEDULE AND DETAILS

A703 INTERIOR ELEVATIONS AND DETAILS

M101

M201

M301

MECHANCIAL DEMOLITION PLAN

MECHANCIAL FLOOR PLAN

MECHANCIAL DETAILS

P200

P201

P202

P203

P302

P303

PLUMBING PLAN - GRAVITY GROUP RR

PLUMBING PLAN - PRESSURE

PLUMBING RISERS - GRAVITY

PLUMBING RISERS - PRESSURE

E002

E101

E201

E202

E203

E301

E401

E402

E501

E502

ELECTRICAL RISER DIAGRAMS

ELECTRICAL SCHEDULES

ELECTRICAL DETAILS

ELECTRICAL DETAILS

HI-LO DRINKING FOUNTAIN

(SURFACE MOUNTED)

42" SPOUT

HEIGHT

36" SPOUT

HEIGHT

G101

LL

Cover Sheet

REVISION:

DRAWN BY:

DATE:

SHEET TITLE:

ãCOPYRIGHT 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.

06/16/2026

Tsark Architecture, LLC 1600 Sarno Rd., Suite 212 Melbourne, Florida 32935 tel: (321) 241-6378 License Number: AA26003779

P al m B ay C it y

H al l

M al ab ar R o ad

P al m

B ay

F lo ri d a

P ro je ct

N o

A

SUBMITTALS

1 03/31/26 30% SD SUBMITTAL

2 60% DD SUBMITTAL

B u ild in g

"E

M o d if ic at io n s

3 90% CD SUBMITTAL

4 100% IFP SUBMITTAL

04/21/26

05/21/26

06/16/26

10" MAX.

" M

AX

" M

AX

" M

AX

" M

AX

> 10"-24" MAX. 10" MAX.

" M

AX

" M

IN

" M

AX

" M

AX

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

" M

IN

" M

AX

OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED

SIDE REACH

UNOBSTRUCTED

FORWARD REACH

OBSTRUCTED HIGH FORWARD REACH

A B

A B

C

C

REFERENCE 904.3.2 FBC AND 904.4.1 FBC - COUNTER AND PARALLEL

APPROACH FOR FURTHER INFORMATION.

HOT WATER SUPPLY & DRAIN LINES SHALL BE FULLY

INSULATED OR COVERED W/ A REMOVABLE,

NON-METALLIC BAFFLE WHEN HOT WATER TEMP.

6" 8"

17" MIN.

48" MIN. CLEAR

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

9" M

IN

" M

IN

" M

IN

" M

AX

" M

AX

EXCEEDS 120° F.

48" MIN.

48" MIN.

48" MIN.

(B)

T-SHAPED SPACE FOR 180° TURNS

60" MIN.

(A)

60 INCH

DIAMETER

SPACE

12" MIN. 36" MIN.

" M

IN

" M

IN

" M

IN

REVISION 1 - 07/07/26

REVISION 1 - 07/07/26

REVISION 1 - 07/07/26

REVISION 1 - 07/07/26

REVISION 1 - 07/07/26

REVISION 1 - 07/07/26

1 07/07/2026 OWNER CHANGES

REVISION 1 - 07/07/26

2 07/29/2026 COMMENT RESPONSES

REVISION 2 - 07/29/26

REVISION 2 - 07/29/26

GENERAL REQUIREMENTS SUBMITTAL PROCEDURES

1. THE ARCHITECT 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 AGREEMENT

B. GENERAL REQUIREMENTS

C. SPECIAL REQUIREMENTS

D. OWNER'S PUBLISHED DESIGN STANDARDS, IF APPLICABLE

E. SPECIFICATIONS

F. DETAILS ON DRAWINGS

G. PLAN DRAWINGS

3. 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 ARCHITECT BEFORE

PROCEEDING. USE FIGURED DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE

DIMENSIONS ARE SHOWN WITH A "±", ADJUSTMENTS MAY BE MADE TO SUIT FIELD

CONDITIONS.

4. 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.

5. 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.

6. CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING

CODE.

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

8. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY TO MEET THE

STANDARD OF CARE FOR A COMPLETE JOB INCLUDING EQUIPMENT AND TOOLS.

9. NO ASBESTOS CONTAINING BUILDING MATERIALS MAY BE USED DURING CONSTRUCTION.

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

11. OWNER SHALL RETAIN ALL SALVAGE RIGHTS UNTIL THE RIGHTS ARE RELEASED BY THE

OWNER.

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

13. CONTRACTOR SHALL PROVIDE A CONSTRUCTION ACCESS AND STAGING AREA PLAN FOR

OWNER'S APPROVAL.

14. 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.

15. CONTRACTOR SHALL PROVIDE A SAFETY BARRIER TO PREVENT INTERACTIONS BETWEEN

THE PUBLIC AND THE JOBSITE.

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

17. PROGRESS PAYMENTS ARE TO BE SUBMITTED MONTHLY.

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

REQUEST.

19. 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.

20. THE CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL BE IN THE FORM OF A LINEAR BAR

CHART SCHEDULE.

21. CONTRACTOR IS TO PROVIDE A COMPLETE SUBMITTAL REQUIREMENT MATRIX FOR EACH

PRODUCT LISTING ALL ANTICIPATED SUBMITTALS CROSS REFERENCED WITH THE SECTION

NUMBER.

22. 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.

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

OWNER'S REPRESENTATIVE AND THE ARCHITECT.

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

MINUTES TAKEN BY THE CONTRACTOR.

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

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

26. 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.

27. 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.

28. 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.

29. ALL EXITS SHALL COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR LEVEL ENTRY; SEE FBC, ACCESSIBILITY, SECTION 303; CHANGES IN LEVEL.

30. CONTRACTORS SHALL INCLUDE DIGITAL COPIES OF THE RECORD DRAWINGS ALONG WITH

ONE ELECTRONIC COPY WITH CLOSE-OUT DOCUMENTATION.

31. FINAL SUBMITTAL SHALL INCLUDE COPIES OF THE OPERATION AND MAINTENANCE DATA

BINDERS FOR THE OWNER'S USE THAT NOTES CONTRACTOR LISTINGS, PRODUCTS, AND

WARRANTY INFORMATION IN DIGITAL FORMAT.

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

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

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

34. THE CONTRACTOR IS 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.

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

36. WHERE GYPSUM BOARD LAYERS DIFFER BETWEEN TWO ADJOINING WALLS, ALIGN

SURFACES TO MAINTAIN A CONTINUOUS FINISH OF WALL.

37. ELECTROLYTIC PROTECTION SHALL BE PROVIDED BETWEEN DISSIMILAR METALS

WHENEVER THE TWO ARE IN CONTACT.

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

DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT

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

SIMILAR CONDITIONS WHETHER CROSS REFERENCED OR NOT.

39. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH

APPLICABLE CODES. WOOD BLOCKING IN CONTACT WITH CONCRETE OR MASONRY SHALL

BE PRESSURE TREATED.

40. GLAZING SUBJECT TO HUMAN IMPACT AS IDENTIFIED IN APPLICABLE CODES SHALL BE

SAFETY GLAZING MATERIAL. EACH LIGHT OF LAMINATED OR TEMPERED GLAZING SHALL

BE IDENTIFIED BY A PERMANENT LABEL, WHICH SPECIFIES THE LABELER, OR

MANUFACTURER AND THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED.

41. 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.

42. CONTRACTOR AND TEAM MUST COMPLY WITH A CITY OF PALM BAY BACKGROUND CHECK

PRIOR TO THE START OF WORK.

43. STANDARDS OF QUALITY - “OR EQUAL” INTERPRETATION

a. MANUFACTURER'S NAMES, TRADE NAMES, BRAND NAMES, MODEL AND CATALOG

NUMBERS USED IN THESE SPECIFICATIONS ARE FOR THE PURPOSE OF

DESCRIBING AND ESTABLISHING GENERAL QUALITY LEVELS. SUCH REFERENCES

ARE NOT INTENDED TO BE RESTRICTIVE. BIDS WILL BE CONSIDERED FOR

ALTERNATIVE BRANDS THAT MEET OR EXCEED THE QUALITY OF THE

SPECIFICATIONS LISTED FOR ANY ITEM. IT IS THE BIDDER'S RESPONSIBILITY TO

SUBMIT BRAND LITERATURE AND/OR SAMPLES TO DEMONSTRATE THE

EQUIVALENCY OF THE PRODUCT OFFERED.

a.a. WHEREVER THE SPECIFICATIONS INDICATE A PRODUCT OF A PARTICULAR

MANUFACTURER, MODEL OR BRAND, AND IN THE ABSENCE OF ANY

STATEMENT TO THE CONTRARY BY THE VENDOR, THE BID SHALL BE

INTERPRETED AS BEING FOR THE EXACT MANUFACTURER, MODEL, OR BRAND

SPECIFIED, TOGETHER WITH ALL ACCESSORIES, QUALITIES, ETC.,

ENUMERATED IN THE DETAILED SPECIFICATIONS; THEREFORE, THE BIDDER

SHALL FURNISH THE ITEM AS SPECIFIED.

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 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 10 BUSINESS 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. USE 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. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT

OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT. l

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 OR 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. MONTHLY PROGRESS MEETINGS: REPORT SHALL INCLUDE THE FOLLOWING:

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

REPORT PREPARATION.

2. SUBMITTALS LOG.

3. CONSTRUCTION PROGRESS PHOTOGRAPHS

4. DAILY REPORTS

5. VARIATION ORDERS.

6. PAYMENT CERTIFICATES.

7. 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. REVIEWED

2. REVIEWED WITH COMMENTS

3. REVISE AND RESUBMIT

4. REJECTED

5. FOR INFORMATION ONLY

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.

SUBMITTAL REQUIREMENTS

05 70 00 DECORATIVE AND ARCHITECTURAL METALS

06 10 53 MISCELLANEOUS CARPENTRY

07 21 16 BATT INSULATION

07 92 00 JOINT SEALANTS

08 12 13 HOLLOW METAL FRAMES

08 14 00 SOLID CORE WOOD DOORS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

09 12 00 ACOUSTICAL CEILING SUSPENSION SYSTEM

09 20 00 GYPSUM BOARD

09 22 16 METAL STUD FRAMING

09 30 00 PORCELAIN TILE

09 51 13 ACOUSTICAL CEILING PANELS

09 54 10 ACOUSTICAL INSULATION

09 65 00 RESILIENT FLOORING

09 65 10 WALL BASE

09 68 00 CARPETING

09 90 00 PAINTING

10 14 00 IDENTIFYING DEVICES

10 21 13 TOILET PARTITIONS

10 28 00 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

12 32 16 ARCHITECTURAL LAMINATE CASEWORK

12 36 61 SOLID SURFACE COUNTERTOPS

G102

LL

General Requirements

REVISION:

DRAWN BY:

DATE:

SHEET TITLE:

ãCOPYRIGHT 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.

06/16/2026

Tsark Architecture, LLC 1600 Sarno Rd., Suite 212 Melbourne, Florida 32935 tel: (321) 241-6378 License Number: AA26003779

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SUBMITTALS

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4 100% IFP SUBMITTAL

04/21/26

05/21/26

06/16/26

1 07/07/2026 OWNER CHANGES

ARCHITECTURAL SPECIFICATIONS

DIVISION 5 - METALS

05 70 00 DECORATIVE AND ARCHITECTURAL METAL

PART 1 - PRODUCTS

A. GENERAL: PROVIDE ALL ORNAMENTAL METAL ITEMS WITHOUT PITTING, SEAM

MARKS, ROLLER MARKS, STAINS, DISCOLORATIONS, OR OTHER IMPERFECTIONS

WHERE EXPOSED TO VIEW ON FINISHED UNITS. FURNISH SHEET AND STRIP WITH

STRETCHER-LEVELED STANDARD OF FLATNESS. ORNAMENTAL METAL INCLUDES

ALL ARCHITECTURAL ELEMENTS INTENDED TO BE EXPOSED AND VISIBLE.

B. ALUMINUM: ALLOY AND TEMPER RECOMMENDED BY ALUMINUM PRODUCER AND

FINISHER FOR USE AND FINISH INDICATED, AND WITH NOT LESS THAN THE

STRENGTH AND DURABILITY OF ALLOY AND TEMPER DESIGNATED BELOW:

1. EXTRUDED BARS AND SHAPES: ASTM B 221, ALLOY 6063-T6.

2. EXTRUDED PIPE AND TUBES: ASTM B 429, ALLOY 6063-T6.

3. DRAWN SEAMLESS TUBES: ASTM B 483, ALLOY 6063-T832.

4. PLATE AND SHEET: ASTM B 209, ALLOY 6061-T6.

5. DIE AND HAND FORGINGS: ASTM B 247, ALLOY 6061-T6.

6. CASTINGS: ASTM B 26/B 26M, ALLOY A356-T6.

C. ALUMINUM FINISHES: AS INDICATED.

1. BAKED-ENAMEL FINISH: AA-C12C42R1X, WITH THERMOSETTING,

MODIFIED-ACRYLIC ENAMEL PRIMER/TOPCOAT ORGANIC COATING SYSTEM

COMPLYING WITH AAMA 2603 EXCEPT WITH A MINIMUM DRY FILM THICKNESS

OF 1.5 MILS, MEDIUM GLOSS. COLOR AS INDICATED IN FINISH SELECTIONS.

D. POWDER-COATED FINISH: IMMEDIATELY AFTER CLEANING AND PRETREATING,

APPLY THERMOSETTING POLYESTER OR ACRYLIC URETHANE POWDER COATING

WITH CURED-FILM THICKNESS NOT LESS THAN 1.5 COLOR TO MATCH ARCHITECT'S

SAMPLE.

E. WELDING ELECTRODES AND FILLER METAL: TYPE AND ALLOY RECOMMENDED BY

PRODUCER OF METAL TO BE WELDED FOR COLOR MATCH, STRENGTH, AND

COMPATIBILITY IN FABRICATED ITEMS.

F. FASTENERS: SAME BASIC METAL AS FASTENED METAL; CONCEALED, WITH PHILLIPS

FLAT-HEAD SCREWS FOR EXPOSED FASTENERS, UNLESS OTHERWISE INDICATED

G. ANCHORS: TYPE, SIZE, AND MATERIAL RECOMMENDED BY THE MANUFACTURER.

H. FABRICATION: CUSTOM FABRICATE ORNAMENTAL METAL WORK WITH TRUE

CURVES, LINES, AND ANGLES TO THE SIZES, SHAPES, AND PROFILES SHOWN.

PROVIDE NECESSARY REBATES, LUGS, AND BRACKETS TO ASSEMBLE UNITS AND

TO ATTACH TO OTHER WORK. CLEAN AND DRESS EXPOSED WELDED AND BRAZED

JOINTS. MILL JOINTS TO A TIGHT, HAIRLINE FIT; COPE OR MITER CORNERS.

I. APPROVED MANUFACTURER: PERFECTION ARCHITECTURAL SYSTEMS, LLC.

ALTERNATE MANUFACTURER SHALL MEET THE DESIGN CRITERIA AND BE

APPROVED BY THE ARCHITECT PRIOR TO FABRICATION.

PART 2 - EXECUTION

A. PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE NECESSARY FOR

SECURING TO IN-PLACE CONSTRUCTION. SET PRODUCTS ACCURATELY IN

LOCATION, ALIGNMENT,AND ELEVATION. FIT EXPOSED CONNECTIONS ACCURATELY

TOGETHER WITH HAIRLINE JOINTS OR, WHERE INDICATED, WITH UNIFORM REVEALS

AND SPACES FOR SEALANTS AND JOINT FILLERS.

DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES

SECTION 06 10 53 - MISCELLANEOUS CARPENTRY

PART 1 - GENERAL

A. THIS SECTION INCLUDES BLOCKING AND PANEL PRODUCTS FOR EQUIPMENT

BACKING PANELS.

PART 2 - PRODUCTS

A. LUMBER: DOC PS 20.

1. PROVIDE DRESSED LUMBER, S4S, UNLESS OTHERWISE INDICATED.

2. PROVIDE DRY LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT AT

TIME OF DRESSING FOR 2-INCH NOMINAL THICKNESS OR LESS, UNLESS

OTHERWISE INDICATED.

B. WOOD STRUCTURAL PANELS: PLYWOOD DOC PS 1 OR DOC PS 2.

C. FIRE-RETARDANT-TREATED MATERIALS:

1. GENERAL: WHERE FIRE-RETARDANT-TREATED MATERIALS ARE INDICATED,

PROVIDE MATERIALS THAT COMPLY WITH PERFORMANCE REQUIREMENTS IN

AWPA C20(LUMBER) AND AWPA C27 (PLYWOOD). IDENTIFY

FIRE-RETARDANT-TREATED WOOD WITH APPROPRIATE CLASSIFICATION

MARKING OF UL, U.S. TESTING, TIMBER PRODUCTS INSPECTION, OR ANOTHER

TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING

JURISDICTION.

2. USE INTERIOR TYPE A HIGH TEMPERATURE (HT), UNLESS OTHERWISE

INDICATED.

D. MISCELLANEOUS LUMBER FOR BLOCKING: PROVIDE CONSTRUCTION OR NO. 2

GRADE LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT OF ANY

SPECIES.

E. TELEPHONE AND ELECTRICAL EQUIPMENT BACKING PANELS: DOC PS 1, EXPOSURE

1, C-D PLUGGED, FIRE-RETARDANT TREATED, IN THICKNESS INDICATED OR, IF NOT

INDICATED, NOT LESS THAN 1/2 INCH THICK.

PART 3 - INSTALLATION

A. SET CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE

TO LINE, CUT, AND FIT CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE

AS NEEDED FOR ACCURATE LOCATE BLOCKING,TO COMPLY WITH REQUIREMENTS

FOR ATTACHING OTHER CONSTRUCTION.

B. SECURELY ATTACH CARPENTRY WORK AS INDICATED AND ACCORDING TO

APPLICABLE CODES AND RECOGNIZED STANDARDS.

C. WOOD STRUCTURAL PANELS: COMPLY WITH APPLICABLE RECOMMENDATIONS

CONTAINED IN APA FORM NO. E30K, APA DESIGN/CONSTRUCTION GUIDE:

RESIDENTIAL & COMMERCIAL," FOR TYPES OF STRUCTURAL-USE PANELS AND

APPLICATIONS INDICATED.

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 21 16 BATT INSULATION

A. FURNISH AND INSTALL FIBERGLASS BATT INSULATION TO FILL WALL CAVITIES

WHERE INDICATED ON THE PLANS.

07 90 00 JOINT SEALERS

A. PROVIDE NEW LATEX BASED, LOW VOC, CAULKING AT JOINTS BETWEEN CHANGES

IN MATERIALS (I.E. WALLS AT DOORS, WINDOWS AND FRAMES, BUILT-IN CABINETS,

ETC).

DIVISION 8 - DOORS AND WINDOWS

08 11 13 HOLLOW METAL FRAMES

A. BASIS OF DESIGN ARE PRODUCTS BY MESKER. CURRIES AND STEELCRAFT ARE

APPROVED EQUALS.

B. ALL NEW HOLLOW METAL DOOR FRAMES SHALL 16 GAUGE STEEL A60 GALVANIZED

AND PRIMED FOR FIELD PAINT UNLESS OTHERWISE NOTED.

C. PRIME FRAMES FOR PAINT. FRAMES TO BE SPRAYED NOT BRUSHED.

D. ANCHOR DOOR FRAME TO STEEL IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS AND TESTS TO MEET CODES.

E. PROVIDE WEATHER STRIPPING AT DOORS BETWEEN CONDITIONED AND

NON-CONDITIONED SPACES.

08 14 00 SOLID CORE WOOD DOORS

PART 1 - PRODUCTS

A. PROVIDE SOLID STRUCTURAL COMPOSITE LUMBER WOOD CORE DOORS FACED

WITH PLASTIC LAMINATE FINISH. FINISH SELECTION TO BE AS INDICATED IN FINISH

SELECTIONS.

B. BASIS OF DESIGN SHALL BE COMMERCIAL PRODUCTS BY MOHAWK OR APPROVED

EQUAL.

C. SIZE FOR FRAME-OPENING SIZES INDICATED. FACTORY MACHINE DOORS FOR

HARDWARE THAT IS NOT SURFACE APPLIED. LOCATE HARDWARE TO COMPLY

WITH DHI-WDHS-3. INCLUDE TOP RAIL BLOCKING AT WOOD DOORS.

D. FIRE-RATED DOOR ASSEMBLIES: COMPLY WITH NFPA 80, LISTED AND LABELED BY

UL OR WARNOCK HERSEY FOR FIRE-PROTECTION RATINGS INDICATED, BASED ON

TESTING ACCORDING TO NFPA 252, 1997 UBC STANDARD 7-2 "FIRE TEST OF DOOR

ASSEMBLIES", AND UL 10C "STANDARD FOR POSITIVE PRESSURE FIRE TESTS OF

DOOR ASSEMBLIES". FIRE CLASSIFICATION LABELS AT ALL DOORS WITH FIRE

RATINGS GREATER THAN 20 MINUTES SHALL INDICATE THE TEMPERATURE RISE

DEVELOPED ON THE UNEXPOSED SURFACE OF

THE DOOR AFTER THE FIRST 30 MINUTES OF FIRE EXPOSURE.

E. TEMPERATURE-RISE RATING: WHERE INDICATED, PROVIDE DOORS THAT HAVE A

TEMPERATURE-RISE RATING OF 450 DEG F MAXIMUM IN 30 MINUTES OF FIRE

EXPOSURE.

F. PROVIDE FIRE RATED DOOR ASSEMBLIES IN COMPLIANCE WITH 1997 UBC

STANDARD 7-2, PART 1 FOR POSITIVE PRESSURE. SIZES AND CONFIGURATIONS AS

SHOWN ON THE DRAWINGS. INSTALLED DOOR ASSEMBLIES SHALL BE IN

ACCORDANCE WITH DOOR MANUFACTURERS CERTIFIED ASSEMBLIES.

G. PROVIDE FIRE RATED DOOR ASSEMBLIES WITH SMOKE AND DRAFT CONTROL

RATING IN COMPLIANCE WITH 1997 UBC STANDARD 7-2 PART 2 AT CORRIDORS,

STAIRWELLS, AND WHERE REQUIRED BY APPLICABLE CODES. SIZES AND

CONFIGURATIONS AS SHOWN ON THE DRAWINGS INSTALLED DOOR ASSEMBLIES

SHALL BE IN ACCORDANCE WITH DOOR MANUFACTURERS CERTIFIED ASSEMBLIES.

1. FINISH: AS INDICATED.

2. GRADE: AS INDICATED.

3. SPECIES AND CUT: AS INDICATED.

4. MATCH BETWEEN VENEER LEAVES: AS INDICATED.

5. ASSEMBLY OF VENEER LEAVES ON DOOR FACES: AS INDICATED.

PART 2 - EXECUTION

A. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND

THE REFERENCED QUALITY STANDARD. INSTALL FIRE, AND SMOKE, RATED DOORS

ACCORDING TO FIRE LABEL REQUIREMENTS. APPLY HARDWARE IN ACCORDANCE

WITH HARDWARE MANUFACTURER'S INSTRUCTIONS. LEAVE WORK IN COMPLETE

AND PROPER OPERATING CONDITION.

B. FACTORY-FINISHED DOORS: RESTORE FINISH BEFORE INSTALLATION IF FITTING OR

MACHINING IS REQUIRED AT PROJECT SITE.

C. FIELD-FINISHED DOORS: REFER TO DIVISION 9 SECTION "PAINTING" FOR FINISHING

REQUIREMENTS.

08 31 00 ACCESS DOORS

A. PROVIDE PREFABRICATED METAL ACCESS DOORS IN DRYWALL WHERE REQUIRED

TO ACCESS MECH, PLUMBING, ELECTRICAL ITEMS, ETC.

08 71 00 DOOR HARDWARE

1.1RELATED DOCUMENTS

A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL

AND SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS,

APPLY TO THIS SECTION.

1.2 SUMMARY

A. SECTION INCLUDES:

1. MECHANICAL AND ELECTRIFIED DOOR HARDWARE FOR:

a. SWINGING DOORS.

B. RELATED SECTIONS:

1. DIVISION 01 SECTION “ALTERNATES” FOR ALTERNATES AFFECTING THIS

SECTION.

2. DIVISION 07 SECTION “JOINT SEALANTS” FOR SEALANT REQUIREMENTS

APPLICABLE TO THRESHOLD INSTALLATION SPECIFIED IN THIS SECTION.

3. DIVISION 09 SECTIONS FOR TOUCHUP FINISHING OR REFINISHING OF EXISTING

OPENINGS MODIFIED BY THIS SECTION.

4. DIVISION 26 SECTIONS FOR CONNECTIONS TO ELECTRICAL POWER SYSTEM

AND FOR LOW-VOLTAGE WIRING.

5. DIVISION 28 SECTIONS FOR COORDINATION WITH OTHER COMPONENTS OF

ELECTRONIC ACCESS CONTROL SYSTEM.

1.3REFERENCES

A. UL - UNDERWRITERS LABORATORIES

1. UL 10B - FIRE TEST OF DOOR ASSEMBLIES

2. UL 10C - POSITIVE PRESSURE TEST OF FIRE DOOR ASSEMBLIES

3. UL 1784 - AIR LEAKAGE TESTS OF DOOR ASSEMBLIES

4. UL 305 - PANIC HARDWARE

B. DHI - DOOR AND HARDWARE INSTITUTE

1. SEQUENCE AND FORMAT FOR THE HARDWARE SCHEDULE

2. RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE

3. KEY SYSTEMS AND NOMENCLATURE

C. ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE

1. ANSI/BHMA A156.1 - A156.29, AND ANSI/BHMA A156.31 - STANDARDS FOR

HARDWARE AND SPECIALTIES.

D. FLORIDA BUILDING CODES.

1.4 SUBMITTALS

A. GENERAL:

1. SUBMIT IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 01

REQUIREMENTS.

2. HIGHLIGHT, ENCIRCLE, OR OTHERWISE SPECIFICALLY IDENTIFY ON

SUBMITTALS DEVIATIONS FROM CONTRACT DOCUMENTS, ISSUES OF

INCOMPATIBILITY OR OTHER ISSUES WHICH MAY DETRIMENTALLY AFFECT THE

WORK.

3. PRIOR TO FORWARDING SUBMITTAL, COMPLY WITH PROCEDURES FOR

VERIFYING EXISTING DOOR AND FRAME COMPATIBILITY FOR NEW HARDWARE,

AS SPECIFIED IN PART 3, “EXAMINATION” ARTICLE, HEREIN.

B. ACTION SUBMITTALS:

1. PRODUCT DATA: PRODUCT DATA INCLUDING MANUFACTURERS' TECHNICAL

PRODUCT DATA FOR EACH ITEM OF DOOR HARDWARE, INSTALLATION

INSTRUCTIONS, MAINTENANCE OF OPERATING PARTS AND FINISH, AND OTHER

INFORMATION NECESSARY TO SHOW COMPLIANCE WITH REQUIREMENTS.

2. RISER AND WIRING DIAGRAMS: AFTER FINAL APPROVAL OF HARDWARE

SCHEDULE, SUBMIT DETAILS OF ELECTRIFIED DOOR HARDWARE, INDICATING:

a. WIRING DIAGRAMS: FOR POWER, SIGNAL, AND CONTROL WIRING AND

INCLUDING:

1) DETAILS OF INTERFACE OF ELECTRIFIED DOOR HARDWARE AND BUILDING

SAFETY AND SECURITY SYSTEMS.

2) SCHEMATIC DIAGRAM OF SYSTEMS THAT INTERFACE WITH ELECTRIFIED

DOOR HARDWARE.

3) POINT-TO-POINT WIRING.

4)RISERS.

3. SAMPLES FOR VERIFICATION: IF REQUESTED BY ARCHITECT, SUBMIT

PRODUCTION SAMPLE OR SAMPLE INSTALLATIONS OF EACH TYPE OF EXPOSED

HARDWARE UNIT IN FINISH INDICATED, AND TAGGED WITH FULL DESCRIPTION

FOR COORDINATION WITH SCHEDULE.

a. SAMPLES WILL BE RETURNED TO SUPPLIER IN LIKE-NEW CONDITION. UNITS

THAT ARE ACCEPTABLE TO ARCHITECT MAY, AFTER FINAL CHECK OF

OPERATIONS, BE INCORPORATED INTO WORK, WITHIN LIMITATIONS OF KEY

COORDINATION REQUIREMENTS.

4. DOOR HARDWARE SCHEDULE: SUBMIT SCHEDULE WITH HARDWARE SETS IN

VERTICAL FORMAT AS ILLUSTRATED BY SEQUENCE OF FORMAT FOR THE

HARDWARE SCHEDULE AS PUBLISHED BY THE DOOR AND HARDWARE

INSTITUTE. INDICATE COMPLETE DESIGNATIONS OF EACH ITEM REQUIRED FOR

EACH DOOR OR OPENING, INCLUDE:

a. DOOR INDEX; INCLUDE DOOR NUMBER, HEADING NUMBER, AND ARCHITECTS

HARDWARE SET NUMBER.

b. OPENING LOCK FUNCTION SPREADSHEET: LIST LOCKING DEVICE AND FUNCTION

FOR EACH OPENING.

c. TYPE, STYLE, FUNCTION, SIZE, AND FINISH OF EACH HARDWARE ITEM.

d. NAME AND MANUFACTURER OF EACH ITEM.

e. FASTENINGS AND OTHER PERTINENT INFORMATION.

f. LOCATION OF EACH HARDWARE SET CROSS-REFERENCED TO INDICATIONS ON

DRAWINGS.

g. EXPLANATION OF ALL ABBREVIATIONS, SYMBOLS, AND CODES CONTAINED IN

SCHEDULE.

h. MOUNTING LOCATIONS FOR HARDWARE.

i. DOOR AND FRAME SIZES AND MATERIALS.

j. NAME AND PHONE NUMBER FOR LOCAL MANUFACTURER'S REPRESENTATIVE

FOR EACH PRODUCT.

k. OPERATIONAL DESCRIPTION OF OPENINGS WITH ANY ELECTRIFIED HARDWARE

(LOCKS, EXITS, ELECTROMAGNETIC LOCKS, ELECTRIC STRIKES, AUTOMATIC

OPERATORS, DOOR POSITION SWITCHES, MAGNETIC HOLDERS OR

CLOSER/HOLDER UNITS, AND ACCESS CONTROL COMPONENTS). OPERATIONAL

DESCRIPTION SHOULD INCLUDE HOW DOOR WILL OPERATE ON EGRESS,

INGRESS, AND FIRE AND SMOKE ALARM CONNECTION.

1) SUBMITTAL SEQUENCE: SUBMIT DOOR HARDWARE SCHEDULE CONCURRENT

WITH SUBMISSIONS OF PRODUCT DATA, SAMPLES, AND SHOP DRAWINGS.

COORDINATE SUBMISSION OF DOOR HARDWARE SCHEDULE WITH

SCHEDULING REQUIREMENTS OF OTHER WORK TO FACILITATE FABRICATION

OF OTHER WORK THAT IS CRITICAL IN PROJECT CONSTRUCTION SCHEDULE.

5. KEY SCHEDULE:

a. AFTER KEYING CONFERENCE, PROVIDE KEYING SCHEDULE LISTING LEVELS OF

KEYING AS WELL AS EXPLANATION OF KEY SYSTEM'S FUNCTION, KEY SYMBOLS

USED AND DOOR NUMBERS CONTROLLED.

b. USE ANSI/BHMA A156.28 “RECOMMENDED PRACTICES FOR KEYING SYSTEMS” AS

GUIDELINE FOR NOMENCLATURE, DEFINITIONS, AND APPROACH FOR

SELECTING OPTIMAL KEYING SYSTEM.

c. PROVIDE 3 COPIES OF KEYING SCHEDULE FOR REVIEW PREPARED AND

DETAILED IN ACCORDANCE WITH REFERENCED DHI PUBLICATION. INCLUDE

SCHEMATIC KEYING DIAGRAM AND INDEX EACH KEY TO UNIQUE DOOR

DESIGNATIONS.

d. INDEX KEYING SCHEDULE BY DOOR NUMBER, KEYSET, HARDWARE HEADING

NUMBER, CROSS KEYING INSTRUCTIONS, AND SPECIAL KEY STAMPING

INSTRUCTIONS.

e. PROVIDE ONE COMPLETE BITTING LIST OF KEY CUTS AND ONE KEY SYSTEM

SCHEMATIC ILLUSTRATING SYSTEM USAGE AND EXPANSION.

1) FORWARD BITTING LIST, KEY CUTS AND KEY SYSTEM SCHEMATIC DIRECTLY

TO OWNER, BY MEANS AS DIRECTED BY OWNER.

f. PREPARE KEY SCHEDULE BY OR UNDER SUPERVISION OF SUPPLIER, DETAILING

OWNER'S FINAL KEYING INSTRUCTIONS FOR LOCKS.

6. TEMPLATES: AFTER FINAL APPROVAL OF HARDWARE SCHEDULE, PROVIDE

TEMPLATES FOR DOORS, FRAMES AND OTHER WORK SPECIFIED TO BE

FACTORY PREPARED FOR DOOR HARDWARE INSTALLATION.

C. INFORMATIONAL SUBMITTALS:

1. QUALIFICATION DATA: FOR SUPPLIER, INSTALLER AND ARCHITECTURAL

HARDWARE CONSULTANT.

2. PRODUCT CERTIFICATES FOR ELECTRIFIED DOOR HARDWARE, SIGNED BY

MANUFACTURER:

a. CERTIFY THAT DOOR HARDWARE APPROVED FOR USE ON TYPES AND SIZES OF

LABELED FIRE-RATED DOORS COMPLIES WITH LISTED FIRE-RATED DOOR

ASSEMBLIES.

3. CERTIFICATES OF COMPLIANCE:

a. CERTIFICATES OF COMPLIANCE FOR FIRE-RATED HARDWARE AND

INSTALLATION INSTRUCTIONS IF REQUESTED BY ARCHITECT OR AUTHORITY

HAVING JURISDICTION.

b. INSTALLER TRAINING MEETING CERTIFICATION: LETTER OF COMPLIANCE, SIGNED BY CONTRACTOR, ATTESTING TO COMPLETION OF INSTALLER TRAINING

MEETING SPECIFIED IN “QUALITY ASSURANCE” ARTICLE, HEREIN.

c. ELECTRIFIED HARDWARE COORDINATION CONFERENCE CERTIFICATION:

LETTER OF COMPLIANCE, SIGNED BY CONTRACTOR, ATTESTING TO

COMPLETION OF ELECTRIFIED HARDWARE COORDINATION CONFERENCE,

SPECIFIED IN “QUALITY ASSURANCE” ARTICLE, HEREIN.

4. PRODUCT TEST REPORTS: FOR COMPLIANCE WITH ACCESSIBILITY

REQUIREMENTS, BASED ON EVALUATION OF COMPREHENSIVE TESTS

PERFORMED BY MANUFACTURER AND WITNESSED BY QUALIFIED TESTING

AGENCY, FOR DOOR HARDWARE ON DOORS LOCATED IN ACCESSIBLE ROUTES.

5. WARRANTY: SPECIAL WARRANTY SPECIFIED IN THIS SECTION.

D. CLOSEOUT SUBMITTALS:

1. OPERATIONS AND MAINTENANCE DATA: PROVIDE IN ACCORDANCE WITH

DIVISION 01 AND INCLUDE:

a. COMPLETE INFORMATION ON CARE, MAINTENANCE, AND ADJUSTMENT; DATA

ON REPAIR AND REPLACEMENT PARTS, AND INFORMATION ON PRESERVATION

OF FINISHES.

b. CATALOG PAGES FOR EACH PRODUCT.

c. NAME, ADDRESS, AND PHONE NUMBER OF LOCAL REPRESENTATIVES FOR EACH

MANUFACTURER.

d. PARTS LIST FOR EACH PRODUCT.

e. FINAL APPROVED HARDWARE SCHEDULE EDITED TO REFLECT CONDITIONS AS

INSTALLED.

f. FINAL KEYING SCHEDULE

g. COPIES OF FLOOR PLANS WITH KEYING NOMENCLATURE

h. AS-INSTALLED WIRING DIAGRAMS FOR EACH OPENING CONNECTED TO POWER, BOTH LOW VOLTAGE AND 110 VOLTS.

i. COPY OF WARRANTIES INCLUDING APPROPRIATE REFERENCE NUMBERS FOR

MANUFACTURERS TO IDENTIFY PROJECT.

1.5 QUALITY ASSURANCE

A. PRODUCT SUBSTITUTIONS: COMPLY WITH PRODUCT REQUIREMENTS STATED IN

DIVISION 01 AND AS SPECIFIED HEREIN.

1. WHERE SPECIFIC MANUFACTURER'S PRODUCT IS NAMED AND ACCOMPANIED

BY “NO SUBSTITUTE,” INCLUDING MAKE OR MODEL NUMBER OR OTHER

DESIGNATION, PROVIDE PRODUCT SPECIFIED. (NOTE: CERTAIN PRODUCTS

HAVE BEEN SELECTED FOR THEIR UNIQUE CHARACTERISTICS AND

PARTICULAR PROJECT SUITABILITY.)

a. WHERE NO ADDITIONAL PRODUCTS OR MANUFACTURERS ARE LISTED IN

PRODUCT CATEGORY, REQUIREMENTS FOR “NO SUBSTITUTE” GOVERN

PRODUCT SELECTION.

B. SUPPLIER QUALIFICATIONS AND RESPONSIBILITIES: RECOGNIZED ARCHITECTURAL

HARDWARE SUPPLIER WITH RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE

FOR…