ADDENDUM NO. 1 District Office Renovation/Remodeling ... · attached revised A3.3. 2. On drawing...

191003 Operations Building 1 West Renovation

Addendum No. 1

ADDENDUM NO. 1

District Office Renovation/Remodeling: Operations Building 1 West End 925 W. Center St, Green Cove Springs, FL 32043

Architect Project No. 191003 28 May 2020

This addendum is issued for the information of bidders on the above titled project and is a part of the Bid Documents of said project. As such, it will be made a part of the Contract and all bids shall reflect the acceptance of the changes in this addendum.

BID DATE: The Bid Date is unchanged and bids shall be delivered as follows:

2:00pm on Tuesday, 9 June 2020 in the Purchasing Conf Rm, 800 Center St, Green Cove Springs, FL 32043

The Mandatory Pre-Bid Meeting on site remains scheduled for:

Friday, 29 May 2020 at 2:00pm at 925 W. Center St, Green Cove Springs, FL 32043

GENERAL QUESTIONS: 1. On drawing A3.2 in restroom 114 there is a door fill-in on the west wall. There is a similar situation on the

south wall of office 112. Are these two locations to be per detail 5 on A9.1?

Answer: No. Detail 5/A9.1 is for Room 152. The details should have been called out on A3.3. See attached revised A3.3.

2. On drawing A0.2 Chapter 9 —Fire protection system states there is an existing fire sprinkler system. On

sheet A3.1 there is a “demolition & renovation schedule" This schedule has HVAC, plumbing and electrical work listed amongst other scopes of work. Sheet A4.1 shows ceiling layout starting points, etc. However, no fire sprinkler work is shown. Are the existing heads to remain and just land where they do? Are we to relocate to center of tiles? Are these heads hard piped or flex pipe? Please clarify this scope of work.?

Answer: There is no existing fire protection system. See attached revised A0.2 3. There is a specification for concrete (03300) calling for concrete work. There is not any concrete

demolition shown on the demolition plan A2.2 the only thing I see is “extending ramps” on sheet A3.2 is this the concrete scope of work? Anchor in with dowels? Please clarify.

Answer: There is concrete demolition for the new plumbing in the restroom areas. 4. There is a specification section “07262 self-adhering air & vapor barrier" is not shown on the table of

contents. Is this product even needed on this project?

Answer: This is no longer needed. See attached revised Table of Contents. 5. Specification section “06200-finish carpentry" 1.3 scope refers to wood paneling & wood moldings. I

cannot find any on the drawings.

Answer: These are not needed. Specifications are intended to provide additional information for any


Addendum No. 1

items shown to be done on the plans. 6. Specification “07460 fiber cement siding" is in the table of contents, but not in the spec book. This does not

appear to be in the scope of work.

Answer: This is no longer needed. Delete this section from your spec book. 7. On drawing A1.1 there is a note regarding signage. There is not a specification for signage. Please clarify

scope.

Answer: All signage will have to be changed because we are re-numbering all spaces. This will include new FISH signage (FISH = Room Numbers) on all exterior doors. See new specification section and revised schedule drawing. Signage is to match existing signage in east end of building.

8. Specification section “01531 temporary fencing” Will this be required? If so, please provide a site plan,

illustrating areas required to be fenced off.

Answer: No temporary fencing is anticipated. However, if the Bidder chooses to store materials in a fenced area on site (with the owner's permission and direction) then he will know what to provide.

DRAWING CHANGES: Replace with the attached sheets A0.2 Code Summary, Notes, Index of Drawings A1.1 Life Safety Plan A2.2 Demolition Plan - First Floor - West A3.1 Floor Plan - Overall A3.2 Floor Plan - West A3.3 Floor Plan - South A4.1 Reflected Ceiling Plan A7.1 Schedules & Interior Elevations A9.1 Sections & Details E1.2 Electrical Power Plan - West E1.3 Enlarged Electrical Plans SPECIFICATION CHANGES: Replace with the attached revised sections. 00001 Table of Contents 00105 Alternates 00300 Bid Proposal Form 06420 Laminate Casework 08710 Finish Hardware 10440 Interior Signage

END OF ADDENDUM NO. 1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF BRIAN BOATRIGHT ARCHITECT, INC. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

914 PLAINFIELD AVENUEORANGE PARK, FL 32073CONTACT: 904 413 8028BrianBoatrightArchitect.com

A R C H I T E C T

[email protected]: AA26003151,AR12659,ID5414

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FLORIDA BUILDING CODE SUMMARY

FLORIDA BUILDING CODES 2017 (6th Ed)

OCCUPANCY USE NARRATIVE: THIS IS AN EXISTING PUBLIC EDUCATION ANCILLARY PLANT/FACILITY USED FOR

ADMINISTRATIVE PURPOSES.

FBC, BUILDING (EXISTING CONSTRUCTION)

CHAPTER 3 - PROVISIONS FOR ALL COMPLIANCE METHODS

301.1.1 COMPLIANCE METHOD PRESCRIPTIVE

CHAPTER 4 - PRESCRIPTIVE COMPLIANCE METHOD

403 ALTERATIONS SHALL COMPLY WITH NEW BUILDING CODE

CHAPTER 5 - CLASSIFICATION OF WORK

504 ALTERATIONS - LEVEL 2 RECONFIG SPACE, ADDITION/DELETION OF DOORS OR WINDOWS

CHAPTER 7 - ALTERATIONS - LEVEL 1 NOTHING APPLICABLE TO THIS PROJECT

CHAPTER 8 - ALTERATIONS - LEVEL 2

801.2 LEVEL 1 COMPLIANCE INCLUDE CHAPTER 7 ITEMS

FBC, BUILDING (NEW CONSTRUCTION)

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

304.1 BUSINESS - GROUP B OFFICES IN ANCILLARY PLANT/FACILITY

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS (SREF)

453.3.2 OWNER REVIEW EXEMPT FROM LOCAL COUNTY PERMITTING, REVIEW & INSPECTION

453.3.8 REUSE NOT A REUSE PROJECT

453.4.2 FLOOD-RESISTANT CONSTRUCT NOT IN A FLOOD HAZARD AREA

453.5.1 ASSEMBLY DEFINITION > 50 OCCUPANTS

453.6.1 OCCUPANCY DURING CONSTRUCT SAFEGUARDS WILL BE FOLLOWED

453.7.1 SEPARATE EXITS PROVIDED

453.7.3 FIRE EXTINGUISHERS EXISTING, ADJACENT TO EXITS

453.7.4 FIRE ALARM EXISTING

453.7.5 FIRE ALARM SENDING STNS EXISTING, PULL STNS ADJACENT TO EXITS

453.7.6 AUTO SHUT-OFF NOT REQUIRED

453.7.7 UNOCCUP & CONCEALED SPACES EXISTING, DETECTORS PROVIDED

453.8.1.3 ANCILLARY FACILITY USE APPLICABLE OCCUPANCY IN CHAPTER 3

453.8.4 REMODELING/RENOVATION REMODELING SHALL BRING INTO COMPLIANCE

453.8.6 ASBESTOS PROHIBITED NONE SPECIFIED

453.8.8.5 CRIME PREVENTION GUIDELINES FOLLOWED

453.10.1 FENCING EXISTING

453.10.2.1 COVERED WALKS EXISTING

453.10.3.3 SITE LIGHTING EXISTING

453.13.6 HARDWARE PANIC BAR (EXIT DEVICES) PROVIDED

453.13.7.1 GLAZING TEMPERED PROVIDED IN ALL DOORS AND LOWER WINDOWS

453.13.8.1 NATURAL LIGHT & VENTILATION EXEMPT DUE TO SPACE PURPOSE

CHAPTER 5 - BUILDING HEIGHT AND AREA

T503 ALLOWABLE BUILDING AREA (% TOTAL FOR EACH AREA):

GROUPS B STORIES

ALLOWABLE SF 15,030* 2

PROVIDED SF 13,663 2

*INCLUDES FRONTAGE INCREASE PER 506.3 (572'/621'=0.92-0.25=0.67)

W/W = 0, SINCE 30' PROVIDED ON SEVERAL SIDES, AREA INCREASE = 6,030

CHAPTER 6 - TYPE OF CONSTRUCTION

T601 CONSTRUCTION TYPE V-B (NON-SPRINKLERED) (WORST CASE)

CHAPTER 7 - FIRE RESISTANT RATED CONSTRUCTION

706 FIRE WALLS NONE REQUIRED

707 FIRE BARRIERS NONE REQUIRED

708 FIRE PARTITIONS NONE REQUIRED

709 SMOKE BARRIERS NONE REQUIRED

710 SMOKE PARTITIONS NONE REQUIRED

711 FLOOR & ROOF ASSEMBLIES NONE REQUIRED

712 VERTICAL OPENINGS NOT APPLICABLE

713 SHAFT ENCLOSURES NOT APPLICABLE

714 PENETRATIONS NOT APPLICABLE

715 JOINT SYSTEMS NOT APPLICABLE

716 OPENING PROTECTIVES NOT APPLICABLE

717 DUCTS & AIR XFER OPENINGS NOT APPLICABLE

718 CONCEALED SPACES NOT APPLICABLE

CHAPTER 8 - INTERIOR FINISHES

T803.11 INTERIOR EXIT PASSAGEWAYS CLASS A MIN

CORRIDORS CLASS A MIN

ROOMS CLASS C MIN

CHAPTER 9 - FIRE PROTECTION SYSTEMS

903.2.1.3 GROUP B NO SPRINKLER SYSTEM REQUIRED

CHAPTER 10 - MEANS OF EGRESS

T1004.1.2 OCCUPANT LOAD (BUSINESS)

FIRST FLOOR 11,098 SF / 100 SF/OCC = 111 OCCUPANTS

SECOND FLOOR 2,565 SF / 100 SF/OCC = 26 OCCUPANTS

TOTAL OCCUPANT LOAD = 137 OCCUPANTS

1005.1 EGRESS WIDTH 0.02"/OCC (SEE 1017.2, MIN. WIDTH TO BE 36")

T1006.2.1 NUMBER OF EXITS 2 REQUIRED (OL > 49)

COMMON TRAVEL DISTANCE 75 FT MAX (OL > 30)

1008.1 EGRESS ILLUMINATION PROVIDED

1010.1.9.3 PANIC HARDWARE NOT REQUIRED (EXC 2: GROUP A, < 300 OCC)

1010.1.9.3 SIGN REQUIRED "DOOR TO REMAIN UNLOCKED" SIGNAGE REQUIRED

1011 STAIRWAYS NOT APPLICABLE

1012 RAMPS NOT APPLICABLE

1013 EXIT SIGNS WILL PROVIDED AS REQUIRED

1016.2.2 EGRESS THRU INTERV. SPACES ALLOWED

T1017.2 EXIT TRAVEL DISTANCE 200 FT MAX

T1020.1 CORRIDOR RATING NOT REQUIRED (NOT SERVED BY OL > 30)

T1020.2 MIN CORRIDOR WIDTH 36 INCHES (OCCUP LOAD < 50)

1020.4 DEAD END CORRIDORS NONE (20 FT MAX)

1024 LUMINOUS PATHWAY NOT REQUIRED

1028 ASSEMBLY EGRESS NOT REQUIRED (NO ASSEMBLY SPACES)

1029 EMERGENCY ESCAPE NOT APPLICABLE

CHAPTER 11 - ACCESSIBILITY SEE THE ACCESSIBILITY CODE SUMMARY BELOW

CHAPTER 12 - INTERIOR ENVIRONMENT

VENTILATION: MECHANICAL

ATTIC NONE

CHAPTER 16 - STRUCTURAL SEE WIND DESIGN DATA ON THIS SHEET

INDEX OF DRAWINGS

A0.1 COVER

A0.2CODE SUMMARY, NOTES, INDEX OF DRAWINGS

A1.1 LIFE SAFETY PLAN - OVERALL FIRST FLOOR

A2.1 DEMOLITION PLAN - FIRST FLOOR - OVERALL

A2.2 DEMOLITION PLAN - FIRST FLOOR - WEST

A3.1 FLOOR PLAN - OVERALL

A3.2 FLOOR PLAN - WEST

A3.3 FLOOR PLAN - SOUTH

A4.1 REFLECTED CEILING PLAN

A7.1 SCHEDULES & INTERIOR ELEVATIONS

A9.1 SECTIONS AND DETAILS

E1.1 ELECTRICAL PLAN - OVERALL

E1.2 ELECTRICAL POWER PLAN - WEST

E1.3 ENLARGED ELECTRICAL PLANS

GENERAL NOTES AND INSTRUCTIONS

1. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED

ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED

REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. THESE DRAWINGS ARE

FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY INFRINGEMENT

WILL BE VIGOROUSLY PROSECUTED.

2. DRAWINGS AND NOTES ARE NOT EXHAUSTIVE AND ALL WORK SHALL ADHERE TO THE

APPLICABLE CODES AND STANDARDS WHETHER OR NOT IT IS SHOWN ON THE

DRAWINGS. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED WITH DUE CARE AND

DILIGENCE, HOWEVER THE ARCHITECT CANNOT GUARANTEE PERFECTION. FAILURE

TO NOTIFY THE ARCHITECT OF DISCREPANCIES AND CHANGES WITHOUT THE

WRITTEN CONSENT OF THE DESIGN TEAM RELIEVES THE ARCHITECT OF THE

RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING FROM SUCH CHANGES OR

DISCREPANCIES. MINOR DETAILS OR MEANS AND METHODS NOT USUALLY SHOWN OR

SPECIFIED BUT REQUIRED FOR PROPER COMPLETION OF THE WORK ARE

INCORPORATED INTO THE CONTRACT DOCUMENTS AS IF THEY WERE SHOWN.

3. THE ARCHITECT SHALL NOT BE RESPONSIBLE WHERE CONSTRUCTION DEVIATES

FROM THESE DRAWINGS OR FROM WRITTEN RECOMMENDATIONS. CHANGES TO THE

PLANS BY THE OWNER AND/OR CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE

PERSONS MAKING SUCH CHANGES. THE OWNER AND/OR CONTRACTOR SHALL HOLD

THE ARCHITECT HARMLESS FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND

EXPENSES INCLUDING, BUT NOT LIMITED TO, ATTORNEY'S FEES ARISING OUT OF OR

RESULTING FROM THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. THE

ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR

PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH

THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS,

FOR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF

ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

4. THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE,

HANDLING, REMOVAL, DISPOSAL OR EXPOSE OF PEOPLE TO HAZARDOUS MATERIALS

IN ANY FORM INCLUDING, BUT NOT LIMITED TO, ASBESTOS PRODUCTS,

POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. NO ASBESTOS

CONTAINING PRODUCTS ARE TO BE INSTALLED IN THE PROJECT.

5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES,

LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND

COMPLETION OF THE WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR ARRANGING

ALL OTHER WORK REQUIRED TO MAKE THE BUILDING OCCUPIABLE, OPERATIVE, AND

IN AGREEMENT WITH THE DESIGN INTENT DOCUMENTED IN THE DRAWINGS AND

SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

SUBCONTRACTORS, INSPECTIONS, TRADES AND THE MAINTENANCE OF THE PROJECT

SCHEDULE.

6. NOTIFY THE ARCHITECT IF THE PROPOSED USE IS NOT IN ACCORDANCE WITH LOCAL

AND STATE REQUIREMENTS AND PROVIDE THE ARCHITECT WITH ANY NECESSARY

DOCUMENTATION INCLUDING ZONING, SETBACKS, ENVIRONMENTAL REGULATIONS,

OR ANY SIMILAR CONSTRAINTS WHICH MAY AFFECT THE PROJECT. HOWEVER, IN NO

CASE SHALL ANY PART OF THE DWELLING OR ANY OTHER STRUCTURE BE LOCATION

WITHIN 3'-0" OF A PROPERTY LINE WITHOUT APPROVAL OF THE ARCHITECT.

7. INCLUDED ENGINEERS' DRAWINGS TAKE PRECEDENCE OVER ARCHITECTURAL IN

REGARD TO CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL ENGINEERING

CONTENT. HOWEVER CONFLICTS ARE TO BE RESOLVED BY THE ARCHITECT AFTER

WRITTEN NOTIFICATION BY THE CONTRACTOR AND IN CONSIDERATION OF THE

RELEVANT ARCHITECTURAL DETAILS.

8. WHEN NOT PROVIDED IN THE CONTRACT DOCUMENTS, THE DESIGN OF HEATING,

VENTILATION AND AIR CONDITIONING, PLUMBING, GAS AND ELECTRICAL SYSTEMS ARE

TO BE PROVIDED BY THE CONTRACTOR, INCLUDING THE PREPARATION OF REQUIRED

DRAWINGS AND COORDINATION WITH THE ARCHITECTURAL DRAWINGS. THE

ARCHITECTURAL DRAWINGS SHOW THE GENERAL ARRANGEMENT, EXTENT AND

INTENT OF THE WORK.

9. INSTALL ALL WORK PLUMB, TRUE, LEVEL AND WITH GOOD WORKMANSHIP. THE

ARCHITECT RESERVES THE RIGHT TO REJECT INFERIOR WORK. INFERIOR WORK

SHALL BE REPLACED AS DIRECTED WITHOUT ADDITIONAL COST TO THE OWNER.

10. INSTALL ALL MATERIALS, PRODUCTS AND EQUIPMENT TO THE MANUFACTURERS'

INSTRUCTIONS, RECOMMENDATIONS AND THE STANDARD OF RECOGNIZED AGENCIES

AND ASSOCIATIONS. PROVIDE ADEQUATE BLOCKING/SUPPORT FOR ALL EQUIPMENT,

CABINETS, ETC. PROVIDE ALL ANCHORS, FASTENERS AND ACCESSORIES REQUIRED

FOR A COMPLETE INSTALLATION. ALLOW FOR THERMAL EXPANSION, CONTRACTION

AND BUILDING MOVEMENT. SEPARATE INCOMPATIBLE MATERIALS WITH SUITABLE

MATERIALS OR SPACING. PREVENT CATHODIC CORROSION. PROTECT BETWEEN

MATERIALS/STRUCTURE AS INDICATED AND AS REQUIRED BY THE MANUFACTURER

OR RECOGNIZED INDUSTRY STANDARDS. INSTALL PRODUCTS UNDER APPROPRIATE

ENVIRONMENTAL CONDITIONS (AIR TEMPERATURE, SURFACE TEMPERATURE,

RELATIVE HUMIDITY, ETC.) TO ENSURE QUALITY AND DURABILITY. MAINTAIN PROPER

PROTECTION DURING DRYING/CURING.

11. WHERE SIZE, CAPACITY, MODEL, STYLE OR OTHER PERTINENT INFORMATION IS NOT

SHOWN, FURNISH WORK IN THE FASHION THAT WILL MEET APPLICABLE CODE AND

RESULT IN AN OPERABLE BUILDING MEETING THE DESIGN INTENT AND OBTAIN THE

ARCHITECT'S WRITTEN APPROVAL PRIOR TO PROCEEDING. WHERE THE COMPLETE

SIZES OR DIMENSIONS OF MEMBERS, CONNECTIONS OR FASTENERS OF ANY ITEM

ARE NOT INDICATED, DESIGN THE ITEM TO PRODUCE THE STRENGTH APPROPRIATE

TO THE USE INTENDED.

12. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS

AND CONDITIONS RELIED UPON FOR THE INSTALLATION OF SHOP-FABRICATED OR

OTHER FIELD-INSTALLED MATERIALS.

13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CONSTRUCTION WASTE

RECYCLING PROGRAM FOR WOOD, METALS AND CARDBOARD IN ADDITION TO

REMOVING ALL RUBBISH AND DEBRIS AND KEEPING A CLEAN SITE. THE CONTRACTOR

IS RESPONSIBLE FOR A THOROUGH AND PROFESSIONAL CLEANING PRIOR TO OWNER

OCCUPANCY AND COORDINATION OF A FINAL PUNCH LIST PROCESS.

14. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH FULL WARRANTY INFORMATION

ON ALL PRODUCTS AND EQUIPMENT, AS WELL AS MAINTENANCE AND OPERATION

MANUALS INCLUDING MANUFACTURERS' INSTRUCTIONS AND OTHER RELEVANT

MATERIAL.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND CONTINUOUS

MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S

PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY

OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONSTRUCTION CONTRACT.

16. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHALL BE

VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS

AND/OR CONFLICTS BEFORE PROCEEDING WITH THE PORTION OF THE WORK IN

QUESTION. CONTRACTOR SHALL HAVE ALL DIMENSIONS FIELD VERIFIED PRIOR TO

ORDERING MATERIALS.

17. CHECK DETAILS FOR APPROPRIATE LOCATION OF ALL ITEMS NOT DIMENSIONED ON

THE DRAWINGS. ALL DOORS ARE LOCATED BY THE FLOOR PLAN DIMENSIONS AND/OR

JAMB DETAIL RELATIVE TO THE ADJACENT WALLS AND PARTITIONS. DOORS AND

CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE 4" FROM THE FACE OF THE

ADJACENT WALL OR CENTERED BETWEEN THE WALLS, UNLESS NOTED OTHERWISE.

18. UNLESS NOTED OTHERWISE, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE

FACE OF THE STUD OR FACE OF THE BLOCK. "ALIGN" MEANS TO ACCURATELY LOCATE

FINISHED FACES IN THE SAME PLANE. WHERE SPECIFIC DIMENSIONS, DETAILS AND

DESIGN INTENT CANNOT BE DETERMINED, NOTIFY THE ARCHITECT IN WRITING

BEFORE PROCEEDING WITH ANY WORK IN QUESTION.

19. FOR STRUCTURAL WORK THE CONTRACTOR SHALL REVIEW ALL STRUCTURAL

DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO THE CONSTRUCTION.

CONTRACTOR SHALL INFORM ARCHITECT OF ANY DISCREPANCIES IN THE

DOCUMENTS OR IN CONFLICT WITH THE CODES. CONTRACTOR INITIATED CHANGES

SHALL BE SUBMITTED IN WRITING TO THE OWNER, ARCHITECT AND STRUCTURAL

ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. PROVIDE

ADEQUATE TIME (10 WORKING DAYS MINIMUM) TO REVIEW PROPOSED CHANGES.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS

AND: METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM

THE WORK. ALL STRUCTURAL SYSTEMS SUCH AS WOOD PRESSED-PLATE TRUSSES

WHICH HAVE COMPONENTS TO BE FIELD-ERECTED SHALL BE SUPERVISED BY THE

SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION

IN ACCORDANCE WITH THE SUPPLIER'S PRINTED INSTRUCTIONS. CONTRACTOR TO

COORDINATE STRUCTURAL FRAMING WITH ELECTRICAL, PLUMBING AND MECHANICAL

WORK. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OPERATION OF ALL

SYSTEMS AND THE COORDINATION OF ALL SYSTEMS AND TRADES. CONTRACTOR TO

NOTIFY ARCHITECT AND ENGINEER FOR RESOLUTION OF ALL DISCREPANCIES PRIOR

TO CONSTRUCTION.

20. ALL WINDOW AND DOOR SIZES AND DIMENSIONS ARE NOMINAL AND THE

CONTRACTOR OR SUBCONTRACTOR/INSTALLER IS CHARGED WITH PROVIDING THE

CORRECT ROUGH OPENING AS REQUIRED FOR THE CORRECT INSTALLATION OF THE

PRODUCT.

21. THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE

ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION.

22. TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT DUPLICATED EVERYWHERE

THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED

DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL. REPETITIVE FEATURES

NOT INDICATED IN THE DRAWINGS EVERY PLACE THAT THEY OCCUR SHALL BE

PROVIDED AS IF DRAWN IN FULL. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE

OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT

SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED.

23. THE CONTRACTOR AND SUBCONTRACTORS SHALL CONSULT THE COMPLETE SET OF

PLANS FOR COORDINATION OF WORK. THE CONTRACT DOCUMENTS ARE

COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF

REQUIRED BY ALL.

24. EACH SUBCONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF

CONDITIONS THEREIN. EACH TRADE CONTRACTOR SHALL INVESTIGATE, VERIFY AND

BE RESPONSIBLE FOR ALL THEIR REQUIREMENTS IN THE PROJECT AND SHALL NOTIFY

THE ARCHITECT AND OWNER OF ANY CONDITIONS REQUIRING INFORMATION BEFORE

PROCEEDING WITH THEIR WORK. THE SUBCONTRACTORS SHALL PROTECT ALL

EXISTING SITE ELEMENTS FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS AND

REPAIR OR REPLACE ELEMENTS DAMAGED DURING THE PROJECT.

25. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE

CONCEALED IN ALL FINISHED SPACES. FASTENER SIZE AND SPACING SHALL BE IN

ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND FBC TABLE 2304.9.1. ALL

FASTENERS FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED

ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER IN

ACCORDANCE WITH FRC R317.3.

26. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER BY

GASKETS OR COATINGS OR BOTH TO AVOID GALVANIC CORROSION ACTION.

27. ALL WOOD EXPOSED TO THE WEATHER SUCH AS DECKS, RAILINGS, JOISTS, BEAMS

AND POSTS SHALL BE PRESSURE-TREATED. ALL WOOD IN CONTACT WITH CONCRETE

OR MASONRY SHALL BE PRESSURE-TREATED.

28. EXPOSED SEALANTS SHALL BE CONSTRUCTED WITH A BOND BREAKER OR BACKER

ROD. UNLESS NOTED OTHERWISE ALL EXTERIOR JOINTS SHALL BE SEALED WITH

DOW CORNING 795 SILICONE SEALANT. HIDDEN SEALANT JOINTS NOT EXPOSED TO

THE EXTERIOR SHALL BE BUTYL SEALANT.

29. PROVIDE BLOCKING AT ALL EXTERIOR WALL PENETRATIONS (HOSE BIBS, ELECTRICAL

RECEPTACLES, FIXTURES, ETC.). PROVIDE A HEAD FLASHING OVER THE BLOCKING AT

PENETRATIONS OVER 9" IN LENGTH.

30. PROVIDE BLOCKING FOR ALL CASEWORK, TOILET ACCESSORIES AND OTHER

ELEMENTS MOUNTED TO OR BRACED AGAINST THE WALLS PRIOR TO INSTALLING

WALL BOARD.

FLORIDA BUILDING CODE, PLUMBING

FLORIDA PLUMBING CODE 2017 (6th Ed)

CHAPTER 4 - FIXTURES, FAUCETS AND FIXTURE FITTINGS

403.1 MIN NO. OF FIXTURES - BUSINESS OCCUPANCY

OCCUP M W

BUSINESS 137 69 69

T403.1 W/C 1/25 FOR 1ST 50, THEN 1/50

LAVS 1/40 FOR 1ST 80, THEN 1/80

FOUNTAINS 1/100

SERVICE SINKS 1

REQUIRED PROVIDED

W/C LAVS FOUNT SVC SINKS W/C LAVS FOUNT SVC SINKS

MEN 2 2 3 3

WOMEN 2 2 3 3

UNISEX 1 1

TOTALS 4 4 2 1 7 7 1 1

403.2 SEPARATE FACILITIES REQUIRED

403.2.1 FAMILY (UNI-SEX) ALLOWED UNISEX ALLOWED IN LIEU OF SEPARATE FACILITIES

403.4.1 DIRECTIONAL SIGNAGE REQUIRED AT ENTRY

ACCESSIBILITY CODE SUMMARY

FLORIDA ACCESSIBILITY CODE 2017 (6th Ed)

CHAPTER 2 - SCOPING REQUIREMENTS

201.1 VERTICAL ACCESSIBILITY N/A

203.9 EMPLOYEE WORK AREAS ACCESS FOR APPROACH, ENTRY & EXIT

206 ACCESSIBLE ROUTES AN ACCESSIBLE ROUTE IS PROVIDED

207 ACCESSIBLE EGRESS ACCESSIBLE EGRESS IS PROVIDED

208 ACCESSIBLE PARKING PROVIDED

209 PASSENGER LOADING N/A

210 STAIRWAYS N/A

211 DRINKING FOUNTAINS HI/LO PROVIDED

212 KITCHENS AND SINKS ACCESSIBLE

213.2 TOILET AND BATHING ROOMS ACCESSIBLE RESTROOMS PROVIDED

216 SIGNS SIGNS SHALL BE PROVIDED WHERE REQD

217 TELEPHONES N/A

226.1 WORK SURFACES 36" MAX HT, SIDE APPROACH PROVIDED

CHAPTER 3 - BUILDING BLOCKS

303 CHANGES IN LEVEL ACCESSIBLE ROUTE MEETS CODE

CHAPTER 4 - ACCESSIBLE ROUTES

404 DOORS ALL ON ACCESSIBLE ROUTE MEET CODE

CHAPTER 7 - COMMUNICATION ELEMENTS AND FEATURES

703 SIGNS WHERE REQUIRED, SIGNS SHALL COMPLY

FLORIDA FIRE PREVENTION CODE SUMMARY

FLORIDA FIRE PREVENTION CODE, 2017 (6th EDITION)

"1:" SIGNIFIES NFPA 1 & "101:" SIGNIFIES NFPA 101, AS AMENDED BY FLORIDA

1:CHAPTER 6 - CLASSIFICATION OF OCCUPANCY (NOTE: 101, CHAPTER 6 IDENTICAL AS BELOW)

6.1.2 CLASSIF. OF OCCUPANCY BUSINESS

1:CHAPTER 20.13 - BUSINESS

20.13.3.2.1 EXITS & EXIT CORRIDORS WALL & CLG: CLASS A OR B

20.13.3.2.2 ALL OTHER SPACES WALL & CLG: CLASS B OR C

20.13.3.3.2 EXITS & EXIT CORRIDORS FLOORING: CLASS I OR II

20.13.3.3.3 ALL OTHER SPACES PER 12.5.8.2: RADIANT FLUX MIN 0.1 W/CM

2

101:CHAPTER 7 - MEANS OF EGRESS

7.2.1.3.5 EXISTING FLOOR LEVEL PERMITTED TO BE 8" BELOW INT FLOOR LEVEL

T7.3.1.2 SEE FBC BUILDING CODE SUMMARY - CHAPTER 10

7.3.4.1(2) MIN. EXIT WIDTH 36"

7.4.1.1 MIN. NO OF EXITS 2 (< 500 OL)

7.5.1.3.5 EXIT DIAGONAL SEPARATION EXISTING EXEMPT AS LONG AS REMOTE FROM EACH OTHER

7.8.1.2 EXIT ILLUMINATION REQUIRED DURING TIMES OF OCCUP.

101:CHAPTER 13 - EXISTING ASSEMBLY OCCUPANCIES

13.1.5 CLASS OF HAZARD ORDINARY AND LOW

13.1.7 OCCUPANT LOAD SEE T7.3.1.2 ABOVE

13.2.2.2.3 DOORS ALL EXISTING EXIT DOORS FROM ASSEMBLY SPACES HAVE

EXISTING OR NEW PANIC HARDWARE IN COMPLIANCE WITH

THIS SECTION

13.2.4.2 NUMBER OF EXITS < 600 OL, 2 EXITS PERMITTED

13.2.5.1.2 COMMON PATH OF TRAVEL 20 FT FOR ANY OL, 75 FT FOR < 50 OL

13.2.5.1.3 DEAD-END CORRIDORS 20 FT MAX (NONE)

13.2.6.2(1) TRAVEL DISTANCE 250 FT MAX (WITH FIRE SPRINKLER SYSTEM)

13.2.8 ILLUMINATION OF EGRESS PROVIDED

13.2.9 EMERGENCY LIGHTING PROVIDED

13.2.10 EXIT MARKINGS PROVIDED

13.3.3.2 CORRIDOR & STAIR FINISHES CLASS A OR B

13.3.3.3 ASSEMBLY AREA FINISHES CLASS A, B OR C (< 300 OL)

13.3.3.5 FLOOR FINISHES NO REQUIREMENTS

13.3.4.1.1 FIRE ALARM EXISTING FIRE ALARM SYSTEM (< 300 OL)

13.3.5 EXTINGUISHMENT PORTABLE EXTINGUISHERS PROVIDED

REMAINING CHAPTER 13 SECTIONS DO NOT APPLY (MORE FOR THEATERS, CONVENTION HALLS, ETC)

101:CHAPTER 43 - BUILDING REHABILITATION

43.1.3.2 CLASSIFICATION OF WORK EACH AREA SHALL BE CLASSIFIED INDEPENDENTLY

43.3.1.3 REPAIRS WORK SHALL BE DONE USING LIKE MATERIALS

43.4.3 INT FINISH REQUIREMENTS NEW INTERIOR FINISHES SHALL MEET REQS FOR NEW

CONSTRUCTION

43.6.1.1(2) STAIR RECONSTRUCTION SHALL BE PERMITTED TO COMPLY WITH 7.2.2.2.1.1(3)

1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A1.1

191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

3

0

EXIT DIST

= 48'-0"

2017 FLORIDA BUILDING CODE, ACCESSIBILITY CODE (6TH ED)

ACCESSIBLE ROUTE:

· ACCESSIBLE ROUTE TO COMPLY WITH 206 AND 402.

· ACCESSIBLE MEANS OF EGRESS TO COMPLY WITH 207.

· PARKING SPACES TO COMPLY WITH 208 AND 502.

· WALK SURFACES TO COMPLY WITH 403.

ACCESSIBLE DOORS AND DOORWAYS:

· DOORS AND DOORWAYS TO COMPLY WITH 404.

· THRESHOLDS TO COMPLY WITH 404.2.5.

· DOOR HARDWARE TO COMPLY WITH 404.2.7.

ACCESSIBLE TOILET FACILITIES:

· ACCESSIBLE TOILET FACILITIES TO COMPLY WITH 213 AND CHAPTER 6.

· DRINKING FOUNTAINS TO COMPLY WITH 602.

· TOILET ROOMS TO COMPLY WITH 603.

ACCESSIBLE KITCHENS:

· ACCESSIBLE KITCHENS TO COMPLY WITH 212, 606, AND 804.

SIGNAGE:

· DIRECTIONAL AND INFORMATION SIGNAGE TO COMPLY WITH 216.

105

OFFICE

106

OFFICE

107

LOBBY

111

OFFICE

112

OFFICE

104

OFFICE

103

OFFICE

102

STOR

101

OFFICE

109

108

110A

110E

116

LOBBY

117

OFFICE

127

PLANS

126

OFFICE

120

CONF

118

OFFICE

119

OFFICE

124

OFFICE

125

OFFICE

123

OFFICE

122

BREAK

105A

RESTRM

115

STOR

114

RRM

112A

IDF

113A

ELECT

127A

HVAC

127B

STOR

107A

HVAC

121

RESTRM

110B

110D

11

0C

149

RESTRM

150

RESTRM

145

14

5

145

145

136

OFFICE

134

OFFICE

133

OFFICE

128

OFFICE

130

OFFICE

132

OFFICE

137

OFFICE

138

LOBBY

139

CONF

141

OFFICE

140

OFFICE

148

OFFICE

146

OFFICE

144

OFFICE

151

HVAC

131

CONF

129

OFFICE

145

142

STOR

161

OFFICE

16

2

165

OFFICE

164

OFFICE

163

152

CONFERENCE

157

OFFICE

156

OFFICE

155

OFFICE

154

RESTRM

153

RESTRM

162

162

LIFE SAFETY PLAN - OVERALL FIRST FLOOR

1/8" = 1'-0"

1

SYMBOLS

FE

1-HR RATED WALL

LONGEST EXIT PATH

FIRE EXTINGUISHER

FE-1 5-lb. (3A-40BC)

FE-2 10-lb. (4A-80BC)

FE-3 20-lb. (20A-120BC)

FE-4 15-lb. (CLASS K)

COMBINATION EXIT SIGN AND

EMERGENCY LIGHTING

SMOKE DETECTOR

HEAT DETECTOR

FIRE PULL

HORN/VOICE EVACUATION

STROBE

STROBE/HORN, VOICE EVACUATION

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

S

H

FP

FACP

FAAP

FIRE SUPPRESSION FLOW SWITCH

FIRE SUPPRESSION TAMPER SWITCH

FS

TS

EMERGENCY LIGHT

FE

FE

FE

3

0

3

0

3

0

3

0

3

0

FP

FP

S S

FACP

FE

FP

S

FP

S

S

S

FP

S

S

S

FP

FP

EXIT DIST

= 46'-4"

EXIT DIST

= 61'-3"

EXIT DIST

= 85'-7"

EXIT DIST

= 58'-8"

EXIT DIST

= 49'-1"

EXIT DIST

= 54'-8"

EXIT DIST

= 52'-8"

EXIT DIST

= 33'-10"

EXIT DIST

= 51'-3"

EXIT DIST = 72'-7"

EXIT DIST = 38'-8"

EXIT DIST = 59'-11"EXIT DIST = 72'-2"

EXIT DIST

= 88'-5"

5

0

3

0

3

0

3

0

3

0

4

0

3

0

2

82

6

2

0

2

6

2

6

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

2

10

2

10

2

6

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

5

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

6

0

3

5

3

0

3

0

3

0

3

0

2

10

2

10

2

10

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

6

0

3

0

3

0

3

0

AREA CALCULATIONS

FIRST FLOOR 11,098 GSF

SECOND FLOOR 2,565 GSF

TOTAL AREA (GROSS) 13,663 GSF

S

S

HATCHED AREA IS NOT IN THE

SCOPE OF THIS PROJECT

EXIT DIST

= 37'-3"

3

0

3

0

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A2.2

191003

5-9-2020

BOB

BOB

1 5-27-2020 ADD 1

DEMOLITION PLAN - FIRST PLAN - WEST

1/4" = 1'-0"

1

22'-0" 4'-0" 60'-0"

86'-0"

8'-5 3/4" 3'-10"9'-8 1/4" 20'-0 1/4"13'-0 3/4"11'-2 1/2"11'-6 3/4"

NOTE:

· ALL DIMENSIONS ARE TO FINISHED

FACES AND ARE FROM FIELD SURVEYS.

· THEY HAVE BEEN ROUNDED TO THE

NEAREST INCH.

· THE MEASUREMENTS ARE TO BE

CONSIDERED AVERAGES AND SHOULD

BE FIELD VERIFIED.

· NO WARRANTY IS GIVEN FOR THE

ACCURACY OF EXISTING CONDITIONS.

· NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

4'-2"

30'-0"

15'-7 3/4"

3'-10 1/2"

10'-5 3/4"

9'-4 1/4"

6'-3 1/2"

91'-6 3/4"

52'-4" 39'-2 3/4"

1'-11" 6'-4" 6'-4 1/2" 12'-1" 5'-0 3/4" 7'-0 1/4"

39'-2 3/4"

9'-1 1/2" 10'-3 1/2" 6'-0 3/4" 13'-9"

17'-5"

50'-0"

10'-11 1/2"

32'-1"

6'-11 1/2"

9'-0"

5'-7 1/4"

3'-5 1/4"

7'-6"

6'-6 1/4"

3'-4 3/4"

5'-0"

11'-0"

11'-1 1/2"

10'-11"

1'-0"

12'-6 1/2" 1'-0"

4'-5 3/4"

10'-8"

21'-10 1/4"

1'-0"

14'-7 1/2" 12'-1" 5'-2" 10'-0" 10'-5 1/2"

10'-10 1/2"

1'-1"

16'-4 3/4" 16'-2" 14'-1 1/2" 3'-9 1/2"

14'-0 1/4"

1'-0"

4'-1 1/2"

9'-7 1/4"

7 1/2"

3'-10 1/2"

9'-11 1/2" 10'-5"

RAMP

DN 3.5"

RAMP

DN 3.5"

3'-0"

3'-6"

RAMP

DN 4.5"

RAMP

DN 3"

38'-0"

68'-0"

REMOVE EXISTING BUILT-IN

DESKS AND BOOKSHELVES

(TYP)

REMOVE EXIST SHELVING,

WINDOW AND CREATE

DOORWAY

REMOVE EXIST

SLIDING WIND AND

CLOSE UP WALLREMOVE EXIST

SLIDING WIND AND

CLOSE UP WALL

REMOVE EXIST

CABINET

REMOVE EXIST POCKET

DOOR TO MAKE WAY

FOR NEW DOORWAY

REMOVE EXISTING BUILT-IN

DESKS AND BOOKSHELVES

(TYP)

EXISTING DATA/TELE

CABLING TO BE PLACED

IN NEW CHASE

REMOVE EXISTING FIXTURES

AND WET WALL TO PREPARE

FOR NEW SINGLE RESTROOM

4'-2 3/4"

4'-7 1/2"

7'-6 1/4"

5'-5 3/4"

REMOVE EXISTING

DOOR & JAMB

4'-1 1/4"

4'-1 1/4"

CUT BACK WALL FOR

NEW CASED OPENING

105

OFFICE

106

OFFICE

107

LOBBY

111

OFFICE

112

OFFICE104

OFFICE

103

OFFICE

102

STOR

101

OFFICE

109

108

110A

116

LOBBY

117

OFFICE

127

PLANS

126

OFFICE

113

OFFICE

120

CONF

118

OFFICE

119

OFFICE

124

OFFICE

125

OFFICE

123

OFFICE

122

BREAK

105A

RESTRM

115

STOR

114

RRM

112A

IDF

113A

ELECT

127A

HVAC

127B

STOR

107A

HVAC

121

RESTRM

110E

110D

110B

110C

3'-0"

3'-0"

4'-9 3/4"

5'-2 3/4"

1'-1 1/4"

5'-1"

4'-0"

2'-7 1/4"

4'-0"

2'-0"

3'-0" REMOVE EXISTING

WALL (TYP)

REMOVE EXISTING

PLUMBING FIXTURES

REMOVE EXISTING WALLS

DEMOLITION SCOPE

THESE GENERAL NOTES ARE SUPERCEDED BY SPECIFIC NOTES ON THE DRAWINGS.

REFER TO SHEET A3.1 FOR TABLE OF WORK SCOPE FOR ADDITIONAL INFORMATION.

FLOORING:

· EXISTING VCT TO REMAIN AND TO BE COVERED WITH NEW CARPET. WHERE VCT IS CRACKED OR MISSING

OR LOOSE, PATCH FLOOR TO VCT LEVEL BEFORE CARPET INSTALLATION

· EXISTING CARPET TO BE REPLACED WITH NEW CARPET TILES. REMOVE CARPET AND PATCH FLOORS

WHERE NECESSARY FOR SMOOTH INSTALLATION.

· ALL EXISTING WALL BASE TO BE REPLACED WITH NEW BASE.

· EXISTING RESTROOM FLOORS TO BE REPLACED WITH NEW EPOXY FLOORING.

CEILINGS:

· EXISTING HARD CEILINGS WITH POPCORN OR CROW'S FOOT ARE BE SCRAPED, PATCHED/SKIM-COATED

WHERE NEEDED, PRIOR TO NEW KNOCK-DOWN FINISH

· EXISTING SUSPENDED CEILING GRID AND TILES TO BE REPLACED WITH NEW GRID AND NEW TILES.

· LIGHTING TO BE REPLACED WITH NEW LED LIGHTING AS SHOWN ON THE PLANS

WALLS:

· EXISTING SURFACE-MOUNTED ELECTRICAL RACEWAYS TO BE PLACED IN WALLS OR CEILINGS AND THE

SURFACES PATCHED.

· WALLS TO BE PATCHED WHERE DAMAGED FROM THE REMOVAL OF CASEWORK OR OTHER CONSTRUCTION

ACTIVITY.

CASEWORK:

· REMOVE EXISTING CASEWORK IN THE BREAK ROOM AND REPLACE WITH NEW CASEWORK.

EQUIPMENT

· REMOVE EXISTING EQUIPMENT TO REMAIN (LIKE TVs, SENSORS, PULLS, ETC) AND PROTECT AND REINSTALL.

EXISTING DOOR SECURITY WIRING TO REMAIN IN PLACE. OWNER'S SUB IS ONLY ONE AUTHORIZED TO

REMOVE OR REINSTALL.

PLUMBING:

· EXISTING RESTROOMS 121A & B TO BE REPLACED WITH NEW SINGLE RESTROOM 121.

· RESTROOM 114 TO BE REPLACED AND RECONFIGURED INTO LARGER RESTROOM 114.

HVAC:

· EXISTING DIFFUSERS TO BE RETAINED AND RE-SET INTO NEW CEILING GRID.

ELECTRICAL:

· EXISTING LIGHTING TO BE REPLACED WITH NEW LED FIXTURES OF THE SAME SIZE, TYPE AND LUMENS.

· EXISTING SURFACE-MOUNTED RACEWAYS TO BE PLACED IN WALLS OR CEILINGS.

· EXCEPT ALL EXISTING SURFACE-MOUNTED RACEWAYS ASSOCIATED WITH DOORS TO BE LEFT IN PLACE.

UNLESS WALLS ARE BEING DEMOLISHED, THEN PLACE EXISTING RACEWAYS INSIDE NEW WALLS.

· EXISTING COAX TV OUTLETS TO BE REMOVED EXCEPT FOR THE NEW RUN FROM RM 120 TO RM 139

110B

110C



REMOVE INDICATED UPPER

SHELVING

UPPER SHELVING TO

REMAIN

REMOVE ALL KITCHEN

CASEWORK, SALVAGE

SINK FOR RE-USE

EXIST RAMPS

TO BE

LENGTHENED

REMOVE DOOR,

KEEP FRAME

REMOVE DOOR,

KEEP FRAME

REMOVE ALL

EXISTING

PANELING IN RM

REMOVE EXISTING

BUILT-IN DESKS AND

BOOKSHELVES (TYP)

1

1

1

ANTICIPATE CONC

DEMO FOR PLUMBING

ANTICIPATE CONC

DEMO FOR PLUMBING

1

1

NEW CONC TOPPING

TO BE ADDED

NEW DOOR

1

1

1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A3.1

191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

NOTE:




NEAREST INCH.



BE FIELD VERIFIED.




DISCREPANCIES.

FLOOR PLAN - OVERALL

1/8" = 1'-0"

1

105

OFFICE

106

OFFICE

107

LOBBY

111

OFFICE

112

OFFICE

104

OFFICE

103

OFFICE

102

STOR

101

OFFICE

109 108110A

110E

116

LOBBY

117

OFFICE

127

PLANS

126

OFFICE

113

OFFICE

120

CONF

118

OFFICE

119

OFFICE

124

OFFICE

125

OFFICE

123

OFFICE

122

BREAK

105A

RESTRM

115

STOR

114

RRM

112A

IDF

113A

ELECT

127A

HVAC

127B

STOR

107A

HVAC

121

RESTRM

110B

110D

110C

149

RESTRM

150

RESTRM

145

145

145

145

136

OFFICE

134

OFFICE

133

OFFICE

128

OFFICE

130

OFFICE

132

OFFICE

137

OFFICE

138

LOBBY

139

CONF

141

OFFICE

140

OFFICE

148

OFFICE

146

OFFICE

144

OFFICE

151

HVAC

131

CONF

129

OFFICE

145

142

STOR

161

OFFICE

16

2

165

OFFICE

164

OFFICE

163

152

CONFERENCE

157

OFFICE

156

OFFICE

155

OFFICE

154

RESTRM

153

RESTRM

162

162

DEMOLITION & RENOVATION SCHEDULE

NO ROOM NAME

NE

W R

OO

M

FLOOR BASE WALLS CEILING DOORS CASEWORK HVAC PLUMBING ELECT

NOTES

RE

PL

AC

E

CA

RP

ET

PA

TC

H V

CT

& C

AR

PE

T

EP

OX

Y

FL

OO

RIN

G

AD

D C

ON

C

TO

PP

IN

G

NO

D

EM

O

RE

PL

AC

E

WA

LL

B

AS

E

NO

D

EM

O

RE

MO

VE

PA

NE

LIN

G

GW

B

NE

W

FR

AM

IN

G

RE

MO

VE

WIN

DO

W

SK

IM

C

OA

T

NO

D

EM

O

RE

PL

AC

E

SU

SP

C

LG

RE

M

CR

OW

FT

PO

PC

OR

N

NE

W

SU

SP

C

LG

NE

W

KN

OC

KD

N

NO

D

EM

O

RE

MO

VE

DO

OR

NE

W D

OO

R

RE

MO

VE

CA

SE

WO

RK

NE

W

CA

SE

WO

RK

NO

D

EM

O

RE

VIS

E

DU

CT

WO

RK

AD

D N

EW

DU

CT

WO

RK

NO

W

OR

K

RE

MO

VE

FIX

TU

RE

S

RE

WO

RK

PIP

IN

G

NO

W

OR

K

RE

PL

AC

E

LIG

HT

IN

G

EM

BE

D

SU

RF

-M

TD

NE

W

LIG

HT

IN

G

AD

D D

AT

A

NO

W

OR

K

101 OFFICE X X P X X X X X 1

102 STORAGE X X 1 X

103 OFFICE X X X

1

P X X X X X

104 OFFICE X X X

1

X P X X X X X

105 OFFICE X X X X P X X X X

105A RESTROOM X X X X X X

106 OFFICE X X X P X X X X

107 LOBBY X X X P X 1 1 X X

107A HVAC X X X X X

108 CORRIDOR X X P X 1 X

109 CORRIDOR X X X P X 1 X 2

110A CORRIDOR X X X P X 1 1 X 2

110B CORRIDOR X X X X X

110C CORRIDOR X X X X

110D CORRIDOR X X P X X X

110E CORRIDOR X X X

111 OFFICE X X X X C X 1 X X 3

112 OFFICE X X P

1

X 1 1 X X

112A MDF X X X X X

113A ELECT X X X X X

114 RESTROOM X X X G X X X 1 1 X X X X

115 STORAGE X X X X

116 LOBBY X X C X X

117 OFFICE X X P C X X X 4

118 OFFICE X X X X X X X

119 OFFICE X X

1

X X X X X

120 CONFERENCE X X X X X

121 RESTROOM X X X G X X 2 1 X X X X X

122 BREAK X X X X X X X

123 OFFICE X X X X

124 OFFICE X X X X

125 OFFICE X X X X

126 OFFICE X X X X X

127 PLANS X X X X

127A HVAC X X X X X

127B STORAGE X X X X X

152 CONFERENCE X X X X 1 1 5



1

A3.2

ENLARGED PLAN

1

A3.3

ENLARGED PLAN

1

GENERAL NOTES:

1. ALL NEW EXTERIOR DOORS TO COMPLY WITH FLORIDA PRODUCT APPROVAL.

2. ALL NEW INTERIOR WOOD DOORS TO BE OF SOLID-CORE CONSTRUCTION, U.N.O.

SPECIFIC NUMBERED NOTES FOR SCHEDULE:

1. SEE REFLECTED CEILING PLAN

2. CHANGE RAMP TO LONGER SLOPED FLOOR

3. RAISE FLOOR WITH CONC TOPPING TO MATCH RM 107 FLOOR ELEVATION

4. REPAIR BAD JOINT

5. INSTALL OWNER-SUPPLIED SINGLE DOOR - SEE DOOR SCHEDULE

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A3.2

191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

22'-0" 4'-0" 60'-0"

86'-0"

8'-5 3/4" 3'-10"9'-8 1/4" 20'-0 1/4"13'-0 3/4"11'-2 1/2"11'-6 3/4"

NOTE:




NEAREST INCH.



BE FIELD VERIFIED.




DISCREPANCIES.

4'-2"

30'-0"

15'-7 3/4"

3'-10 1/2"

10'-5 3/4"

9'-4 1/4"

6'-3 1/2"

91'-6 3/4"

52'-4" 39'-2 3/4"

1'-11" 6'-4" 6'-4 1/2" 12'-1" 5'-0 3/4" 7'-0 1/4"

39'-2 3/4"

9'-1 1/2" 10'-3 1/2" 6'-0 3/4" 13'-9"

17'-5"

50'-0"

10'-11 1/2"

32'-1"

6'-11 1/2"

9'-0"

5'-7 1/4"

3'-5 1/4"

7'-6"

6'-6 1/4"

3'-8 3/4"

5'-0"

11'-0"

11'-1 1/2"

10'-11"

1'-0"

12'-6 1/2" 1'-0"

4'-5 3/4"

10'-8"

21'-10 1/4"

1'-0"

14'-7 1/2" 12'-1" 5'-2" 10'-0" 10'-5 1/2"

10'-10 1/2"

1'-1"

16'-4 3/4" 16'-2" 14'-1 1/2"

3'-9 1/2"

14'-0 1/4"

1'-0"

4'-1 1/2"

9'-7 1/4"

7 1/2"

3'-10 1/2"

9'-11 1/2" 10'-5"

RAMP

DN 3.5"

RAMP

DN 3.5"

RAMP

DN 4.5"

RAMP

DN 3"

105

OFFICE

106

OFFICE

107

LOBBY

111

OFFICE

112

OFFICE

104

OFFICE

103

OFFICE

102

STOR

101

OFFICE

109

108

110A

116

LOBBY

117

OFFICE

127

PLANS

126

OFFICE

120

CONF

118

OFFICE

119

OFFICE

124

OFFICE

125

OFFICE

123

OFFICE

122

BREAK

105A

RESTRM

115

STOR

114

RRM

112A

IDF

113A

ELECT

127A

HVAC

127B

STOR

107A

HVAC

121

RESTRM

38'-0"

68'-0"

7'-6 1/4"

5'-5 3/4"

8'-10 1/4"

2'-0"

4'-0"

1'-9" 3'-4"

3'-0"

2'-7 1/4"

3'-0"

3'-0"

4'-0"

NEW 3.5" FURRED WET WALL

FILL IN

DOOR

WAY

FILL IN

WINDOW

FILL IN

WINDOW

FILL IN WALL AND

CREATE NEW DOORWAY

FILL IN WALL AND

CREATE NEW DOORWAY

FILL IN

DOOR

WAY

FILL IN

DOOR

WAY

NEW CASED

OPENING

110E

110D

110B

110B

110C

REFER TO SHEET A3.1 FOR TABLE OF WORK

SCOPE FOR ADDITIONAL INFORMATION ON

WORK IN THIS AREA.

2

A9.1

3

A9.1

3

A9.1

3

A9.1

FLOOR PLAN - WEST

1/4" = 1'-0"

1



STUD WALL AT BASE OF STAIR

AGAINST THE FIRST RISER TO

AVOID EXISTING SWITCH

EXTEND RAMPS

AS SHOWN

REMOVE PANELING

AND INSTALL GWB

IN THIS ROOM

CONTRACTOR TO KEEP FLAT FILES IN

THIS ROOM AND MOVE THEM TO ONE

SIDE WHILE PAINTING AND REPLACING

FLOORING AND THEN BACK AS THE

WORK IS DONE IN THE OTHER SIDE OF

THE SPACE.

NEW UPPER AND

BASE CABINETS

105A

105B

105C

108A

101

102

103

104

106B

106A

110A

111

107

116

115

110G

114

110F

126A

112

108B

109

107A

112A

113A

117

110E

110C

110B

110D

126B

118

119

125

124

120A

127C

127D

123

121

127A

127B

120B

4'-1 1/4"

EXISTING

REGISTER

2

A3.3

ENL PLAN

3

A3.3

ENL PLAN

7

A9.1

THIS WALL TO BE

SKIM-COATED

REMOVE PANELING

AND INSTALL GWB

REMOVE PANELING

AND INSTALL GWB

IN THIS ROOM

1

PROVIDE CONC

TOPPING TO RAISE

FLOOR TO SAME

ELEV AS RM 107

1

REPAIR

SAGGING

CEILING

1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A3.3

191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

NOTE:




NEAREST INCH.



BE FIELD VERIFIED.




DISCREPANCIES.



WORK IN THIS AREA.

FLOOR PLAN - ROOM 152

1/4" = 1'-0"

1

152

CONFERENCE

4

A9.1

6'-0"

16'-3"



4'-11 1/2"

6'-4"

4'-11 1/2"

MTL STUD WALL W/GWB TO

COVER EXPOSED CONDUITS.

MAKE WALL FLUSH WITH PANEL

BODY.

152A

152B

ENLARGED RESTROOM 121 & BREAK AREA 122

1/2" = 1'-0"

2

ENLARGED RESTROOM 114

1/2" = 1'-0"

3

REFLECTED CEILING PLAN - ROOM 152

1/4" = 1'-0"

4

EXISTING CEILING GRID & LIGHTS

NEW SUSP ACOUST

CLG AT SAME

ELEVATION AS

EXISTING CLG

EXISTING SOFFIT /

BULKHEAD

8'-7 1/2"

7'-6 1/2"

121

RESTROOM

121

RESTROOM

114

RESTROOM

30" x 48" WHEELCHAIR

SPACE PER FBC-ACC

603.2.3 EXCEPTION 2

60" DIA TURNING

RADIUS

60" x 66" REQ'D

TOILET

CLEARANCE

30" x 48" REQ'D

LAV CLEARANCE

TOIL. PAPER

DISPENSER

SOAP

DISPENSER

(BY OWNER)

MIRROR

2

3

14

6"

3'-0"

1'-0"3'-6"

WASTE

RECEPTACLE

(BY OWNER)

3

0

7

0

DOOR

FEM. NAPKIN DISPOSAL

PAPER TOWEL

DISPENSER

(N.I.C.)

30" x 48" WHEELCHAIR

SPACE PER FBC-ACC

603.2.3 EXCEPTION 2

60" DIA TURNING

RADIUS

60" x 66" REQ'D

TOILET

CLEARANCE

30" x 48" REQ'D

LAV CLEARANCE

TOIL. PAPER

DISPENSER

MIRROR

6"3'-0"

1'-0"

3'-6"

3

0

7

0

DOOR

SOAP

DISPENSER

(BY OWNER)

WASTE

RECEPTACLE

(BY OWNER)

PAPER TOWEL

DISPENSER

(N.I.C.)

FEM. NAPKIN

DISPOSAL

5

6

4

1

23SIM

5

A9.1

1

INSTALL CARPET TILE

TO MATCH EXISTING

1

OWNER-FURNISHED,

CONTRACTOR-INSTALLED

DOOR & FRAME

1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A4.1

191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

105

106

107

111

112

104103

102

101

109

108

110A

116

117

127

126

120

118119

124

125

123

122

10

5A

115

114

112A

113A

127A127B

10

7A

121

110E

110D

110B

110C

REFLECTED CEILING PLAN - WEST

1/4" = 1'-0"

1

NO CEILING WORK

IN THIS SPACE

INDICATE NEW CEILING GRID, ACOUSTIC TILE AND LED

LIGHTING (TO MATCH EXISTING IN SIZE, TYPE AND LUMENS)

NO CEILING WORK

IN THIS SPACE

NO CEILING WORK

IN THIS SPACE

EXISTING SCUTTLE TO REMAIN

EXISTING GWB CEILING TO BE

SCRAPED CLEAN OF POPCORN

OR CROWS-FOOT TEXTURE,

PATCHED AND RECOATED WITH

KNOCK-DOWN FINISH (TYP)

NEW GWB CLG

WITH KNOCK-DOWN

TEXTURE

NEW RECESSED LED FLAT PANEL EQ TO

LITHONIA ACUITY CPX LED W/DGA14 - NOTE

THAT FINAL PLACEMENT WILL BE

DEPENDENT ON ACTUAL JOIST LOCATIONS

9'-10"

CLG HT

9'-8 1/2"

CLG HT

10'-2"

CLG HT

8'-10 1/2" CLG HT

8'-10 1/2" CLG HT

8'-10 1/2" CLG HT

8'-10" CLG HT

8'-11" CLG HT

8'-0" CLG HT

8'-10 1/2" CLG HT 8'-10 1/2" CLG HT

8'-10" CLG HT

9'-0" CLG HT

9'-0" CLG HT

9'-2"+/- CLG HT

TO CLEAR REGISTERS

AND FIRE ALARM BOX

7'-5"

CLG HT

7'-4"

CLG HT

7'-4"

CLG HT

7'-4"

CLG HT

7'-4"

CLG HT

7'-4"

CLG HT

7'-1"

CLG HT

7'-1"

CLG HT

7'-1"

CLG HT

8'-0"

CLG HT

8'-0"

CLG HT

8'-0"

CLG HT

8'-0"

CLG HT

8'-0"

CLG HT

7'-4"

CLG HT



WORK IN THIS AREA.

POSSIBLE LAYOUT

OF CEILING JOISTS

6

A9.1



CENTER OF ROOM AND/OR

START POINT FOR CEILING

GRID LAYOUT (TYP)

GENERAL NOTES:

· EXTEND EXISTING CEILING DUCTS TO NEW CEILINGS

· ADD DUCTS AND CEILING DIFFUSERS FOR WALL REGISTERS TO SET INTO

NEW CEILINGS

1

1

1

1

REPAIR SAGGING CEILING

1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A7.1

191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

DOOR SCHEDULE

NO ROOM

OPENING

CHANGE

EXISTING

DOOR TO

REMAIN

REPLACE

LOCKSET

SIZE

W x H

THK

FRAME DOOR

EXT

HARDWARE

GROUP

NO

CHANGE

NOTES

TYPE MATERIAL FINISH MARK TYPE MATERIAL FINISH

101 OFFICE YES YES 3

0

x 7

0

4

102 STORAGE YES YES 3

0

x 7

0

5


0

x 7

0

4


0

x 7

0

4

105A OFFICE YES 3

0

x 7

0

1 3/8 HM STEEL PAINT A FLUSH SC WD STAIN 1

105B RESTROOM YES YES 2

0

x 7

0

105C OFFICE YES YES 2

6

x 7

0

4

106A OFFICE YES YES 3

0

x 7

0

5

106B OFFICE --- 2

8

x 7

0

CO

107 LOBBY YES 3

0

x 7

0

Y X

107A HVAC YES YES 3

0

x 7

0

5

108A CORRIDOR YES 2

6

x 7

0

Y X

108B CORRIDOR YES --- 2

6

x 7

0

CO WOOD PAINT 1

109 CORRIDOR YES --- 2

6

x 7

0

CO WOOD PAINT 1

110A CORRIDOR YES YES YES 3

0

x 7

0

HM STEEL PAINT A FLUSH SC WD STAIN 5 2

110B CORRIDOR --- 2

6

x 7

0

CO

110C CORRIDOR YES 2

6

x 7

0

Y X

110D CORRIDOR YES 3

0

x 7

0

Y X

110E CORRIDOR --- 3

0

x 7

0

CO

111 OFFICE YES 3

0

x 7

0

4

112 OFFICE YES 3

0

x 7

0


112A IDF YES 5

0

x 7

0

X

113A ELECTRICAL YES 3

0

x 7

0

X

114 RESTROOM YES 3

0

x 7

0


115 STORAGE YES 3

0

x 7

0

X

116 LOBBY YES 3

0

x 7

0

Y X


0

x 7

0

4


0

x 7

0

4


0

x 7

0

4

120A CONFERENCE YES YES 3

0

x 7

0

4

120B CONFERENCE YES 3

0

x 7

0

Y X

121 RESTROOM YES 3

0

x 7

0



0

x 7

0

4


0

x 7

0

4


0

x 7

0

4

126A OFFICE YES YES 3

0

x 7

0

4

126B OFFICE YES 3

0

x 7

0

Y X

127A HVAC YES YES 3

0

x 7

0

5

127B STORAGE YES YES 3

0

x 7

0

5

127C PLANS YES YES 3

0

x 7

0

5

127D PLANS YES 3

0

x 7

0

CO

152A CONFERENCE YES 3

0

x 7

0

Y 3

152B CONFERENCE YES

(2) 3

0

x 7

0

1 3/8 HM STEEL PAINT B FLUSH STEEL PAINT Y 3

FINISH SCHEDULE

NO ROOM NAME

FLOOR BASE WALLS CEILING

CLG HT

EX

IS

TIN

G O

R N

EW

NOTES

CA

RP

ET

T

ILE

EP

OX

Y

NO

W

OR

K

RU

BB

ER

NO

W

OR

K

NE

W G

WB

SK

IM

C

OA

T

PA

IN

T

NO

W

OR

K

KN

OC

K-D

N

GW

B

SU

SP

EN

DE

D

CE

ILIN

G

NO

W

OR

K

101 OFFICE X X X X 7'-4" E

102 STORAGE X X X X 7'-4" E

103 OFFICE X X X X X 7'-4" E



105A RESTROOM X X X X 7'-4" E


107 LOBBY X X X X 7'-1" E

107A HVAC X X X X N/A E

108 CORRIDOR X X X X X 7'-4" E

109 CORRIDOR X X X X 7'-4" E

110A CORRIDOR X X X X X X X VARIES E

110B CORRIDOR X X X X X X X VARIES N

110C CORRIDOR X X X X X X X VARIES N

110D CORRIDOR X X X X X X VARIES N

110E CORRIDOR X X X X X X X VARIES E


112 OFFICE X X X X X 9'-0" N

112A IDF X X X X N/A E

113A ELECTRICAL X X X X N/A E

114 RESTROOM X X X X X 8'-0" N

115 STORAGE X X X X 8'-0" E

116 LOBBY X X X X 8'-0" E


118 OFFICE X X X X 8'-10.5" N

119 OFFICE X X X X X 8'-10.5" N

120 CONFERENCE X X X X 8'-11" N

121 RESTROOM X X X X X 8'-0" N

122 BREAK AREA X X X X 8'-10" N

123 OFFICE X X X X 8'-10.5" N

124 OFFICE X X X X 8'-10.5" N

125 OFFICE X X X X 8'-10.5" N

126 OFFICE X X X X 9'-0" N

127 PLANS X X X X 9'-10" N

127A HVAC X X X X N/A E

127B STORAGE X X X X N/A E

152 CONFERENCE X X X X X E 1

GENERAL DOOR & WINDOW NOTES:

1. ALL EXTERIOR DOORS & WINDOWS TO HAVE

CURRENT FLORIDA PRODUCT APPROVALS

2. ALL WINDOWS SHALL MEET AAMA 101.

3. ALL DOOR GLASS TO BE TEMPERED.

4. SEE PLANS FOR QUANTITIES.

5. FIELD VERIFY ALL SIZES BEFORE ORDERING.

6. SIZES ON THE PLANS ARE NOMINAL AND INTENDED

TO CONVEY DESIGN INTENT. VERIFY SIZES WITH

MANUF. AND FIELD CONDITIONS AND PROVIDE

REQUIRED ROUGH OPENING TO ENSURE

PROPER INSTALLATION.

7. PROVIDE WEATHERSTRIPPING & DOOR SWEEPS TO

ALL EXTERIOR DOORS.

8. PROVIDE NON-EXPANDING SEALANT AT ALL DOORS,

WINDOWS AND ROOF PENETRATIONS.

9. FLASH ALL WINDOWS PER AAMA 2400, AND PROVIDE

SILL PANS PER ASTM E2112.

UNLESS NOTED OTHERWISE, ALL DIMENSIONS

ARE ROUGH OPENING SIZES AND NOT

INCLUDING SHIM SPACE

GENERAL NOTES:

· ALL NEW EXTERIOR DOORS TO COMPLY WITH FLORIDA PRODUCT APPROVAL.

· ALL NEW INTERIOR WOOD DOORS TO BE OF SOLID-CORE CONSTRUCTION, U.N.O.

SPECIFIC NUMBERED NOTES FOR SCHEDULE:

1. LEAVE FRAMES, REMOVE DOORS AND STOPS. PATCH AND PAINT.

2. DOOR TO BE CHANGED TO 3'-0" WIDE. RE-USE ELECTRICAL HARDWARE. USE OWNER'S

SUB

3. OWNER-PROVIDED DOOR & FRAME. CONTRACTOR TO INSTALL. SECURITY CARD

ACCESS TO BE INSTALLED BY OWNER'S SUB.

XXX

FINISH LEGEND:

FLOORING

CT-1 PENTZ MODULAR COMMERCIAL CARPET TILE REVIVAL

7043T-2212 "AWAKENING"

EP-1 EPOXY FINISH - TO BE SELECTED FROM STANDARD COLOR

LINE

WALL BASE

B-1 BURKE RUBBER UNI-COLOR #875 "NAVY (NIGHT BLUE)"

PAINT

WALLS PAINT, SHERWIN-WILLIAMS, SW 7661 "REFLECTION"

FRAMES PAINT, SHERWIN-WILLIAMS, SW 7665 "WALL STREET"

CEILING

GWB-1 LEVEL 4, KNOCK-DOWN FINISH

GENERAL NOTES:

· EXISTING WALLS TO BE SANDED TO REMOVE TEXTURES, FINISHED

TO LEVEL 4 AND PAINTED SMOOTH.

SPECIFIC NOTES:

1. PARTIAL NEW GRID

INT ELEV

1/4" = 1'-0"

5INT ELEV

1/4" = 1'-0"

6INT ELEV

1/4" = 1'-0"

1INT ELEV

1/4" = 1'-0"

4INT ELEV

1/4" = 1'-0"

2INT ELEV

1/4" = 1'-0"

3

2'-9"

2'-10"

3'-6"

PAPER TOWEL

DISPENSER

(BY OWNER)

WASTE RECEPTACLE

(BY OWNER)

SOAP

DISPENSER

(BY OWNER)

2'-5"

1'-8"

12"

TOILET

PAPER

DISPENSER

2'-9"

1'-5"

3'-5"

MIRROR

FEMININE

NAPKIN

DISPOSAL

3'-6"

2'-8"

2'-10"

1'-8"

2'-6"

1'-3" 2'-0"

1'-3" 2'-2" 2'-2" 1'-6" 2'-0" 3'-0"

2'-10"

1'-8"

2'-6"

2'-0" 3'-0"2'-0"

2"

1'-6"

2"

DOOR TYPE A

7'-0 1/16"

SOLID-CORE

WOOD

3'-0"

7'-0"

INSUL STEEL

6'-0"

DOOR TYPE B

1 1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

FF

IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

RE

EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

ER

AT

IO

NS

B

UIL

DIN

G 1

W

ES

T E

ND

A9.1

191003

5-9-2020

BOB

BOB

1 5-15-20 ADD 1

3-1/2" FIBERGLASS

SOUND BATTS (TYP)

3-1/2" 25 GA (18 MIL) GALV STEEL

STUDS @ 24" O.C. MAX (SEE

FLOOR PLAN FOR SIZE) WITH 5/8"

GWB EA SIDE. IF 1/2" GWB IS USED

STUDS TO BE 16" O.C. MAX.

SUSPENDED ACOUSTICAL CLG

(TYP) SEE REFL CLG PLAN

EXISTING CONC SLAB

ANCHOR TO SLAB

W/POWDER-ACTUATED

PINS (0.138" SHANK) @

24" O.C. MIN

3-1/2" 20 GA (33 MIL) MTL

STUD TRACK CONT (SEE

FLOOR PLANS FOR SIZE)

ON FOAM TRACK SEAL

6"

3-1/2" FIBERGLASS

SOUND BATTS (TYP)

25 GA (18 MIL) GALV STEEL

STUDS @ 24" O.C. MAX (SEE

FLOOR PLAN FOR SIZE).

WITH 5/8" GWB EA SIDE

EXISTING CONC SLAB

EXISTING CEILING

ANCHOR TO SLAB

W/POWDER-ACTUATED

PINS (0.138" SHANK) @

24" O.C. MIN

20 GA (33 MIL) MTL STUD

TRACK CONT (SEE

FLOOR PLANS FOR SIZE)

ON FOAM TRACK SEAL

ANCHOR TO EXISTING CLG

WITH HOLLOW WALL ANCHORS

@ 24" O.C. MIN, OR INSTALLED

2x4 BLOCKING @ 24" O.C.

WALL SECTION

3/4" = 1'-0"

1

WALL SECTION

3/4" = 1'-0"

2

CMU WALL INFILL

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

4

RECESSED TROFFER

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

6

EXISTING CMU WALL

NEW 8" x 16" x 8" CMU

INFILL WALL (TYP)

CAULK

INSUL STEEL DOOR

H.M. STEEL DOOR FRAME

16ga MIN

BACKER ROD & CAULK

LED FLAT PANEL

DGA TROFFER SUPPORT FRAMING

EXISTING GWB CEILING

EXISTING DECKING

EXISTING CEILING JOISTS/RAFTERS

3-1/2" UNFACED FIBERGLASS

SOUND BATTS (TYP)

25 GA (18 MIL) GALV STEEL STUDS

@ 24" O.C. MAX W/ 5/8" GWB EA SIDE

(ALT USE 1/2" GWB WITH STUDS AT

16" O.C.)

EXISTING CEILING

20 GA (33 MIL) MTL TRACK

WALL SECTION

3/4" = 1'-0"

3

EX

IS

TIN

G W

IN

DO

W O

PE

NIN

G

EXISTING WALL AND HEADER

EXISTING WALL AND HEADER

20 GA (33 MIL) MTL TRACK

CMU INFILL WALL ELEVATION

1/2" = 1'-0"

5

12" #5 DOWEL EPOXIED INTO EXISTING

CAST-IN-PLACE CONC LINTEL @ 32" O.C.

HOR. MIN 6" EMBEDMENT. EPOXY TO BE

SIMPSON SET.

REMOVE FACE SHELL AS NECESSARY

FOR GROUT PORT (TYP)

12" #5 DOWEL EPOXIED INTO

EXISTING CMU JAMB @ 24" O.C.

VERT. MIN 6" EMBEDMENT.

EPOXY TO BE SIMPSON SET.

FILL CELLS WITH CONC &

1-#5 VERT. 32" O.C. HOR

AND AT END OF INFILL

WALL AND DOOR JAMBS

NEW HM DOOR FRAME

EXISTING CMU WALL

12" #5 DOWEL EPOXIED INTO EXISTING

CONC SILL/SLAB @ 32" O.C. HOR. MIN 6"

EMBEDMENT. EPOXY TO BE SIMPSON

SET.

9 GA TRUSS-TYP HOR JT

REINF @ 16" VERT

3/8"

T-SHAPED FRAME

ANCHORS

#5 REINF VERT

PARTIAL SECOND FLOOR PLAN

3/8" = 1'-0"

7

EXISTING LIGHT CIRCUIT,

SWITCH AND LIGHT

CONNECT EXISTING

LIGHT TO 2ND FLOOR

SWITCH CIRCUIT

EXISTING LIGHT

ABANDON

CONDUCTORS TO

1ST FLR SWITCH

2x6 JOISTS @ 12" O.C. TO SPAN

STAIRWELL AND PROVIDE A

FLOOR FOR 2ND FLR

STORAGE. COVER WITH 3/4"

T&G PLYWD FLOOR

SHEATHING. SAVE SOME OF

THE DEMOLISHED CARPET TO

COVER PLYWD.

REMOVE ALL EXISTING

HANDRAILS

REMOVE EXISTING

HANDRAIL/WALL

2x6 LEDGER, DLB-NAILED

TO EXISTING EXT STUDS.

USE SIMPSON LU26

JOIST HANGERS.

2x6 BLOCKING BETW

JOISTS FOR SHEATHING

EDGE NAILING (TYP)

5

A9.1

4

A9.1

1

1

AutoCAD SHX Text

S

TV

TV

TV

TV

TV

WAP

WAP

WAP

2

2

2

2

2

2

2

22

2

2

4

2

TV

2

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

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IN

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ND

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T

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E P

RIN

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D A

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36"

DIS

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T O

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925 W

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191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

NOTE:




NEAREST INCH.



BE FIELD VERIFIED.




DISCREPANCIES.

105

OFFICE

106

OFFICE

107

LOBBY

111

OFFICE

112

OFFICE

104

OFFICE

103

OFFICE

102

STOR

101

OFFICE

109

108

110A

116

LOBBY117

OFFICE

127

PLANS

126

OFFICE

120

CONF

118

OFFICE

119

OFFICE

124

OFFICE

125

OFFICE

123

OFFICE

122

BREAK

105A

RESTRM

115

STOR

114

RRM

112A

IDF

113A

ELECT

127A

HVAC

127B

STOR

107A

HVAC

121

RESTRM

110E

110D

110B

110C



WORK IN THIS AREA.



ELECTRICAL POWER PLAN - WEST

1/4" = 1'-0"

1

SURF-MTD RACEWAY TO BE

MOVED INTO THE WALL

SURF-MTD RACEWAY TO

BE MOVED INTO THE WALL

EXPOSED WIRING TO BE

MOVED INTO THE WALL

SURF-MTD RACEWAY TO

REMAIN (ALL EXISTING

DOOR SENSORS)

SURF-MTD RACEWAY TO


SURF-MTD RACEWAY

TO BE MOVED INTO

THE WALL

SURF-MTD RACEWAY TO


EXIST OUTLET (TYP)

EXIST DATA (TYP)

EXIST OUTLET

ABOVE 3'-0" (TYP)

EXTEND EXISTING COAX

CABLE TO ROOM 139. ADD

SPLITTER IF REQUIRED.

SEE 1/E1.1

EA WAP TO BE A DROP OF

(2) CAT-6 CABLES

TERMINATED WITH A MALE

END IN T568-B AND

PUNCHED DOWN IN CAT-6

PUNCH DOWN IN THE IDF

(RM 112A)

GENERAL NOTES

THESE GENERAL NOTES ARE SUPERCEDED BY SPECIFIC NOTES ON THE DRAWINGS.

REFER TO SHEET A3.1 FOR TABLE OF WORK SCOPE FOR ADDITIONAL INFORMATION.

ELECTRICAL:

· EXISTING LIGHTING TO BE REPLACED WITH NEW LED FIXTURES OF THE SAME SIZE, TYPE AND LUMENS.

· EXISTING SURFACE-MOUNTED RACEWAYS TO BE PLACED IN WALLS OR CEILINGS.

· EXCEPT ALL EXISTING SURFACE-MOUNTED RACEWAYS ASSOCIATED WITH DOORS TO BE LEFT IN PLACE.

UNLESS WALLS ARE BEING DEMOLISHED, THEN PLACE EXISTING RACEWAYS INSIDE NEW WALLS.

· EXISTING COAX TV OUTLETS TO BE REMOVED EXCEPT FOR THE NEW RUN FROM RM 120 TO RM 139

· REPLACE ALL EXISTING OUTLET DEVICES, SWITCHES AND PLATES WITH WHITE COLORED ONES

(ALTERNATE 2)

2

2

REWORK

EXH FAN

REWORK

EXH FAN

2

ELECTRICAL LEGEND

EXISTING DUPLEX OUTLET

EXISTING DUPLEX OUTLET - ABOVE COUNTER

EXISTING QUAD OUTLET (OR DBL DUPLEX)

NEW DUPLEX OUTLET

NEW DUPLEX OUTLET - ABOVE COUNTER

EXISTING DATA/PHONE BOX (NUMBER INDICATES PORTS)

NEW DATA BOX (NUMBER INDICATES PORTS)2

EXISTING TRIPLE-GANG

OUTLET TO BE CHANGED

TO A SINGLE DUPLEX

GFCI

EXIST COAX TV TO REMAIN

REMOVE SURF-MTD CABLE

AND WIREMOLD

COAX OUTLET TO

BE REMOVED (TYP)

2

2

2

1

2

1

1

1

3

E1.3

ENL PLAN

1

E1.3

ENL PLAN

2

E1.3

ENL PLAN

4

E1.3

ENL PLAN

1

GFCI

GFCI

GFCI

1

1

AutoCAD SHX Text

F

AutoCAD SHX Text

F

4

2 2

2

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

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ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

DIS

TR

IC

T O

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IC

E R

EN

OV

AT

IO

N/R

EM

OD

ELIN

G:

925 W

. C

EN

TE

R S

T, G

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EN

C

OV

E S

PR

IN

GS

, F

L 32043

OP

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IO

NS

B

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DIN

G 1

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ES

T E

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E1.3

191003

5-9-2020

BOB

BOB

1 5-27-20 ADD 1

NOTE:




NEAREST INCH.



BE FIELD VERIFIED.




DISCREPANCIES.



WORK IN THIS AREA.

ELECTRICAL POWER PLAN - WEST

1/4" = 1'-0"

1

ENLARGED PLAN - ROOM 112

1/2" = 1'-0"

1


1/2" = 1'-0"

2


1/2" = 1'-0"

3


1/2" = 1'-0"

4

EXISTING OUTLET (TYP)

SPLIT EXISTING 4 DATA LINES

INTO 2 DATA OUTLETS. KEEP

EXISTING DATA BOX, BUT

REMOVE DATA LINES

NEW OUTLET (TYP)

PUT SURF-MTD RACEWAY

INTO WALL (TYP)

112A

IDF

EXISTING DATA

RACK FOR BLDG

DROP EXISTING

OUTLET AT 48"

AFF TO 16" AFF

DELETE DATA

2

ELECTRICAL LEGEND

EXISTING DUPLEX OUTLET

EXISTING DUPLEX OUTLET - ABOVE COUNTER

EXISTING QUAD OUTLET (OR DBL DUPLEX)

NEW DUPLEX OUTLET

NEW DUPLEX OUTLET - ABOVE COUNTER

EXISTING DATA/PHONE BOX (NUMBER INDICATES PORTS)

NEW DATA BOX (NUMBER INDICATES PORTS)2

2 2

MA

TC

H/B

ALA

NC

E W

IT

H O

PP

W

ALL

MA

TC

H/B

ALA

NC

E W

IT

H O

PP

W

ALL

1

1 1

DED

DED

POSTAGE

SHREDDER

COPIER

LA

MIN

AT

OR

42" AFF

EQUIPMENT ELECTRICAL REQUIREMENTS (RM 112):

LAMINATOR 36 x 22 13A NO DATA

POSTAGE 48 x 18 2.5A DATA

COPIER 48 x 30 12A DATA

SHREDDER 18 x 18 8A NO DATA

1


SECTION 00001

TABLE OF CONTENTS

DISTRICT OFFICE RENOVATION/REMODELING: OPERATIONS BUILDING 1 WEST ENDClay County School Board

BRIAN BOATRIGHT ARCHITECT, INC.914 Plainfield AveOrange Park, Florida 32073

DIVISION 0 - BIDDING AND CONTRACT REQUIREMENTS 00001 Table of Contents00009 Description of the Work00010 Invitation to Bid00100 Instructions to Bidders00200 Public Entity Crimes00300 Bid Proposal Form00400 List of Subcontractors Form00500 Agreement and Completion Forms00600 Bonds and Certificates00700 AIA General Conditions00800 Supplemental Conditions00810 Progress Payments00860 Project Documents00900 Special Conditions

DIVISION 1 - GENERAL REQUIREMENTS01010 Summary of Work01026 Unit Prices01040 Coordination, Inspection and Protection01042 Direct Purchasing01060 Codes, Permits and Fees01070 Cutting and Patching01150 Substitution Requests (only permitted during Bidding)01200 Job Site Administration01300 Submittal Procedures (Digital)01320 Progress Reporting01410 Testing Laboratory Services01500 Temporary Facilities01530 Protective Barriers01531 Temporary Fencing01620 Materials, Storage and Protection01700 Project Close-out01710 Cleaning01721 Project Record Documents01730 Operation and Maintenance Manuals

00001-1


DIVISION 2 - SITEWORK & DEMOLITION02205 Demolition

DIVISION 3 - CONCRETE03300 Concrete

DIVISION 4 - MASONRY - Not Used04100 Mortar & Grout04150 Masonry Accessories04220 Structural Concrete Masonry Units

DIVISION 5 - METALS - Not Used

DIVISION 6 - CARPENTRY06100 Rough Carpentry06200 Finish Carpentry06412 Laminate Casework

DIVISION 7 - THERMAL AND MOISTURE PROTECTION07213 Fibrous Insulation07921 Sealants

DIVISION 8 - DOORS, WINDOWS AND TRIM08110 Steel Doors08111 Steel Frames08211 Wood Doors08710 Finish Hardware

DIVISION 9 - FINISHES09120 Ceiling Suspension System09150 Acoustical Ceilings09250 Gypsum Wall Board09380 Wall Base09672 Quartz Acrylic Flooring09681 Carpet Tile09900 Paint

DIVISION 10 - SPECIALTIES10440 Interior Signage10800 Toilet Accessories

DIVISION 11 - EQUIPMENT - Not UsedDIVISION 12 - FURNISHINGS - Not UsedDIVISION 13 - SPECIAL CONSTRUCTION - Not UsedDIVISION 14 - CONVEYING SYSTEMS - Not Used

DIVISION 15 - MECHANICAL15010 Plumbing New and Renovation

00001-2


DIVISION 16 - ELECTRICAL16010 Electrical New and Renovation

00001-3


SECTION 00105

ALTERNATES

PART 1 - GENERAL

1.1 Related Documents: The General Provisions of the Contract, including the GeneralConditions, Supplementary Conditions and Special Conditions (if any), along with theGeneral Requirements, apply to the work specified in this Section.

1.2 Direct Purchasing: This Section is subject to the terms described in Section 01042,Direct Purchasing Procedures, whereby the Owner reserves the right to recover thesales tax on materials by purchasing directly the materials required for this Section. Issuance of Construction Purchase Orders (CPO) by the Owner shall not relieve theContractor of any of his responsibilities regarding material purchases or installations,with the exception of the payments for the materials as purchased.

1.3 If the Owner wishes to learn the relative or additional construction cost of an alternativemethod of construction, an alternative use of type of material, or an increase ordecrease in scope of the project, these items will be defined as Alternates and will bespecifically described by the Drawings and/or Specifications. Alternates will be listed inthe Proposal Form in such a manner that the Bidder shall be able to clearly indicatewhat sums he will add to or deduct from his Base Bid.

1.4 Such alternates may or may not be accepted. The alternate will be accepted or rejectedsolely by the decision of the Clay County School Board.

1.5 Within each alternate include labor, materials, equipment, mobilization, overhead, profit,and including, but not limited to, handling, storing, protecting, connecting, adjusting,testing, finishing, cleaning, and completing. Demolition, removal and disposal ofexisting materials for each alternate shall be included as part of the price. It is the intentto include for any accessories that may be required or necessary for a complete, secureinstallation. Later requests for additional money to complete an installation with requiredaccessories, materials or labor will not be accepted.

1.6 The Bidder shall modify his Base Bid dollar amounts for each of the items listed in theBid Proposal Form.

A. DEDUCTIVE ALTERNATES: The Bidder shall DEDUCT from his base bid dollaramounts for each of the following items in the order listed below:

ALTERNATE No. 1 - Deduct the Cost of Hardware Group 4. Deduct the costof replacing existing door hardware with new hardware inGroup 4.

00105-1


ALTERNATE No. 2 - Deduct Replacing Electrical Devices with White. Deduct the cost of replacing all existing outlets, switchesand plates with white devices and plates.

PART 2 - PRODUCTS: Not used.

PART 3 - EXECUTION: Not used.

END OF SECTION 00105

00105-2


SECTION 00300

BID PROPOSAL FORM(submit in duplicate on contractor’s letterhead)

TO: CLAY COUNTY SCHOOL BOARD800 Center StreetGreen Cove Springs, Florida 32043

FOR: District Office Renovation/Remodeling: Operations Building 1 West End

The undersigned, hereinafter called "Bidder", having visited the site of the proposed project andfamiliarized himself with the local conditions, nature and extent of the Work, and havingexamined carefully the drawings, specifications, the Form of Agreement, and other ContractDocuments with the Bond Requirements therein, proposed to furnish all labor, materials,equipment and other items, facilities and services for the proper execution and completion ofthe referenced construction, in full accordance with the Drawings and Specifications preparedby the firm of Brian Boatright Architect, Inc., in full accordance with the advertisement for bids,Instructions to Bidders, Agreement, and all other documents relating thereto on file in the officeof the Architect and if awarded the Contract, to complete the said work within the time limitsspecified for the following bid price:

BASE BID Dollars $

The following alternates, described in detail in Section 00105, Alternates, shall be DEDUCTIVE:

ALTERNATE No. 1 - Deduct the Cost of Hardware Group 4

Alt No. 1: Dollars $

ALTERNATE No. 2 - Deduct the Replacement of Existing Electrical Devices with White

Alt No. 1: Dollars $

The following unit prices, described in detail in Section 01026, will remain in effect for theduration of the Work, until the Final Acceptance and release of retainage:

UNIT PRICE No. 1: $ /EA (Install Empty Duplex Box and Conduit)

UNIT PRICE No. 2: $ /EA (Install Empty Quad Box and Conduit)

UNIT PRICE No. 3: $ /SF (Plaster Skim-coat on Wall Board)

There is enclosed a certified check, cashier's check, treasurer's check, bank draft or Bid Bondin the total amount of not less than five (5%) percent of the Base Bid payable to the District

00300-1


School Board of Clay County as a guarantee for the purpose set out in your Instructions toBidders.

The Bidder hereby agrees that; A. The base bid proposal and alternates shall remain in full force and effect for a

period of sixty (60) calendar days after the time of the opening of this proposaland that the Bidder will not revoke or cancel this proposal or withdraw from thecompetition within the said sixty (60) calendar days.

B. In the event the Contract is awarded to this Bidder, he will enter into a formalwritten Agreement with the Owner in accordance with the accepted bid within ten(10) calendar days after said Contract is submitted to him and will furnish to theOwner a Contract Performance Bond and Labor and Material Bond with goodand sufficient sureties, satisfactory to the Owner, in the amount of 100% of theaccepted bid, the form and terms of which shall fully comply with Section 255.05,Florida Statutes. The Bidder further agrees that in the event of the Bidder'sdefault or breach of any of the agreements of this proposal, the said bid depositshall be forfeited as liquidated damages.

Acknowledgment is hereby made of receipt of the following Addenda issued during the biddingperiod (Expand list to accommodate all addenda as required):

Addendum No. Dated Addendum No. Dated

A List of Subcontractors (if applicable) is included in the Bid.

In witness thereof, the Bidder has hereunto set his signature and affixed his seal this day of , A.D. 20 .

By: (Print Name) (Seal)(Signature)

Title: Company Name: Address: Phone Number:

Florida Construction Industries Licensing Board of Certification

(Name of Holder) (Certificate No.)


00300-2


SECTION 06412

LAMINATE CASEWORK(FULL OVERLAY)

PART 1 - GENERAL


1.2 Direct Purchasing: This Section is subject to the terms described in Section 01042,Direct Purchasing Procedures, whereby the Owner reserves the right to recover the salestax on materials by purchasing directly the materials required for this Section. Issuance ofConstruction Purchase Orders (CPO) by the Owner shall not relieve the Contractor of anyof his responsibilities regarding material purchases or installations, with the exception ofthe payments for the materials as purchased.

1.3 Scope: Provide all plastic laminate casework and accessory items as specified herein. Refer to plans for specific details and requirements.

1.4 Related Work Specified Elsewhere:A. General millwork and custom cabinetry unless specified herein or so noted on plans

and included within this section.B. Rubber, vinyl or other finished toe base (where allowed on the Drawings).C. Locks master-keyed to room doors and other special locks.D. Blocking within walls.E. Sinks, faucets, fittings, traps, stops, tail pieces, vacuum breakers, and other fixtures,

electrical and mechanical runs and connections.F. Fixture installation/services connections: Setting and installation of equipment and

fixtures, and related utility connections, are provided under the other sections of theProject Specification governing that utility.

1.5 Submittals:A. Submit in accordance with Section 01300, Submittals.B. Submit shop drawings for approval in the number of prints required in Section

01300, Submittals. Show materials, dimensions, cabinet-cut details, and sinklocations.

C. Samples of colors shall be submitted upon award of contract for selection andcoordination with other suppliers. Architect may request and obtain samples andcatalog cuts as required for accessory and special items.

1.6 Qualifications:A. Drawings and specifications are based upon casework as manufactured by:

LSI Corporation of America, Inc.

06412-1


2100 Xenium LaneMinneapolis, Minnesota, 55441

B. Construction and design shall be equal to NewCentury™ L55 Series.

C. Provided all specifications are adhered to, the following manufacturers areapproved: 1. Stevens Cabinets Co., Teutopolis, IL (217-857-6411)2. TMI Systems, Dickinson, ND (701-225-6716)3. Commercial Casework, Orange Park, FL (904-264-4222)

D. No "approved equal" material or equipment will be considered unless writtenrequest has been submitted to the Architect for approval at the latest ten (10)days prior to date for receipt of bids. Casework of other nationally recognizedcasework manufacturers may be considered for approval provided a writtenstatement of specification compliance, with request to bid, is received ten (10)days prior to opening of bids. Casework must conform to design, quality ofmaterials, design intent, workmanship and exact performance function of caseworkcomponents and details specified and implied by manufacturer's reference, and asshown on plans regardless of that manufacturer's "product standards".

E. Manufacturers requesting approval shall submit evidence of at least five (5) yearsexperience and installations for similar type of project. Manufacturers shall alsoshow evidence of financial stability, plant facilities, catalogs, and specifications. Full-sized samples, catalogs, and specifications shall be submitted with written requestalong with detailed list of compliance and deviations from these documents forapproval. Samples may be impounded by Owner and retained until completion ofjob for verification and compliance of specifications.

F. In addition to the above requirements, manufacturers requesting approval shall, atthe same time, submit certified product test data in accordance with ANSI A161.1-1980, NEMA LD3-1995, and general static load testing performed and certified by anindependent testing agency, covering the following areas of product performance,with these minimum results:1. Base cabinet construction/racking test: 800 lbs. (363 kg).2. Cabinet front joint loading test: 425 lbs. (193 kg).3. Wall cabinet static load test: 2,000 lbs. (907 kg).4. Drawer front joint loading test: 600 lbs. (272 kg).5. Drawer construction/static load test: 750 lbs. (340 kg).6. Cabinet adjustable shelf support

device/static load test: 300 lbs. (136 kg).7. Particleboard screw holding power: 330 lbs. (150 kg).

G. The following performance details are project requirements and must be met by allBidders, whether named herein, or approved by Addendum, regardless of thatmanufacturer's "Standards". Deviations will not be allowed.

06412-2


1. Design: Door/drawer shall set flush between extended cabinet end panels forincreased lateral door strength, safety, and security. Door/drawer and allleading cabinet body, shelf and divider edges shall be 3mm PVC as specifiedherein. Overlay door designs and edgings other then specified are notacceptable.

2. ADA, Americans with Disabilities Act Requirements: The specialrequirements specified herein shall be met, where specifically indicated onarchitectural plans as "ADA", or by General Note. Shall be in compliance withFederal Register Volume 56, No. 144, Rules and Regulations.

3. Lamination System: Doors, finished end panels, and other decorativeexterior laminate surfaces shall be laminated exterior with .030 inch (.76mm)high-pressure plastic laminate, and interior with .020 inch (.51mm) high-pressure cabinet-liner. Lamination with hybrid P.V.A. Type III water-resistantadhesives.

4. Structural Cabinet Body: Cabinet backs shall be minimum ½ inch (12.7mm)thick, inset from rear of body, and fully bound (dadoed) four sides. Provide 3/4inch (19.1mm) thick stiffeners fastened to back/body as specified herein. Backperimeter shall be toe-nailed with 16 gauge twin-pin coated mechanicalfasteners for tight interior fit, and direct connection of back panel to body.

5. Interior Structure: All cabinets over 36 inches (914mm) wide shall befurnished with a mechanically fastened, yet removable, vertical divider toreduce horizontal member/shelf deflection. Wall cabinets shall have a clearinside nominal depth of 12 inches (305mm) unless detailed otherwise.

6. Shelf Loading: Shelves shall meet the loading/deflection standards of theNational Particleboard Association.

7. Structural Drawer Body: Drawer body shall be doweled with ½ inch(12.7mm) typical bottom, recessed, fully bound (dadoed) and joint-glued allfour sides. Provide under body stiffeners as specified herein.

8. Drawer Suspension: Drawer slides shall be self-closing design, epoxy power-coated, with positive instop, outstop, and out-keeper. Dynamic operationalload rating shall be minimum 100 lbs. (45 kg). Minimum 150 lb. (68 kg) staticload rating.

9. Structural Cabinet Support: Cabinet sub-base shall be of a separate andcontinuous ladder-type platform design leveled and floor mounted to cabinetbody placement (where allowed in the Drawings). Material shall be exteriorgrade plywood. No cabinet sides-to-floor will be allowed, unless specificallydetailed thus in the Drawings.

PART 2 - PRODUCTS

2.1 Materials:A. Laminated Plastics/Finishes:

1. High-pressure plastic laminate: 0.030 inch (0.76mm) in thickness, forexterior cabinet surfaces shall meet NEMA LD3-1985 VGS standards includingthickness.

06412-3


2. Exterior Color Selection Available:a. Standard finish vertical surface laminate from casework manufacturer's

standard stock colors consisting of wood grain patterns and solid colors. Minimum of 54 selections available.

b. Total of five (5) different color schemes available per project.c. Direction of wood grain shall be vertical on door, end panels, fascia

panels, and exposed backs; horizontal on drawer faces, aprons, and toprails.

3. Plastic Laminate Balancing Sheet: White high-pressure cabinet-liner, 0.020inch (0.51mm) in thickness shall meet NEMA LD3-1995 CLS standards. Usefor balancing exterior surface laminates.

4. Countertop High-pressure Plastic Laminate:a. High-pressure plastic laminate, textured finish, 0.050 inch (1.27mm)

thickness or .042 inch (1.07mm) post-forming grade as detailed. Coloras selected from manufacturer's stock standard patterns and solid colors.

b. Heavy-gauge neutral-colored backing sheet for balanced construction.5. Pressure-Fused Laminate:

a. Melamine resin-impregnated, 90 gram PSF minimum, thermofused tocore under pressure.

b. Shall meet NEMA LD3.13-1995 VGS standards and NEMA LD3-1005CLS standards.

c. White pressure-fused laminate for cabinet interiors behind door anddrawers, interiors of all open cabinets, and underside of wall cabinet.

d. Shall be balanced at all concealed surfaces with same thermofusedmelamine. Unsurfaced coreboard or simple backers not allowed.

B. High Performance Particleboard Core:1. Particleboard shall be 47 lbs. (21.3 kg) density, of balanced 3-ply construction

with moisture content not to exceed 8%. Particleboard shall conform to ANSIA208.1-1993, Type M-3.

2. Cabinet components shall be of the following minimum finished thicknesses:a. Cabinet backs, drawer body, and drawer bottoms: ½ inch (12.7mm)b. Base, wall, and tall cabinet tops and

bottoms, cabinet sides, drawer spreaders, cabinet back, rear hangstrips, structural dividers, exposed cabinet backs, and shelves in cabinets: 3/4 inch (19.1mm)

c. Door and drawer faces: 13/16 inch(20.6mm)

d. Product-specific work surfaces and library stack shelving unless stack fitted with vertical divider: 1 inch (25.4mm)

C. Edging Types: Provide the following in accordance with "Edging Locations":1. 3mm thick PVC: Solid, high-impact, purified, color-thru, acid resistant, pre-

lamination primed edging, machine-applied with hot melt adhesives,automatically trimmed, inside/outside length-radiused for uniform appearance,buffed and corner-radiused for consistent design.

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2. Flat Edge PVC: 0.020 inch (0.51mm). Solid, high-impact, purified, color-thru,acid resistant PVC edging machine-applied with hot melt adhesives,automatically trimmed face, back and corners for uniform appearance.

3. High-pressure plastic laminate: Shall be an acceptable material for edging.D. Edging Locations: Provide the above specified edging types at the following

locations, of the following colors:1. Door/Drawer Front edging: shall be 3mm PVC selected from at least 27

standard manufacturer colors, color matched to manufacturer standardlaminates.

2. Cabinet end panel, top, bottom, door/drawer front spacer rail, interiordividers, and shelf: shall be 3mm PVC selected from at least 27 standardmanufacturer colors.

3. Top of drawer body: shall be Flat Edge PVC White.4. High-pressure plastic laminate: Shall be an acceptable material for edging.

E. Hardware:1. Hinges:

a. Heavy-duty, five-knuckle, 2-3/4 inch (69.9mm), institutional-type hingeshall meet ANSI/BHMA A156.9 Grade 1 requirements. Mill ground,hospital tip, tight pin feature with all edges eased. Hinge shall be full wraparound type of tempered steel .095 inch (2.4mm) thick. Each hinge shallhave minimum of 9 screws, #7, 5/8 (15.9mm) FHMS to assure positivedoor attachment.

b. One pair per door to 48 inch (1219mm) height. One and one-half pairover 48 inches (1219mm) in height. Hinge shall accommodate 13/16inch (20.6mm) thick laminated door and allow 180 degree swing.

c. Finish shall be LH-301 ChromeCoat Powder Finish, LH-302 Black, LH-303 White, LH-304 Dove Grey, LH-305 Haze, LH-306 Light Beige epoxycoated, or Satin Chrome.

2. Pulls:a. Wire design, LH-321 4 inches (101.6mm), in ChromeCoat powder finish.b. Wire design, LH-325 nylon, 4 inches (101.6mm), in White, Dove Grey, or

Black.c. LSI Signature Series LH-331 semi-recessed design, 5 1/4 inches x 1 3/4

inches (133mm x 44.5mm), in Dove Grey, Black, White, Haze, and LightBeige. Pull design shall be in compliance with the Americans withDisabilities Act, Federal Register Volume 56, no 144, Rules andRegulations. Similar pulls by Baer Supply #ME 497608 or Haefele#151.35 may be acceptable pending Architectural approval.

3. Sliding Door Hardware:a. Frameless 1/4 inch (6.4mm) glass sliding doors: LH0370 double

track rolling door assembly.b. Framed 13/16 inch (20.6mm) thick stile and rail sliding doors: LH-

372 top mounted track with dual roller hangers. Vertical adjustment foraccurate alignment.

4. Drawer Slides:

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a. Standard Drawers: LSI Lab Series Slide, LH-375, self-closing design,epoxy powder coated White with positive in-stop, out-stop, and out-keeper to maintain drawer in 80% open position. Captive nylon rollers,front and rear. Minimum 100 lb. (45 kg) dynamic load rating at 50,000cycles.

b. File Drawers: Full extension, 3-part progressive opening slide, minimum100 lb. (4 kg), zinc plated or epoxy coated at manufacturer's option.

c. Provide body-mounted molded rails for hanging file system for legal orletter size as indicated by manufacturer's model number. Cutting ormachining of drawer body/face not allowed.

d. Paper Storage Drawers: Full extension, 3-part progressive openingslide, minimum 100 lb. (45 kg), zinc plated or epoxy coated atmanufacturer's option.

5. Catches: Catch shall provide opening resistance in compliance with theAmericans with Disabilities Act.a. Provide one top-mounted magnetic catch for base and wall cabinet door.

Provide two at each tall cabinet door. Catch housing shall be molded inWhite. LH-340ADA.

b. LH-345 Roller catch for mobile cabinets.6. Adjustable Shelf Supports: Shall be LH-354 twin pin design with anti tip-up

shelf restraints for both 3/4 inch (19.1mm) and 1 inch (25.4mm) shelves. Design shall include keel to retard shelf slide-off, and slot for ability tomechanically attach shelf to clip. Load rating shall be minimum 300 lbs. (136kg) each support without failure. Cabinet interior sides shall be flush, withoutshelf system permanent projection.

7. Wardrobe Rod: Shall be 1 1/6 inch (26mm) rod, LH-363, supported by LH-363flanges.

8. Coat Hooks:a. Single coat hooks, wall mount - LH-365 Satin Aluminum.b. Double coat hooks, wall mount - LH-366 Satin Aluminum.

9. Molded Trays:a. High-impact Polyethylene with cardholders. Color, White.b. Sizes: 10 ½ inches W x 3 ½ inches H x 19 inches (267mm W x

89mm H x 483mm D).14 ½ inches W x 3 1./2 inches H x 19 inches (368mm W x89mm H x 483mm D).

c. Trays shall glide on molded, twin pin side rails, adjustable 1 1/4 inch(32mm) on center. Color, White.

10. Molded Personal Pencil Drawer: High-impact 100 Poly Styrene with in-stop,out-stop, and self-closing features. Provide under top mounted 100 lb. (45 kg)self-closing slides. Twelve compartment drawer body, and slides, Black. Provide where indicated on plans as "molded pencil drawer".

11. Locks: Shall be disc tumbler lock keyed alike and master keyed. Dull chromefinish.a. Hinged doors and drawers National Lock No. M4-7054.b. Sliding doors, 13/16 inch (20.6mm) thick, national Lock No. M40057.

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c. 1/4 inch (6.4mm) sliding panel doors, National Lock No. M2-0225.12. Wheel Casters:

a. LH-386 swivel casters for standard mobile cabinets shall be plate typecaster with ball bearing swivel. Size shall be 5 inches (127mm) for tallmobiles, with 1 1/16 inch (27mm) wide tread for carpet or hard coverfloor. Wheel brakes on front two casters. Minimum 300 lb. (136 kg) loadrating per caster.

b. Casters for low mobiles, book trucks, and low moveable carts shall beLH-390 4 inches x 1 1/16 inch (101.6mm x 27mm). Minimum 275 lb.(124.7 kg) load rating per caster.

13. Mobile Steel Frame Structure:a. Tall mobile cabinets shall be designed with a minimum 12- gauge

(2.78mm) angular and channel steel frame structure. Frame shall becontinuous at bottom, top, sides, front, and back. Finish shall be White. Frame system shall be welded and bolted together to insure stability andprevent racking when fully loaded. The manufacturer shall certify, inwriting, a 10 year guarantee against racking under normal conditions.

b. Low mobile cabinets shall be designed with a structurally layered base towhich above specified plate-type casters are bolted.

14. Keyboard Tray:a. Articulating keyboard trays, quantity and location as shown on

architectural drawings, shall be adjustable for height, tilt, and backslopeand allow 360 degree arm swivel. Slideout tray shall have low profiledesign for storage. BIFMA 100# rating. Tray size: 21 inch x 10 ½ inch(229mm x 267mm). Color: Black or Putty.

b. Optional sliding mouse tray (where shown) for both right and left-handeduse. 9 inch x 8 ½ inch (533mm x 216mm).

F. Detailed Requirements for Cabinet Construction:1. Sub-Base:

a. Cabinet sub-base shall be separate and continuous (no cabinet bodysides-to-floor) except where required on the drawings, water resistantexterior grade plywood with concealed fastening to cabinet bottom. Ladder-type jobsite construction of individual front, back, andintermediates, to form a secure and level platform to which cabinetsattach.

b. Sub-base at exposed cabinet end panels shall be recessed 1/4 inch(6.4mm) from face of finished end, for flush installation of finished basematerial by other trades.

2. Cabinet Top and Bottom:a. Solid sub-top shall be furnished for all base and tall cabinets.b. At cabinets over 36 inches (914mm) bottoms and tops shall be

mechanically joined by a fixed divider.c. Exterior exposed wall cabinet bottoms shall be Pressure Fused white

laminate both sides. Assembly devices shall be concealed on bottomside of wall cabinets.

3. Cabinet Ends:

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a. Holes drilled for adjustable shelves 1 1/4 inch (32mm) on center.b. Exposed exterior cabinet ends shall be laminated with high-pressure

plastic laminate, balanced with high-pressure cabinet-liner interiorsurface.

c. Front edge shall be flush with door/drawer face.4. Fixed and Adjustable Shelves:

a. Thickness shall be 3/4 inch (19.1mm).5. Cabinet Backs:

a. Cabinet back shall be fully bound (dadoed) into sides, top, and bottom,recessed 7/8 inch (22.2mm) from cabinet rear. Rear, unexposed, side ofback shall be toe-nailed to cabinet body with 16 gauge twin-pin coatedmechanical fasteners.

b. Hang rails shall be located at rear of cabinet back and fastened tocabinet sides. Provide minimum of 2 at base, 2 at wall, and 3 at tallcabinets.

c. Exposed exterior backs shall be high-pressure plastic laminate balancedwith high-pressure cabinet-liner.

6. Door And Drawer Fronts:a. Laminated door and drawer fronts shall be 13/16 inch (20.6mm) thick for

all hinged and sliding doors. Drawer fronts and hinged doors shall be fulloverlay. Maintain a nominal 3/32 inch (2.38mm) reveal between pairs ofdoors, between door and drawer front, between door and end panel(route for hinge as required, or between multiple drawer fronts within thecabinet.

b. Stile and Rail doors shall be 13/16 inch (20.6mm) thick with full 1/4 inch(6.4mm) plate glass. Available hinged or sliding. All exposed lite-opening edges shall be trimmed and glazed with extruded vinyl glazingbead.

c. Frame-less sliding glass doors shall be 1/4 inch (6.4mm) thick plate glasswith ground and polished edges. Fit with anodized aluminum shoes andnylon rollers.

7. Drawers:a. Drawer fronts shall be full overlay and applied to separate drawer body

component sub-front.b. Drawer sides shall be doweled and glued to receive front and back,

machine squared and held under pressure, to set.c. Drawer bottom shall be fully bound (dadoed) into front, sides, and back.

Routing, in drawer body for bottom, shall receive continuous glue. Reinforce drawer bottoms with ½ inch x 4 inches (12.7mm x 101.6mm)front-to-back intermediate underbody stiffeners, mechanically fastened. One at 24 inches (610mm), 2 at 36 inches (914mm), and over.

d. Paper storage drawers shall be fitted with full width hood at back.8. Vertical and Horizontal Dividers: One of the following as indicated by cabinet

number:a. Natural hardboard 1/4 inch (6.4mm) thick, smooth both faces. Secured in

cabinet with molded plastic clips.

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b. Pressure Fused laminate 3/4 inch (19.1mm) thickness. Sub-dividerssecured in cabinet with molded plastic clips or dowels. Structural dividersin cabinets over 36 inches (914mm) wide secured in cabinet withmechanical euro fasteners.

9. Door/Drawer Front Rail: Provide minimum 3/4 inch x 6 inch (19.1mm x152mm) x full width cabinet body rails immediately behind all door/drawer andmultiple drawer horizontal joints to maintain exact body dimensions, close offreveal, and be locator for lock strikes.

10. ADA, Americans with Disabilities Act Requirements: The following specialrequirements shall be met, where specifically indicated on architectural plansas "ADA" or by General Note. Shall be in compliance with Federal RegisterVolume 56, No. 144, Rules and Regulations:a. Countertop height: With or without cabinet below, not to exceed a

height of 34 inches (864 m) A.F.F., (Above Finished Floor), at a surfacedepth of 24 inches (610mm).

b. Kneespace Clearance: Shall be minimum 29 inches (737mm) A.F.F. atapron, and 30 inches (762mm) clear span width.

c. 12 inch (305mm) deep shelving, adjustable or fixed: Not to exceed arange from 9 inches (229mm) A.F.F. to 54 inches (1372mm) A.F.F.

d. Sink cabinet clearances: In addition to above, upper kneespace frontaldepth shall be no less than 8 inches (203mm), and lower toe frontal depthshall be no less than 11 inches (279mm), at a point 9 inches (229mm)A.F.F., and as further described in Volume 56, Section 4.19.

G. Countertops:1. High-pressure plastic laminate bonded to core. Thickness as shown on plans.

Underside shall be properly balanced with heavy gauge backing sheet. Furnish countertops with edge treatment and design profile as shown ondrawings. Provide tops in as long as practical continuous lengths. Providefield glued splines at joints. No joints closer than 24 inches (60mm) either sideof sink cutout.

2. Mobile cabinet tops shall be high-pressure plastic laminate on exterior andhigh-pressure cabinet-liner on underside. Edges shall be high-impact 3mmPVC.

H. Workmanship:1. All exposed exterior cabinet surfaces shall be 0.030 inch (0.76mm) high-

pressure laminate, color as selected from casework manufacturer's standards,minimum 54 colors/wood grains available. Laminate surface liner to coreunder controlled conditions by approved and regulated laminating methods toassure a premium lamination. Natural-setting hybrid P.V.A. Type III waterresistant adhesives that cure through chemical reaction, containing no healthor environmentally hazardous ingredients, are required. Methods requiringheat are not allowed; "contact" methods of laminating are not allowed.

2. Cabinet parts shall be accurately machined and bored for premium gradequality joinery construction utilizing automatic machinery to insure consistentsizing of modular components. End panels shall be doweled to receive bottomand top.

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3. Back panel shall be fully bound (dadoed) into, and recessed 7/8 inch (22.2mm)from the back of cabinet sides, top, and bottom to insure rigidity and a fullyclosed cabinet. Cabinet back shall be mechanically fastened from rear of bodyfor tight interior fit.

4. Drawer bottom shall be fully bound (dadoed) and glued into and recessed ½inch (12.7mm) up from the bottom of sides, back, and sub-front. Sides ofdrawer shall be doweled to receive drawer back and sub-front.

5. 3/4 inch (19.1mm) thick hang rails shall be mechanically fastened to endpanels of all wall, base, and tall cabinets for extra rigidity and to facilitateinstallation.

6. All cases shall be square, plumb, and true.7. Case body and drawer workmanship and quality of construction shall be further

evidenced by Independent Testing Laboratory results.8. Provide removable back panels and closure panels for plumbing access at all

sink cabinets, and where shown on drawings.I. Mobile Cabinet Design and Construction:

1. Tall mobiles shall incorporate a continuous steel White frame as the structureto which finished panels/doors are applied. Frame profile dictates doors tooverlay body. No conventional particleboard-to-particleboard fastening allowedas structural members. Low mobile cabinets shall be designed with astructurally layered base, to which plate-type casters are bolted.

2. No exposed fasteners.3. Unit top shall be edged with 3mm PVC and overhang case front, back, and

sides to function as a bumper system.J. Instrument Storage Cabinets: Modular components in 21 inch (533mm) or 7 inch

(686mm) widths as detailed, inset door design. Compartment size andarrangements as shown on drawings, as manufactured by LSI Corporation ofAmerica, Inc. Manufacturers seeking approval must submit sample of instrumentstorage cabinet showing shelf system and construction details conforming to therequirements of this specification. Samples may be impounded by Owner andretained until completion of project for verification and compliance withspecifications.1. Cabinet Body: 3/4 inch (19.1mm) core as specified in Materials. Back panel

½ inch (12.7mm), recessed and structurally bound (dadoed) all four sides ofcabinet body, secured with toe-nailed mechanical fasteners and 3/4 inch(19.1mm) thick rear stiffeners. Interior body surfacing, whether open or closeddoor cabinet, including sides, rear, and shelf underbody, shall be pressurefused thermofused melamine laminate, White. Toe base shall be separate andcontinuous platform of exterior grade plywood of front, back and intermediatesfor continuous support and moisture resistance.

2. Fixed Shelf System: LSI ProtectorShield™ high-impact, molded system withcontinuous ½ inch wide x 1/4 inch deep (12.7mm x 6.4mm) ventilation grooves,soli core, and integral 1 1/4 inch (32mm) diameter 180 degree full-radiusedfront nosing. Shelf shall be 1 1/4 inch (32mm) total thickness, fixed tocabinet/divider sides with continuous offset channels to retain and support the

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shelf. Color, White to match other interior components. Vandal-resistant,removable only by authorized personnel.

3. Relocatable Shelf System: When so designated by individual productdescription within the bid documents, or on architectural plans, those cabinetsshall be designed with shelves relocatable by facilities personnel. Cabinetbodies shall be factory pre-drilled to accept continuous shelf channel,relocatable to 1 1/4 inch (32mm) increments. Shelf system remains vandal-resistant.

4. Heavy Weight Shelf Support: Provide 1 1/4 inch (32mm) by 1 1/4 inch(32mm) 14 gauge steel tubing under all shelves in cabinets 36 inches (914mm)wide and wider, structurally fastened to cabinet end panels, and shelf. Color,White to match other interior components.

5. Doors: Refer to drawings for type, swing, and location. All doors shall insetflush between cabinet/compartment end panels.a. Grille Doors: 5/16 inch (7.9mm) perimeter/reinforcing, and 3/16 inch

(4.8mm) interior vertical wire. Door and welded 0.095 inch (2.4mm)hinges in White powder coat.

b. Solid Laminate Doors: Balanced construction with 0.030 inch (0.76mm)high-pressure plastic laminate exterior, high-pressure cabinet-linerinterior, 13/16 inch (20.6mm) total thickness. Laminate surface/balancingliner to core under controlled conditions, by approved and regulatedlaminating methods to assure a premium lamination. Natural-settinghybrid PVA Type III water resistant adhesives that cure thru chemicalreaction, containing no health or environmentally hazardous ingredients,are required.

c. Hinges: Five knuckle safety tip hinge with 2 3/4 inch (69.9mm) barrel,heavy gauge 0.095 inch (2.4mm) steel with non-loosening speciallydesigned furniture screw attachment. Finished in White epoxy powdercoat.

d. Hasp: Hasp system shall be of one piece construction, no moving parts. Hand grip shall be minimum 6 inch (152.4mm) U-shaped of welded 5/16inch (7.9mm) rod. Hasp body plate shall contain padlock hole ofsufficient size to accommodate all typically available combination/keypadlock. Provide integral nylon stop for door-stop. Color, White. Providepre-numbered, dual sided labels of contrasting color, integral with door,for Owner placement. Provide extra set of blank labels for Ownercustomization.

6. Edging: Cabinet Body Edging shall be high-impact, color-thru 3mm PVC,length beveled both sides. Door Edging shall be high-impact, color-thru 3mmPVC, length beveled and corner radiused inside and outside. Edging must behot melt applied, trimmed, beveled, radiused and buffed by singular automaticmachinery for consistency. No exceptions. Choice of 27 manufacturer'sstandard colors.

7. Workmanship: Premium standards of consistent reveals, bevels, and edgetreatments. No exposed mechanical body fasteners. Color choices atlaminate door face and exterior exposed cabinet body end panels shall be from

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manufacturer's standard 54 colors. Instrument Storage Cabinets shall beshipped factory pre-assembled, including doors of either right or left mounting.

K. High Density Rollout Music Library:1. Shall consist of steel framed structure attached to wall at back and one side

and to floor, to which open shelving units 36 inches (914mm) wide x 81 inches(2057mm) and 92 inches (2337mm) high containing 6 and 7 shelves rollforward for right or left access according to room layout and heightrequirements.

2. Steel Frame: System of vertical and horizontal stabilizers and guidancesystem for housing each shelving unit. Integral cushioned in-stop and out-stopsystem. No floor tracks.

3. Shelving units of either right-side or left-side opening. Six shelves in 81 inch(2057mm) height unit, 7 shelves in 92 inch (2337mm) units. Shelves shall be3/4 inch (19.1mm) thick and nominal 18 inches (457mm) wide either side offixed vertical divider. Shelves shall be adjustable every 1 1/4 inch (32mm),with exception of fixed center shelf. Retention hardware shall prevent shelf tip-out or accidental removal. Interior metal angle reinforcements shall be at allfour corners and back panel.

4. Each unit shall be fitted with thru-bolted 7 inch (178mm) impact-resistantmolded pull, separate identification holder, and 4 heavy-duty 8 inch (203mm)diameter wheels to support unit rollout).

5. Assembly: System shall be installed level and true on hard surface finishedfloor. Floor level not to exceed 1/8 inch (3mm) variance in 48 inch (1219mm)left to right or front to back distance.

2.2 STEEL FABRICATIONS, ASSEMBLIES, AND SUPPORT DEVICES: Provide, of the sizeand configuration as detailed, or as indicated by product number. Exposed welds shall beground smooth.A. Heavyweight Table System: Shall be constructed of 2 inch x 2 inch (50.8mm x

50.8mm) 12 gauge (2.66mm) steel legs and four-sided under-top surround. Endassemblies shall be factory pre-welded, with welded length-connectors for 3/8 inch(9.53mm) diameter double bolted 2 inch x 2 inch (50.8mm x 5.8mm) 12 gauge(2.66mm) horizontal top supports. Provide levelers with non-rusting foot pad of teardrop design, for attaching to floor, as directed by contract documents. Provide legshoes as indicated by product designation. Work top attachment brackets shall bepre-welded to horizontal and end frame members.

B. C-Frame Bench and Table Assemblies: Shall be constructed of 1 1/2 inch(38.1mm) wide x 2 ½ inch (63.5mm) deep 12 gauge (2.66mm) steel tube, cornerwelded, and ground smooth. Provide 3/8 inch (9.5mm) diameter levelers with non-rusting foot pads. Horizontal connectors shall be 1 1/2 inch x 1 1/2 inch (38.1mm x38.1mm) 12 gauge (2.66mm) bolted to vertical C-frames. Table frames withlaminate back panel horizontal connectors shall incorporate 1 inch x 1 inch (25.4mmx 25.4mm) channel, to receive panel.

C. Table Frame Cabinet Hanging System: Provide 12 gauge (2.66mm) rolled-channelhorizontal top member and tubular horizontal lower cabinet standoff. Provide, for the

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attachment and relocation of product designated cabinet types, at assembliesspecified or indicated by product designation.

D. Steel Support Legs at Cabinet Assemblies: Shall be 2 inch x 2 inch (50.8mm x50.8mm) 12 gauge (2.66mm) steel with welded top or side plate according toproduct design. Provide 3/8 inch (9.5mm) diameter leveler with non-rusting foot padof tear drop design for floor attachment, and leg shoe according to product design.

E. Cantilevered Work Top Support Bracket: Shall be of 1 1/2 inch x 1 1/2 inch(38.1mm x 38.1mm) 12 gauge (2.66mm) steel vertical, welded and ground smoothto 1 12 inch wide by 2 ½ inch deep (38.1mm x 63.5mm) 12 gauge (2.66mm)horizontal, of the overall size as indicated on contract documents, or as designatedby product number. Provide molded cap inserts at wall and countertop fastenerholes.

F. Angular Work Top Support Bracket: Shall be factory-welded 1 1/2 inch by 14 inch(38.1mm x 6.4mm) flat steel of vertical, horizontal, and angular design according tosize indicated on contract documents, or designated by product number.

G. Free Standing Science Island Pedestal Group: Shall be of angular and channelshapes, minimum 1 1/2 inch x 1 1/2 inch (38.1mm x 3.1mm) x 1/8 inch (3.2mm)coated steel consisting of factory pre-welded four sided pedestal support frame offour vertical, four upper, and four lower members. Provide cabinet hanging rails foursides as indicated by product designation. Upper frame shall be factory welded andbolted rolled channels and brackets to support work top and related perimeteraprons. Overall size and shape as directed by product number.

PART 3 - EXECUTION

3.1 COORDINATION:A. Coordinate work of this Section with related work of other Sections as necessary to

obtain proper installation of all items.B. Verify site dimensions of cabinet locations in building prior to fabrication.

3.2 INSTALLATION:A. Storage and Protection: Casework shall be protected in transit. Store under cover

in a ventilated building not exposed to extreme temperature and humidity changes. Do not store or install casework in building until concrete, masonry, anddrywall/plaster is dry.

B. Workmen: Install casework under the supervision of the manufacturer'srepresentative with factory-trained mechanics certified by manufacturer.

C. Workmanship:1. Erect casework straight, level and plumb and securely anchor in place. Scribe

and closely fit to adjacent work. Cut and fit work around pipes, ducts, etc.2. Install all items complete and adjust all moving parts to operate properly.3. Leave surface clean and free from defects at time of final acceptance.

D. Guarantee: All materials shall be guaranteed for a period of 5 years frommanufacturer's defects and workmanship.

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E. Clean-Up: Remove all cartons, debris, sawdust, scraps, etc., and leave spacesclean and all casework ready for Owner's use.


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SECTION 08710

FINISH HARDWARE

PART 1 - GENERAL


1.2 Direct Purchasing: This Section is subject to the terms described in Section 01042,Direct Purchasing Procedures, whereby the Owner reserves the right to recover the salestax on materials by purchasing directly the materials required for this Section. Issuance ofConstruction Purchase Orders (CPO) by the Owner shall not relieve the Contractor of anyof his responsibilities regarding material purchases or installations, with the exception ofthe payments for the materials as purchased.

1.3 Scope:A. Work under this section consist of furnishing and installing items known

commercially as builders hardware as specified in this section and noted on thedrawings for a complete and operational system, which may include electrifiedhardware, controls, finish hardware for aluminum entrance doors and door operators.

B. Items include but are not limited to the following:1. Hinges2. Mullions3. Flush Bolts4. Coordinators5. Locks6. Exit Devices7. Door Closers8. Push Plates9. Door Pulls10. Protective Plates11. Door Stops and Holders12. Thresholds and Weather-stripping13. Silencers

1.4 Related Work:A. Refer to the following sections for these products:

1. Section 08110: Standard Steel Doors2. Section 08111: Standard Steel Frames3. Section 08210: Wood Doors

1.5 Quality Assurance:A. Standard of Quality: Manufacturers and model numbers listed in Part 2 of this

section have been set to establish a standard of quality, design and function. Onlythose manufacturers and model numbers listed herein as approved and meet the

08710-1


requirements are to be furnished on this project. Obtain each type of hardware(hinges, locks, exit devices, closers, etc.) from a single manufacturer, althoughseveral may be listed as acceptable.

B. Substitutions: 1. Only those products specifically listed in Part 2 of this section as approved or

equal by manufacturer name and product number are acceptable. 2. No "approved equal" material or equipment will be considered unless

written request has been submitted to the Architect for approval at thelatest ten (10) days prior to date for receipt of bids.

C. Supplier: The Hardware supplier is to be a qualified direct distributor of the productsto be furnished, and is to regularly engage in furnishing products on projects ofsimilar size and requirements. In addition, the supplier is to have in their regularemployment a Certified Architectural Hardware Consultant who will be madeavailable at reasonable times to consult with the Architect, General Contractor and/orthe owners representative regarding any matters that affect the project, inspect anddirect detailing, applying, and adjusting of all hardware.

D. Fire-rated Hardware: Furnish hardware for fire-rated openings that meet NFPA 80and the local building codes. Furnish only hardware that has been tested and listedby UL or FM for fire-rated openings. All labeled doors to have ball-bearing steelhinges, a door closer and a lockset to meet the requirements of NFPA 80. Whereexit devices are specified or required on Fire Rated Doors furnish only those devicesthat have been tested and listed “FIRE EXIT HARDWARE.”

1.7 References:A. The following codes are referenced for this work:

1. NFPA 80 Fire Doors and Windows 1995 Edition2. NFPA 101 Life Safety Code 1994 Edition3. NFPA 105 Installation of Smoke-Control Door Assemblies 1989 Edition4. ADA The Americans with Disabilities Act: Title III Public Accommodations5. ANSI A117.1: American National Standards Institute: Accessible and Usable

Buildings and Facilities.6. UL: Underwriter’s Laboratories7. WHI: Warnock Hersey International8. DHI: Door and Hardware Institute9. FBC: Florida Building Code

1.8 Submittals:A. Submit schedules in accordance with Section 01300, Submittals.B. Schedules: Provide Finish Hardware Schedules detailing each opening individually

within two weeks after receipt of purchase order. Use the Vertical format schedulingmethod as outlined in the DHI brochure “Sequence and Format for the HardwareSchedule”. The horizontal format will not be allowed. Schedule each floor and eachbuilding separately. Separate fire rated doors and non-rated doors using differentheadings. Separate doors of different sizes in headings that have all doors of thesame size and like hardware. Provide six (6) copies.

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C. Samples: Provide samples of the products listed in the Schedule as required by theArchitect. Furnish one (1) item that is representative of the manufacturer series thatis being supplied.

D. Templates: Within one (1) week after receipt of an approved Hardware Scheduleprovide template information to related door and frame suppliers to prepare for theinstallation of mortise hardware and reinforcement of surface-mounted hardware.Provide three (3) copies for distribution.

E. Product Data: Together with the Finish Hardware Schedule provide catalog cutshighlighting each item that is being proposed, including appropriate ANSI/BHMAcriteria and special mounting instructions. Provide six (6) copies.

F. Keying Schedule: Keying will be provided by the Owner during construction.G. Cycle Testing: Submit independent lab test verifying the minimum cycle test

requirements listed with this specification for locksets, door closers and exit devices.Provide six (6) copies.

1.9 Delivery, Storage and HandlingA. Delivery: Deliver hardware to the job site in the manufacturer's original packages.

Tag and mark each item of package to correspond with the door and headingnumber on the finish hardware schedule. Include installation instructions and customwiring diagrams for electrified hardware. Inventory hardware jointly with arepresentative of the General Contractor and the Hardware Supplier until both aresatisfied with the count.

B. Storage: Store material in a dry, secured area, within the building, free from dustand dirt within a controlled environment.

C. Handling: Provide strict control over access to the storage area so that completionof the work will not be delayed due to hardware losses.

1.10 Warranty: Submit warranties in accordance with Division 1, General Requirements andContract Documents. This requirement does not take the place of Division 1 requirementsbut is in addition to the Warranties and Bonds section. This warranty shall cover againstdefects in materials and workmanship, commencing with Substantial Completion of theproject.1. All Finish Hardware 1 Year2. Locks 5 Years3. Exit Devices 3 Years4. Door Closers 10 Years

PART 2 - PRODUCTS

2.1 Materials:A. Screws and Fasteners: Provide all necessary screws, bolts and fasteners of

suitable size and type to anchor the hardware properly. Fasteners are to match thefinish and the base metal of the applied item. Provide the manufactures standardand recommended fasteners to template. Furnish fasteners where required withexpansion shields, toggle bolts, and other anchors designated by the Architectaccording to the hardware requirements. All door closers and exit devices applied tolabeled wood doors shall be thru-bolted. Thresholds are to be secured with machine

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screws and set with an adjustable sill anchor. All hardware applied to exterior doorsshall be of non-ferrous material matching the finish of the hardware specified forinterior openings or as specified in 3.6 of this section.

B. Hinges: Provide hinges as specified in 3.6 of this section. Furnish five-knuckle,heavy duty, button tip, full mortise template type hinges with non-rising loose pins atexterior doors, interior openings with exit devices and high frequency openings.Provide five-knuckle, standard duty, button tip, full mortise template hinges with non-rising loose pins at all other interior openings. At exterior locations and reverse bevelopenings provide with non-removable pins. Furnish one (1) hinge for every 30 inchesin door height or fraction thereof with a minimum of two (2) hinges per leaf. For doorsup to 36 inches in width provide hinges 4.5 inches in height; for doors over 36 inchesand up to 48 inches in width provide hinges 5.0 inches in height. The width of thehinges are to be sufficient to clear all trim and allow the door to swing 180 degrees.Exterior doors and secured reverse bevel doors are to be furnished with non-removable pins or security stud. Use ball bearing steel hinges on labeled dooropenings and non-ferrous hinges on exterior doors or doors located in high humidityareas.1. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. Hagerb. Stanleyc. McKinney

C. Mullions: Provide keyed removable mullion. Removable mullions are to be hardwaretype with cylinder latch for mullion removal. Latch cylinder shall be a keyedremovable core cylinder. All mullions are to be steel (aluminum is not allowed).1. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. Von Duprin

D. Flush Bolts: Provide flush bolts of the type listed in 3.6 of this section. Manual flushbolts are to have a length that will position the lever at no more than 6 feet above thefinished floor. Automatic flush bolts are to be applied at labeled pairs of doors.Furnish a dust-proof strike at each set of flush bolts specified.1. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. Ivesb. Rockwood

E. Coordinators: Provide a coordinator wherever the specified hardware requires thatone door close before the other or when an overlapping astragal is used.Coordinator is to be of the type that mounts flat to the stop and extends through the

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full width of the frame with the use of a filler bar. A coordinator that mounts on theface of the frame is not acceptable.1. Available Manufacturers: Subject to compliance with requirements,


F. Locks: Provide locks of the type and function listed in 3.6 of this section. 1. Provide heavy-duty commercial cylindrical locks that exceed ANSI/BHMA

A156.13, Series 4000, Grade 1 for strength, security and durability in thecategories below:a. Abusive locked lever torque: minimum 3,100 inch-pounds without

gaining accessb. Offset lever pull: minimum 1,600 foot pounds without gaining accessc. Vertical lever impact: minimum 100 impacts without gaining accessd. Cycle life: minimum 16 million cycles

1) With no visible lever sag2) Without the use of performance aids (i.e. – set screws, spacers,

etc.)e. Provide certification of cycle testing by independent lab testing

organization with complete documentation and must be submitted to theClay County School Board to show compliance with this specification.

2. Provide lock body that can be re-handed on site without disassembling the lockcase.

3. Provide locksets with solid steel anti-rotation through bolts and posts to controlexcessive lever rotation. Provide independently operating levers with twoexternal return spring cassettes mounted under roses to prevent lever sag.

4. All lever trim shall be of the solid cast type, no hollow levers will be accepted.a. Provide Rhodes lever design.

5. Trim is to be wrought roses on both sides. 6. Provide locks with standard latches featuring a 2-3/4" (70 mm) backset and a

1.2" latch throw capable of UL listing of 3 hours on a 4.0 x 10.0 opening.Provide proper latch throw for UL listing at pairs.

7. Provide standard ASA strikes unless extended lip strikes are required to protecttrim.

8. Deadbolts are to have a 1-inch throw. 9. Provide manufacturer's standard wrought box strike for each latch set, with

curved lip extended to protect the frame. 10. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. Schlage NDb. S.F.I.C. = Small Format Interchangeable Core

G. Exit Devices: Furnish exit devices of the type and function listed in 3.6 of thissection. Provide devices that are UL Listed for Accident Hazard, or when applied tofire rated doors, UL Listed “Fire Exit Hardware” and meets or exceeds ANSI A156.3

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Grade 1 and have been cycle tested to 1,000,000 cycles. Provide certification ofcycle testing by independent lab testing organization with complete documentationand must be submitted to the Clay County School Board to show compliance withthis specification. All devices are to have dead latch feature. Supply a dampener asstandard that will decelerate the push pad to reduce the noise of operation. Providebreak away lever trim at locations exposed to abuse or vandalism free wheelinglevers are not acceptable. Provide all accessories necessary for a complete andproper installation. Where molding from lite kits may interfere with the exit deviceprovide glass bead kits to secure the device to the door.1. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. Von Duprin 99 Seriesb. Equals as approved by the Architect and the Clay County School Board.

H. Door Closers: Furnish door closers of the type listed in 3.6 of this section. Closersare to exceed ANSI A156.4 Grade 1 and have been cycle tested to 10,000,000cycles. Provide certification of cycle testing by independent lab testing organizationwith complete documentation and must be submitted to the Clay County SchoolBoard to show compliance with this specification. Provide fully hydraulic, rack andpinion action with high strength cast iron cylinders and one piece forged steelpistons, aluminum closers are not acceptable. The pinion shaft to have a minimumdiameter of 11/16”. Hydraulic regulation controlled by tamper proof non-criticalvalves with separate adjustments for backcheck, latch and closing speed. Doorclosers shall not have pressure relief valves (PRV’s), these valves are notacceptable. Arms are to be constructed of forged steel stamped steel not acceptable.Door closers shall utilize temperature stable fluid capable of withstandingtemperature ranges of 120 degrees Fahrenheit to -30 degrees Fahrenheit, withoutrequiring seasonal adjustment of closer speed to properly close the door. Closers forfire-rated doors shall be provided with temperature stabilizing fluid that complies withthe standards UBC 7-2 (1997) and UL 10C. Provide closers with regular arm, parallelarm or top jamb mount as required to keep corridors clear and for proper installation.Provide all brackets, arms and plates as necessary for complete installation. Sizeclosers according to the manufacturer’s recommendations for the size and locationof the door. Where multi-sized closers are required size closers to the proper settingat the factory. Provide adjustable units complying with ANSI A117.1 provisions fordoor opening force and delayed action closing.1. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. LCN 4010/4110

2. S.R.I. = Special Rust Inhibiting process

I. Protective Plates: Furnish armor plates, kick plates and mop plates as specified in3.6 of this section. Provide armor plates, kick plates and mop plates 32 inches, 8inches and 4 inches in height respectively. For the width of the plates furnish 2inches less the door width on the push side of the door for single doors and 1 inch

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less the door width on the pull side and on the push side of pairs of doors. Bevelthree edges and provide in 0.05 in thickness.1. Available Manufacturers: Subject to compliance with requirements,


2. L.D.W. = Less Door Width

J. Door Trim: Furnish push plates, door pulls, wall stops and floor stops as specified in3.6 of this section. Provide with fasteners as required for proper installation.1. Available Manufacturers: Subject to compliance with requirements,


K. Overhead Holders: Furnish overhead holders of the type listed in 3.6 of this section.Holders and Stops to meet or exceed ANSI A 156.8 Grade 1 requirements. Theyshall be non-handed and field reversible and have adjustable holding force. Provideall brackets necessary for proper installation. Provide overhead stops wherever wallstops will not stop the door.1. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. Glynn-Johnsonb. Rixson

L. Thresholds and Weatherstripping: Furnish in the type listed in 3.6 of this section.Use vinyl or silicone inserts in face of stop at exterior doors. Verify thresholdrequirements with drawings and sill conditions for proper application. For exteriordoors provide a threshold anchor channel assembly that sets firmly into the concreteand secures the threshold. Provide an abrasive, skid and corrosion resistantthreshold at all exterior locations. For weatherstrip provide at the jambs and head ofthe frame. On pairs of doors provide an overlapping astragal with a seal running thefull height of the door or two split astragals at the meeting stile to seal doors thatrequire independent operation.1. Available Manufacturers: Subject to compliance with requirements,

manufacturers offering products that may be incorporated into the work includethe following:a. Hagerb. NGPc. Pemko

2. L.A.R. - Length as Required.

2.2 Finishes: Unless noted otherwise, the following finishes shall be used:A. Hinges, Exterior 630

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B. Hinges, Interior 652C. Pivots, Exterior 626D Locksets 626E. Exit Devices 626F Closers 689G. Door Trim 630H. Protection Plates 630I. Thresholds AL

2.3 Keying:A. Provide a construction master key system tied into the existing small format

interchangeable core (SFIC) Everest system as directed by the Owner’sRepresentative. All locks are to be factory-keyed.

B. Furnish keys in the following quantities;2 ea Change Keys per lock6 ea Master Keys for each system used6 ea Grand Master Keys12 ea Construction Keys100 ea Key blanks10 ea Additional Permanent Cores

C. Send all permanent keys directly from the manufacturer to the owner by registeredmail.

D. Furnish one SITEMASTER 200 key control system complete with indexed doornumbers, key codes, bittings, room numbers, lock function, design and finish.

PART 3 - EXECUTION

3.1 Inspection: After installation has been completed a representative of the hardwaresupplier is to inspect the installation of the finish hardware to ensure that each item ofhardware is operating properly and installed according to the approved hardwareschedule.

3.2 Installation:A. Mount hardware units at heights indicated in “Recommended Locations for Builders

Hardware for Standard Steel Doors and Frames” by the Door and Hardware Instituteexcept as specifically indicated or required to comply with governing regulations, andas may be indicated otherwise by the Architect.

B. Install each hardware item in compliance with the manufacturer’s instructions andrecommendations (failure to install hardware correctly and to make properadjustments will result in monetary penalties applied to the installation team tocorrect improper installation). Wherever cutting and fitting is required to installhardware onto or into surfaces which are later to be painted or finished, coordinateremoval, storage and reinstallation of items. Do not install surface mounted hardwareuntil finishes have been applied.

C. Set units level, plumb and true. Adjust and reinforce the surface material asnecessary for proper installation and operation.

D. Drill and countersink units that are not factory prepared for anchors and fasteners.

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E. Set thresholds for exterior doors in full bed of butyl-rubber or polyisobutylene masticsealant to completely fill voids and exclude moisture. Remove excess sealant.

F. Before installation and after approved hardware submittals the manufacturer’srepresentative is to provide pre installation training of hardware to the sub contractorand or installation team.

3.3 Adjusting and Cleaning:A. Adjust and check each operating item of hardware at each door to ensure proper

operation and function. Replace units that cannot be adjusted to operate freely asintended. Make final adjustments to door closers and floor closers to ensure that allvalves are set properly for proper functioning of the door.

B. After installation and before turning the building over all hardware shall be left cleanand free from dirt, dust or disfigurement.

C. Instruct the owners personnel in the proper adjustment and maintenance ofhardware and electrical security systems. Turn over installation instructions, finalapproved finish hardware schedules, custom wiring diagrams and any special toolsthat were required for installation.

3.4 Protection: The General contractor shall be responsible for protecting all hardware andfinishes of each item of hardware until the owner accepts the project as complete.

3.5 Extra Stock: At the completion of the project, supply to the Owner the following items:A. Complete bitting list of keys cutB. One (1) set of instruction sheet for each item furnishedC. One (1) each of any nonstandard tool for installation of items furnished

3.6 Provide finish hardware as specified in the previous articles in sets according to thefollowing Schedule:

HARDWARE SCHEDULE

HARDWARE SET No. 1 Office, Single, HM, Interior

Door Numbers: 105A, 112

Each to Have:3 EA HINGE 1279 4-1/2" X 4-1/2" 626 HAG1 EA CLASSROOM LOCK ND70BD RHO 626 SCH1 EA DOME STOP FS438 626 IVE3 EA SILENCER SR64 GRY IVE

HARDWARE SET No. 2 Restroom, Single, HM, Interior

Door Numbers: 114, 121Each to Have:

3 EA HINGE 1279 4-1/2 X 4-1/2 626 HAG1 EA PRIVACY LOCK ND40S RHO 626 SCH

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1 EA WALL BUMPER WS406CCV 630 IVE3 EA SILENCER SR64 GRY IVE

HARDWARE SET No. 3 Double, HM, Exterior

Door Numbers: 152BEach to Have:

6 EA HINGE BB1191 4-1/2 X 4-1/2 630 HAG1 EA SURFACE BOLT SB360-12-B 602 IVE1 EA SURFACE BOLT SB360-12-T 602 IVE1 EA STOREROOM LOCK ND80BD 626 SCH1 EA LOCK GUARD LG1 630 IVE1 EA OVERHEAD STOP 450S 630 GLY1 EA DRIP GUARD 810S LAR AL HAG1 SET GASKET 891S head and jambs AL HAG1 EA THRESHOLD 950A LAR AL NGP

HARDWARE SET No. 4 Office, Single, HM, Interior

Door Numbers: 101, 103, 104, 105C, 111, 117, 118, 119, 120A, 123, 124, 125, 126AEach to Have:

1 EA CLASSROOM LOCK ND70BD RHO 626 SCHSPACERS XN12-012

Provide spacers as needed for existing 1-3/8" thick doors.

HARDWARE SET No. 5 Storage/Mechanical, Single, HM, Interior

Door Numbers: 102, 106A, 107A, 110A, 127A, 127B, 127CEach to Have:

1 EA STORAGE LOCK ND80BD RHO 626 SCH

HARDWARE SET No. 6 Exit, Single, HM, Interior

Door Numbers: 152A

Owner-supplied door, jamb, hardware. Coordinate installation w/Miller Electric (Owner's sub forsecurity connections). Mr. Keith Purvis, [email protected], 904-574-7729.

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KEY LOG FORM

PAGE OF TO:

FROM:

DATE:

NAME OF FACILITY:

DOORNO.

KEYNO.

KEYSET

QUANTITY

REMARKSREC. ISS. ISS. ISS.

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SECTION 10440

INTERIOR SIGNAGE

PART 1 - GENERAL:

1.1 Related Documents: The General Provisions of the Contract, including the GeneralConditions, Supplementary Conditions and Special Conditions (if any), along with the GeneralRequirements, apply to the work specified in this Section.

1.2 Scope: Provide and install room identification signs to match existing signage in east endof building with numbers, script, symbols and braille.

1.4 Quality Assurance: For each sign form and graphic image process, furnish products of asingle manufacturer.

1.5 Submittals:A. Comply with Section 01300, Submittals.B. Shop Drawings: Submit Shop Drawings for fabrication and erection of specialty signs.

Include plans, elevations, and large scale details of signs wording and lettering layout. Show anchorages and accessory items. Furnish location template Drawings for itemssupported or anchored to permanent construction.

C. Product Data: Submit manufacturer's technical data and installation instructions foreach type of sign required.

D. Text: Sign list, including specific text for each sign, has been provided on a SignageSchedule in the Drawings.

PART 2 - PRODUCTS

2.1 Manufacturers: 1. A. Subject to compliance with requirements, provide products from Intersign

Corporation (www.intersign.com, 800-322-8426), or Owner-approved equal.

2.2 Construction:A. Standard Sign: Esquire "Room Number - 2 Slot" (EQ-PR02)

1. Size: 6.75" x 7" wide.2. Features:

a. 1.5" raised room numbers and Grade 2 Braille to comply with the ADA.b. Two changeable insert slots.c. Includes one blank insert.

B. Restroom Signs: Esquire "Restroom Sign w/Unisex & ISA Symbols" (EQ-RG62)1. Size: 9.375" x 7" wide2. Features:

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a. Male/female/ADA symbol and words "RESTROOM" in lettering and Grade2 Braille.

C. Fasteners: Use foam tape strips.E. Font: Optima, tactileF. Colors:

1. Backplate: Brushed Silver2. Faceplate: "Starry Night (79)"3. Graphics: "White (02)"

PART 3 - EXECUTION

3.1 Installation:A. Locate sign units and accessories as directed by Owner, using mounting methods of

type described and in compliance with the manufacturer's instructions. Install sign unitslevel, plumb, and at the height directed, with sign surfaces free from distortion or otherdefects in appearance.

B. Signs shall be mounted in accordance with A.D.A. requirements. 1. Refer to the Plans for sign locations.2. Unless otherwise indicated on the plans, mounting placement shall be on

doorknob side of door wherever possible, between 8" and 12" from the door frame. 3. Height of sign shall be 60" from the center of sign to the floor, unless otherwise

indicated on Drawings.

3.2 Cleaning and Protection:A. At completion of the installation, clean soiled sign surfaces in accordance with the

manufacturer's instructions. Protect units from damage until acceptance by the Owner.


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ADDENDUM NO. 1 District Office Renovation/Remodeling ... · attached revised A3.3. 2. On drawing...

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Transcript of ADDENDUM NO. 1 District Office Renovation/Remodeling ... · attached revised A3.3. 2. On drawing...