the foundation for the gator nation - uf procurement...904-612-6762 (mobile) karen olitsky ....

971 Elmore Drive PO Box 115250 Gainesville, FL 32611-5250 (352) 392-1331 Fax 352-392-8837

The Foundation for The Gator Nation An Equal Opportunity Institution

Office of the Vice President and Chief Financial Officer Procurement Services https://procurement.ufl.edu/

March 27, 2020

ADDENDUM NUMBER 4 ON INVITATION TO BID ITB20KO-136

TITLE: IFAS Demonstration Pavilion – Live Oak, FL

Mandatory pre-bid meeting was held March 17, 2020 at 10:00AM at the site. Bid opening is scheduled for April 9, 2020 at 3:00PM.

This addendum shall be considered part of the Contract Documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original Contract documents, this addendum shall govern and take precedence. Bidders are hereby notified that they shall acknowledge receipt of the addendum.

This addendum consists of:

• Change to Section 00100 – INSTRUCTION TO BIDDERS, 1.4 BID FORM, Item F• Responses to contractor questions and requests for clarification• One (1) page of drawing C-210 referenced in Q12/A12 of responses to contractor questions and

requests for clarification• Eight (8) pages of drawings referenced in Q16/A16 of responses to contractor questions and requests

for clarification• Five (5) pages of Engineer’s Addendum dated March 24, 2020• Fenetex representative contact information: Craig Scott, [email protected], 904-437-5168 (office),

904-612-6762 (mobile)

Karen Olitsky Procurement Agent III

PLEASE ACKNOWLEDGE RECEIPT OF THIS ADDENDUM 4 AND RETURN WITH YOUR BID. FAILURE TO ACKNOWLEDGE THIS ADDENDUM COULD CONSTITUTE REJECTION OF YOUR BID.

VENDOR NAME

VENDOR ADDRESS

SIGNATURE

mailto:[email protected]

Change to Section 00100 – INSTRUCTION TO BIDDERS, 1.4 BID FORM, Item F.

Due to the current COVID‐19 pandemic situation, the University of Florida will be accepting proposal submissions by email for this solicitation.

An email submission must be made in lieu of paper copies. These emails will not be opened prior to the published deadline of April 9, 2020 at 3pm. Any submissions received after this time will not be accepted.

Submissions should be sent to [email protected]

Copied to [email protected]

To ensure all submissions are received and avoid potential email delays, please do not wait until the deadline to submit your proposals. The proposal submission format should follow that as outlined in the original ITB document, Section 00100 – INSTRUCTION TO BIDDERS, 1.4 BID FORM, and include the Invitation to Bid Construction Acknowledgment Form, Section 00310 Bid Form (REVISED) and list of subcontractors as described in SECTION 00430 – SUBCONTRACTOR LISTING.

Responses to Contractor Questions and Requests for Clarification

Q1. What is the budget estimate for this project?

A1. $200,000

Q2. The specifications call for FRP panels. None are shown on the drawings, please clarify where these panels need to be installed.

A2. Disregard references to the FRP panels. None are in scope.

Q3. Specification Section 09960 FRP panels are not in TOC. Please clarify.

A3. Disregard references to the FRP panels. None are in scope.

Q4. The specifications call out for fire extinguishers and AED’s. Both are not shown on drawings, please clarify if they are needed on this project.

A4. Reference LS1.0. Three (3) fire extinguishers are indicated. Spec 10520 calls for one (1) AED. Owner to supply and Owner to install.

Q5. Section 10520 subsection 2.C "automatic external defibrillators" states "include the addition of one or more AED 's, with the cabinet(s) specified, furnished, and installed by the project and the device(s) themselves purchased by the project and installed by UF EH&S. Consult with the EH&S during design regarding type/size, quantity, and location(s)." Please clarify this scope of work.



A5. Reference LS1.0. Three (3) fire extinguishers are indicated. Spec 10520 calls for one (1) AED. Owner to supply and Owner to install.

Q6. Specification Section 16305 ceiling fans is not on the table of contents, but the specification is in the spec book. On drawing A4. 0 it states "Fans" not in contract. Please clarify this scope of work.

A6. The Owner will furnish and install the specified ceiling fan. The contractor is responsible for the electrical serving the fan and fan junction box suitable for the specified fan.

Q7. The drawings indicate widths that span up to approximately 25ft between columns. Fenetex has advised that Clear Vinyl Roll up curtains are typically installed no wider than about 13ft before they need intermediate columns. Is it the intent to add columns to support the roll up curtains?

A7. No. The curtains will not be clear vinyl but a Retractable Insect Screen.

Q8. Please confirm if the base bid columns are to be standard PEMB columns.

A8. Confirmed.

Q9. Please confirm that ALT 3 will only be taken if ALT 2 is accepted. There is no detail shown for screen curtain track connection to standard PEMB columns (Base Bid).

A9. Confirmed.

Q10. Who is responsible for removing the existing utility poles?

A10. The owner will coordinate the removal of the pole, and the installation of the pad mounted transformer. The contractor is responsible for the installation of the conduit from the meter to the transformer and the coordination with the local utility (Suwannee Valley Electric Coop) for the installation of the conductors from the transformer to the meter can. The contractor should contact Suwannee Valley Electric Cooperative to discuss the transformer and underground connection so that they comply with their policies.

Q11. Please confirm if the local utility company will be providing the transformer and underground connection to the new transformer.

A11. Confirmed. Contractor to install conduit from building to transformer. Utility will provide and pull conductors form the meter to the transformer.

Q12. Please clarify what items from the civil plan are in Lot 1 vs Lot 2.

A12. Reference attached plan C‐210 clarifying this item.

Q13. Given the outside condition of the electric water cooler, it is assumed that it should have freeze protection and be heavy duty. Please confirm and provide water specification.

A13. Freeze protection is not required.

Q14. There is not currently a grassing/sod specification. Please clarify sod type & proposed seed type.

A14. Bahia sod and seed shall be used at disturbed soils and stormwater basins for Lot 2. Seeding and Sod in Lot 1 is not in contract.

Q15. On sheet T0.0, the 3D plan shows landscaping. There are not any landscape & irrigation drawings. Please clarify scope if any.

A15. Landscaping is not in scope.

Q16. Addendum #2, Attachment A, contained revised technical specifications and drawings. Drawing T0.0, LSJ.0, A1.0, A1.2, A2.0, A2.1, A4.0 & A7.0 will not print to scale. These files are sized different. Can new files to scale be distributed?

A16. Yes. Reference attached architectural pdfs.

Q17. Will structural drawings be available before time of bid?

A17. Structural drawings for the metal building will not be available prior to the bid. Structural design for the slab will be provided by structural engineer once the metal building manufacturer provides the reactions. This will all be after award of contact.

Q18. Will the GC be responsible for the testing and inspections of this project?

A18. Yes.

Q19. Specification Section 00811 subsection 1.2 calls for Davis Bacon wages. Please confirm if this applies to this project.

A19. Does not apply to this project.

Q20. Specification Section 01014, 1.7, Personnel Screening. What are the costs associated with the universities screening policy? Please advise.

A20. Personnel Screening is not required at this UF IFAS facility.

Q21. Are there permitting costs associated with UF’s building permits? If so, will the contractor be responsible for paying the building permit?

A21. Yes. See permit fee schedule in the link below: http://www.ehs.ufl.edu/programs/buildcode/codes/fees/ Contractor is responsible for permitting costs.

http://www.ehs.ufl.edu/programs/buildcode/codes/fees/

Q22. Does specification Section 01352 LEED Requirements pertain to this project?

A22. No.

Q23. What are the liquidated damages on this project?

A23. No liquidated damages on this project.

Q24. Are barriers required during construction per Section 01530?

A24. No.

Q25. Will a University of Florida exterior building sign be included in this project? Shown in specifications, but none on drawings.

A25. Owner will furnish and install sign.

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UF IFAS

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DRAWING SHEET INDEXSHEET # CIVIL PLANS SEE TOC ON C.000 Current

RevisionCurrent

Date

TITLET0.0 COVER SHEET

LIFE SAFETYLS1.0 PROPOSED - LIFE SAFETY - OVERALL

ARCHITECTURAL PLANSA1.0 PROPOSED - PLAN - OVERALLA1.2 PROPOSED - ROOF PLAN

ARCHITECTURAL EXTERIOR ELEVATIONSA2.0 PROPOSED - ELEVATIONS - EXTERIORA2.1 PROPOSED - ELEVATIONS - EXTERIOR

ARCHITECTURAL BUILDING SECTIONSA4.0 PROPOSED - SECTIONS - BUILDING

ARCHITECTUAL DETAILSA7.0 PROPOSED - DETAILS

PLUMBINGP0.1 PLUMBING LEGEND, NOTES & ABBREVIATIONSP1.1 PLUMBING FLOOR PLAN

ELECTRICALE0.1 ELECTRICAL LEGEND, CODES &

ABBREVIATIONSE1.1 ELECTRICAL FLOOR PLAN - POWERE1.2 ELECTRICAL CEILING PLAN - LIGHTINGE1.3 ELECTRICAL ROOF PLAN

STRUCTURALS1 FOUNDATION PLAN

PROJECT LOCATION

AT

FORUF PLANNING, DESIGN & CONSTRUCTION

UF/IFAS 20038 NORTH FLORIDAREC - LIVE OAK AGRICULTURE

DEMONSTRATION BUILDING

LIVE OAK, FL

PROJECT/ SITE ADDRESS

OCCUPANCY TYPE - FBC: ASSEMBLY - GROUP A-3OCCUPANCY TYPE - NFPA: ASSEMBLYNUMBER OF STORIES: 1 ABOVE GRADENUMBER OF BUILDINGS: 1AUTHORITIES HAVING JURISDICTION: UF EH&S

PROJECT NAME: UF/IFAS 20038 NORTH FLORIDA REC - LIVE OAKAGRICULTURE DEMONSTRATION BUILDING

LIVE OAK, FL

1. DRAWINGS ARE DIAGRAMATIC TO CONVEY EXISTING/NEW CONDITIONS. CONTRACTOR SHALL INSPECT AND VERIFY THE SCOPE OF WORK. ANY ADDITIONAL WORK NOT SPECIFICALLY NOTED ON THE DRAWINGS BUT YET ARE APPARENT TO FIELD INSPECTION SHALL BE CONSIDERED AS PART OF THIS CONTRACT. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR VERIFYING ALL EXISTING CONDITIONS.2. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.3. NO INSTRUCTION, REVISIONS, ADDITIONS, DELETIONS, SPECIFICATIONS OR DETAILS OTHER THAN THE INFORMATION CONTAINED HEREIN BEFORE SHALL GOVERN THE PROJECT UNLESS THEY ARE IN WRITING AND APPROVED BY THE ARCHITECT, OWNER AND CONTRACTOR IN THE FORM OF A CHANGE ORDER.4. GC, VENDORS & SUB-CONTRACTORS SHALL REFER TO ALL DRAWINGS, PROJECT MANUAL AND PWE SHEETS (WHEN APPLICABLE) OF CONTRACT DOCUMENTS AND COMPLY WITH ALL PROVISIONS THEREIN. IF THERE IS A DESCREPANCY BETWEEN CONTRACT DOCUMENTS, EXISTING CONDITIONS AND VENDOR SUPPLIED WATER TREATMENT DOCUMENTS, GC TO VERIFY AND COORDINATE PRIOR TO INSTALLATION OF ANY SLEAVING.5. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. IT IS GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND APPROVE ALL DIMENSIONS OF EQUIPMENT AND MATERIAL WITH SUPPLIERS PRIOR TO ORDERING AND / OR INSTALLATION OF ALL PRODUCTS.6. RFI'S - SUBMIT ALL QUESTIONS ON RFI DOCUMENT PROVIDED IN BID DOCUMENTS WITH DATE OF REQUEST. ARCHITECT WILL PROVIDE RESPONSE AS QUICKLY AS PRACTICAL.7. UPON GENERAL CONTRACTOR APPROVAL, ALL SUBMITTALS ARE TO BE SENT FROM THE SUBCONTRACTOR TO THE GENERAL CONTRACTOR FOR REVIEW AND SUBMISSION TO THE ARCHITECT; THE SUBCONTRACTOR IS TO FLAG ANY SUBSTITUTIONS. THE FULL SUBMITTAL PACKAGE IS TO BE SENT ELECTRONICALLY IN PDF FORMAT ON EITHER CD, FTP WEBSITE FOR DOWNLOAD, OR DROP BOX TO THE ARCHITECT WITHIN TWO WEEKS OF AWARD. ALL SUBMITTALS ARE TO BE REVIEWED BY GC PRIOR TO SUBMISSION TO THE ARCHITECT. ALL NON-REVIEWED SUBMITTALS WILL BE REJECTED. THE ARCHITECT WILL SUBMIT TO THE PROJECT MANAGER COPIES OF ALL REJECTED SUBMITTALS AND APPROVED SUBSTITUTIONS. ALL APPROVED SUBMITTALS AND CUT-SHEETS ARE TO BE MADE AVAILABLE PERMANENTLY ON THE JOB SITE FOR FUTURE REFERENCE DURING CONSTRUCTION MEETINGS. TIMELINESS OF SUBMITTALS IS OF EXTREME IMPORTANCE DUE TO PROJECT SCHEDULE. LATE SUBMITTALS WILL BE BACKCHARGED FROM THE SCHEDULE OF VALUES.ANY REVIEWS AFTER THIRD WEEK SHALL BE BORNE BY GENERAL CONTRACTOR @ A RATE OF $200 PER SUBMITTAL.8. PROJECT MAY INCLUDE MISCELLANIOUS STANDARD DETAILS. GC IS TO REVIEW ALL TO VERIFY ALL ARE APPLICABLE. SOME DETAILS MAY BE MIRRORED FOR THIS PROJECT COORDINATE W/ FLOOR PLAN.9. SEE PROJECT MANUAL SECTION 01100 FOR ALTERNATES (WHEN APPLICABLE).10. SEE PROJECT MANUAL SECTION 01021 FOR ALLOWANCES (WHEN APPLICABLE).11. SEE LS SERIES DRAWINGS FOR CODE DATA & LIFE SAFETY INFORMATION.12. SEE SHEET A0.0.1 FOR ALL REQUIRED ADA & FIXTURE HEIGHTS.13. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VISIT THE JOBSITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES BETWEEN EXISTING FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS ARE TO BE BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO BIDS BEING DUE. OWNER WILL PROVIDE DIRECTION TO GENERAL CONTRACTOR FOR BIDDING PURPOSES TO ASSURE APPROPRIATE SCOPE IS INCLUDED WITHIN BID.14. CONTRACTOR IS TO COORDINATE WITH TENANTS, LANDLORDS AND/OR SURROUNDING TENANTS/LANDOWNERS WHEN PERFORMING ANY WORK. THERE SHALL NOT BE ANY DISRUPTION OF SERVICES FOR THE SURROUNDING TENANTS/LANDOWNERS DURING THE CONSTRUCTION / RELOCATION AND/OR EXPANSION AND/OR RENOVATION OF THE FACILITY.

GENERAL NOTES

MEP ENGINEERS

MITCHELL GULLEDGE ENGINEERSCRAIG GULLEDGE352-745-3991

CGULLEDGE ([email protected])

210 SW 4th AvenueGainesville, FL 32601

CONSULTANTS

PROJECT SCOPE

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T0.0COVER SHEET

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UF BLDG # 8325

DEMONSTRATION PAVILION: BASE BID: A 60’ X 75’ PRE-ENGINEERED, GALVANIZED METAL BUILDING WITH NON-TAPERED COLUMNS ON 25’ WIDE BAYS. TYPE II CONSTRUCTION, UNSPRINKLERED WITH A GROUP A-3 ASSEMBLY OCCUPANCY. THE EAVES WILL BE 12’ HIGH WITH SIDE PANELS DOWN TO 10’ ON ALL FOUR SIDES. THE GALVALUME FINISH ROOF WILL HAVE A 3:12 PITCH WITH A 2’ OVERHANG ON ALL 3 SIDES, AND A 10’ WIDE SHED ROOF ON THE NORTH SIDE. GUTTERS ON THE NORTH AND SOUTH SIDES WILL BE ROUTED TO AN UNDERGROUND DRAINAGE SYSTEM VIA DOWNSPOUTS ON ALL 8 SIDE COLUMNS. THE SLAB WILL BE 4” THICK, DESIGNED FOR PEDESTRIAN USE, WITH A SMOOTH TROWEL FINISH, AND BE SLOPED TO DRAIN. COLUMN BASES WILL BE ELEVATED RELATIVE TO THE SLAB. FOUNDATION DESIGN WILL BE BASED UPON BUILDING MANUFACTURER-PROVIDED REACTIONS.THE SIDE WALLS WILL BE R-PANELS WITH A 20-YEAR PAINTED FINISH OF OYSTER GREY WITH DARK GREEN TRIM. THE BUILDING WILL HAVE A 10’ WIDE COVERED CONCRETE WALK ON THE NORTH SIDE. THE WALK WILL CONNECT THE BUILDING TO THE PARKING.

NEW ELECTRICAL SERVICE, WITH POWER AND JUNCTION BOXES AT EACH COLUMN FOR THE ROLL-DOWN CURTAINS, POWER FOR THE CEILING FAN AND LIGHTING.

COVERED WALKWAY: PRE-ENGINEERED ALUMINUM CANOPY WITH LIGHTING OVER THE CONCRETE WALK CONNECTING THE MAIN ASSEMBLY BUILDING WITH THE PAVILION.

RELATED WORK: PLUMBING AND ELECTRICAL FOR AN ACCESSIBLE, HI-LOW WATER FOUNTAIN ON THE WEST EXTERIOR FACE OF THE MAIN ASSEMBLY BUILDING.SITE WORK FOR ACCESSIBLE ROUTE TO ADJACENT RESTROOMS AND TO PARKING, PAVING AND DRAINAGE

ALTERNATES:#1: IN LIEU OF STANDARD METAL BUILDING COLUMNS, PROVIDE RECTANGULAR OR SQUARE COLUMNS ALONG THE NORTH SIDE OF THE COVERED WALK.#2: IN LIEU OF BARE GALVANIZED COLUMNS, WRAP THE BUILDING COLUMNS WITH FRAME AND STONE VENEER.#3: IN LIEU OF OPEN BAYS, PROVIDE ROLL-DOWN, CLEAR WEATHER CURTAINS EQUIVALENT TO FENETEX

PLUMBING FIXTUERS:ACCESSIBLE RESTROOM FIXTURES ARE ON SITE IN THE ADJACENT BUILDINGS 8239 & 8312. DURING DEMONSTRATION EVENTS, THEOCCUPANTS OF THESE BUILFING WILL BE AT THE DEMOSTRATION BUILDING.ADDITIONAL ACCESSIBLE RESTROOMS WILL BE BROUGHT ON SITE FOR THE LARGER EVENTS THAT MAY OCCUR.

OCCUPANT LOAD: 292

STRUCTURAL ENGINEER

WAYLAND STRUCTURAL ENGINEER (WSE)GREG WAYLAND352-331-0727

[email protected]

2801 SW 81ST STREETGAINESVILLE, FL 32608

CIVIL ENGINEER

GMUER ENGINERRING(352)-281-4928

GMUERENG.COM

643

A

1

B

C

6"

6"

1'-2"

74'-0" 59'-0

"

F.E.C.

F.E.C.

OPEN YARD

OPEN YARD

OPEN YARD

OPEN YARD

NOTE: ALL FOUR SIDES ARE OPEN

DASHED LINE INDICATES PROPOSED WEATHEWR CURTAINS ALONG PERIMETER

EXIT EXITOPEN COVERED WALKWAY

EXISTING MAIN ASSEMBLY BL

NO WEATHER CURTAINS ARE PROPOSED @ EXITS

E

D

PANEL FEC

LIFE SAFETY SYMBOL LEGEND

EMERGENCY LIGHT FIXTURES ON LIFE SAFETY PANEL

CEILING MOUNTED EXIT LIGHT FIXTURE

CEILING MOUNTED EXIT LIGHT FIXTURE w/ EMERGENCY BATTERY INVERTER

FIRE EXTINGUISHER FEC

(LS1.00)

LIGHTING

GENERAL NOTES - LIFE SAFETY - OVERALLEgress from building will be possible from all sides when the weather curtains are not lowered.The two Exits shown on the north side will remain open for accessible egress at all times.See Electrical for emergency and exit lightingUse of building will include demonstrations of agricultural equipment and techniques, with exhibition booths similar to those in trade fairs. Table and chair arrangements may also be used.

TRUE

OCCUPANT LOAD BREAKDOWNA - ASSEMBLY = (1 PERSON / 15 SF)

B - BUSINESS = (1 PERSON / 100 SF)

S - ACC/SUPPLY = 0 (1 PERSON / 300 SF)

TOTAL OCCUPANCY LOAD = 292

0

292

FIRE ALARM, EXTINGUISHERS, EXITS1. FOR EXIT SIGNS AND EMERGENCY LIGHTS, SEE ELECTRICAL PLAN

INTERIOR WALLS = 0

EXTERIOR WALLS = 0

INTERIOR ROOMS = 0

EXTERIOR ROOMS = 0

BELOW ROOF ROOMS = 0

GFA (NFPA) =

AREA LEASABLE (BOMA) =

AREA BUILDING (IBC)= 4,366

TOTAL AREA BREAKDOWN

LONGEST PATH TO EXIT:LONGEST RUN = 69 FEETT1017.2: EXIT ACCESS TRAVEL DISTANCE - 200' W/O SPRINKLER SYSTEM (MOST RESTRICTIVE).

SCALE: 1/8" = 1'-0"LS1.0

PROPOSED - LIFESAFETY - OVERALL1

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* ALL SYMBOLS SHOWN MAY NOT BE ON PLAN

643

A

1

B

C

A2.0

2

A2.0 1

A2.11

A2.1

2

26'-0" 25'-0" 26'-0"

61'-4

"

20'-8

"20

'-0"

20'-8

"

77'-0"

10'-8

"

EXISTING MEETING FACILITY

PROPOSED WATER BOTTLE FILLER

0'-0" @ EACH COLUMN-0'-4"

0'-0" @ CENTER OF SLAB

SLO

PE 1:

90SL

OPE

1:90

2A7.0

_______

1A4.0

_______

2A4.0

_______

10'-0" 20'-0"

8'-0

"

EXISTING PARKING PEDESTRIAN ACCESS TO RESTROOMS AND DRIVEWAY TO BE RECONFIGURED. SEE CIVIL DRAWINGS FOR CLARIFICATION

8'-0" 8'-0"

NO TRACK ON INSIDE FACE OF THESE TWO COLUMNS

NO TRACK ON INSIDE FACE OF THESE TWO COLUMNS

ALTERNATE: PROVIDE 4 RECTANGULAR OR SQUARE COLUMNS ALONG THE NORTH SIDE OF THE WALKWAY

8'X44' LONG ALUMINUM WALKWAY COVER

LOCATE THE ALUMINUM WALKWAY COVER SO THE THE CANOPY PROJECTS BELOW THE OVERHANGS OF BOTH BUILDINGS

PROPOSED ELECTRICAL - SEE CIVIL AND ELECTRIC SHEETS

PROPOSED DEMONSTRATION PAVILION

PROPOSED COVERED WALKWAY

PORTAL FRAME WRAP IN METAL STUD, SHEATHING, S.A.F.F & STONE TO MATCH OTHER COLUMNS BOTTOM OF BEAM @ 10'-6"

PORTAL FRAME WRAP IN METAL STUD, SHEATHING, S.A.F.F & STONE TO MATCH OTHER COLUMNS BOTTOM OF BEAM @ 10'-6"

PROVIDE DOWNSPOUTS @ EACH COLUMN




61'-4

"

25'-0" 25'-0" 25'-0"

E

8"

D

SLOPE 1:90 SLOPE 1:90

1: 48

MAX

1: 48

MAX

163.17'

EDGES,

163-50'

TOP/SLAB

PLUMBING FIXTURE CALCULATIONBuilding 8312 contains 1,382 sf of office space (Group B) and 1,560 s.f of Storage (Group S-2)Occupant Load: 1,382/100 = 14 persons + 1,560/300 = 6. 20 OCCUPANTS TOTAL

FIXTURE: WC LAV DRINKING FOUNTAIN SERVICE SINK

REQUIRED: 1 1 1 1 (REQUIRED FOR STORAGE USE)PROVIDED: 5 3 0 0 (SHOWER PROVIDED)

Building 8329 has an area and occupant load as noted below

The Proposed Building as an enclosed Assembly area of 4,366 s.f. OCCUPANT LOAD: 4,366/15 = 291 PERSONS; 291/2 = 146 MALE & 146 FEMALE MALE FEMALE FIXTURE: WC LAV WC LAV DRINKING FOUNTAIN SERVICE SINKREQUIRED: 2 1 3 1 1 1

PROVIDED: SEE FIXTURE COUNT FOR BUILDINGS 8312 & 8329

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SCALE: 3/32" = 1'-0"A1.0

PROPOSED - PLAN - OVERALL1

REV

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NS

TRUE

ELEC. PNL.

643

A

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B

C

A2.0

2

A2.0 1

A2.11

A2.1

2

1A4.0

_______

2A4.0

_______

2A7.0

_______

80'-4"

3" /

1'-0"

3" /

1'-0"

3" /

1'-0"

8'X44' CANOPY ROOF



3A7.0

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SCALE: 1/8" = 1'-0"A1.2

PROPOSED - PLAN - ROOF1

WALKWAY ROOF

DEMONSTRATION PAVILION ROOF

CONTINUOUS RIDGE VENT

RE V

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NS

TRUE

FIRST FLOOR0"

A B C

3" / 1'-0"3" / 1'-0"

10'-8"

3" / 1'-0"

AWNING8'-0"

8'-8"10'-0"

ALUMINUM WALKWAY CANOPY

EAVE HT.12'-6"

10'-4 1/2"

PROVIDE GUTTER

ED

FIRST FLOOR0"

6431 2A4.0

_______2A4.1

_______

AWNING8'-0"

3" /

1'-0"

3" /

1'-0"

2A7.0

_______

GALVANIZED STEEL COLUMN WALKWAY COLUMNS IN FORGROUND

STONE WRAPPED METAL BUILDING COLUMNS IN BACKGROUND

ALUMINUM CANOPY

EAVE HT.12'-6"

3A7.0

_______

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ELEVATIONS -EXTERIOR

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SCALE: 1/4" = 1'-0"A2.0

ELEVATION #11

SCALE: 1/4" = 1'-0"A2.0

ELEVATION #22

WALKWAY ROOF

CANOPY STRUCTURE TO MAIN BUILDING

RE V

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NS

FIRST FLOOR0"

Level 10"

ABC1

A4.0_______

AWNING8'-0"

3" / 1'-0"

3" / 1'-0"

3" / 1'-0"

10'-0"

EAVE HT.12'-6"10'-4 1/2"

8'-8"

PROVIDE GUTTER & DOWNSPOUTS

E D

ADJACENT BUILDING ON EAST SIDE

FIRST FLOOR0"

Level 10"

6 4 3 12A4.0

_______ 2A4.1

_______

3" /

1'-0"

3" /

1'-0"

2A7.0

_______

DOWNSPOUTS TO TIE TO U/G STORM WATER SYSTEM - SEE CIVIL

12'-0"

10'-0"

12'-6" EAVE HT.12'-6"

3A7.0

_______

ADJACENTBUILDING ON NORTH SIDE

F.E.C.F.E.C.3'-8"

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4" METAL STUDS 3 SIDES

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PLAN

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SCALE: 3" = 1'-0"A7.0

PROPOSED - COLUMN SECTION BOTTOM SECTION2

SCALE: 3" = 1'-0"A7.0

PROPOSED - COLUMN SECTION PLAN3

Mitchell Gulledge Engineering, Inc.

210 SW 4th Avenue

Gainesville, FL 32601

352.745.3991

www.mitchellgulledge.com

Andrew Mitchell, PE, CxA, LEED AP BD+C

Craig Gulledge, PE, CxA, LEED AP BD+C

March 24, 2020

Howard McLean Skinner Vignola McLean, Inc. 1628 NW 6th Street Gainesville, FL 32609

Re: Addendum IFAS Live Oak Pavilion MG Project Number: 19096

Dear Howard:

Please issue the following as an addendum.

1. SPECIFICATIONS:a. Section 00 00 00 TABLE OF CONTENTS: Replace section in its entirety with the attached section

indicating deleted section 26 41 00.b. Delete Section 26 41 00 LIGHTNING PROTECTION in its entirety.

2. DRAWINGS:a. Sheet E0.1 – ELECTRICAL LEGEND, CODES, & ABBREVIATIONS: Replace sheet in its entirety with

the attached 24”x36” sheet dated March 24, 2020.b. Sheet E1.2 – ELECTRICAL CEILING PLAN – LIGHTING: Replace sheet in its entirety with the

attached 24”x36” sheet dated March 24, 2020.c. Delete Sheet E1.3 – ELECTRICAL ROOF PLAN in its entirety.

Sincerely,

Craig Gulledge, PE, CxA, LEED AP BD+C Principal

Attachments

Mitchell Gulledge Engineering, Inc. MG Project Number: 19096 00 00 00 TABLE OF CONTENTS

Page 1 of 2 100% Construction Documents

TABLE OF CONTENTS

22 00 00 PLUMBING GENERAL 22 05 01 PLUMBING CODES AND STANDARDS 22 05 02 PLUMBING RELATED WORK 22 05 23 PLUMBING VALVES 22 10 00 PIPES AND FITTINGS 22 11 13 POTABLE WATER SYSTEM 22 13 16 SOIL WASTE AND VENT SYSTEM 22 24 00 TESTING, CLEANING, AND STERILIZATION OF PIPING SYSTEMS 26 00 00 ELECTRICAL GENERAL 26 05 01 ELECTRICAL CODES AND STANDARDS 26 05 02 ELECTRICAL RELATED WORK 26 05 26 GROUNDING AND BONDING 26 05 31 WIRES AND CABLES 26 05 33 RACEWAYS 26 05 34 BOXES AND FITTINGS 26 05 53 ELECTRICAL IDENTIFICATION 26 05 90 ELECTRICAL EXCAVATION AND BACKFILL 26 24 20 PANELBOARDS 26 27 26 GENERAL WIRING DEVICES 26 28 16 HEAVY DUTY SAFETY SWITCHES 26 41 00 LIGHTNING PROTECTION

26 56 00 EXTERIOR LIGHTING

Mitchell Gulledge Engineering, Inc. MG Project Number: 19096 00 00 00 TABLE OF CONTENTS

Page 2 of 2 100% Construction Documents

THIS PAGE LEFT INTENTIONALLY BLANK

NEC ELECTRICAL LOAD CALCULATION: PANEL 2PA (240Y/120V 1Ø 3W)

LOAD DESCRIPTION PER UNIT LOAD UNITSCONNECTED

LOADSADJUSTMENT

FACTORNEC 220 CALC

LOADNOTES

HIGH VOLUME LOW VELOCITY FANS 7200.0 VA ea 1 7.2 kVA 1.25 9.0 kVA

LIGHTING 73 VA ea 16 1.168 kVA 1.25 1.46 kVA



EWC 600 VA ea 1 0.6 kVA 1.00 0.6 kVA

RECEPTACLES 180 VA ea 12 2.16 kVA 1.00 2.16 kVA

TOTALS (kVA) 11.326 kVA 13.468 kVA

TOTALS (A) 47.19 A 56.11 A

TELECOMMUNICATIONS:

ROUGH-IN-ONLY TO. 18" AFF UNO. PROVIDE 1"C TO ABOVE ACCESSIBLE CEILING.

ABBREVIATIONS AC ABOVE COUNTERACS (ELECTRONIC) ACCESS CONTROL SYSTEMAWG AMERICAN WIRE GAUGEBOD BASIS OF DESIGNC CONDUITCAM CAMERACB CIRCUIT BREAKERCFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLEDCFOI CONTRACTOR FURNISHED, OWNER INSTALLEDCKT CIRCUITCMS COMBINATION MOTOR STARTERCO CARBON MONOXIDEDIV DIVISIONECB ENCLOSED CIRCUIT BREAKEREOR ENGINEER OF RECORDEWC ELECTRIC WATER COOLEREX EXISTING TO REMAINFSS FUSED SAFETY SWITCHG GROUND, GROUND FAULT CIRCUIT INTERRUPTERGCB GFCI CIRCUIT BREAKERLTG LIGHTINGLTS LIGHTSMCC MOTOR CONTROL CENTERNAC NOTIFICATION APPLIANCE CIRCUITOFCI OWNER FURNISHED, CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER INSTALLEDPBD PANELBOARDPQM POWER QUALITY METERSPD SURGE PROTECTION DEVICESLC SIGNALING LINE CIRCUITSS SAFETY SWITCHSWBD SWITCHBOARDTBD TO BE DETERMINEDTCR TELECOMMUNICATIONS ROOMTO TELECOMMUNICATIONS OUTLETTYP TYPICALUF UNIVERSITY OF FLORIDAUFL UNIVERSITY OF FLORIDAUNO UNLESS NOTED OTHERWISEVFD VARIABLE FREQUENCY DRIVEWAO WORK AREA OUTLETWAP WIRELESS ACCESS POINTWP WEATHER PROOF / WEATHER RESISTANTWR WEATHER PROOF / WEATHER RESISTANTWRT WITH RESPECT TO

TELECOMMUNICATIONS SUBSCRIPTS:

CAM CAMERA TO.WAP WIRELESS ACCESS POINT TO.AC ABOVE COUNTER

POWER EQUIPMENT AND CONNECTIONS:

A-1

2P1A

GENERAL SUBSCRIPTS (APPLY TO ALL CATEGORIES):

FED FROM GFCI TYPE CIRCUIT BREAKER.GCB

INDICATES HEIGHT OF FIXTURE, RECEPTACLE, BOX, CABINET, ETC. HEIGHT IS TO CENTERLINE UNLESS OTHERWISE INDICATED.

72"

EXISTING TO REMAINEX

WEATHERPROOF INSTALLATION, WITH APPROPRIATELY LISTED OR INDICATED PRODUCTS.WP

ELECTRICAL EQUIPMENT TAG.

ELECTRICAL HOME RUN TO PANELBOARD. UNDERLINED LABEL INDICATES PANELBOARD NAME AND CIRCUIT NUMBER. UNLESS INDICATED OTHERWISE, DEFAULT WIRING IS #12 & #12G. PROVIDE CONDUCTORS AS NEEDED FOR INDICATED SWITCHED LEGS, ZONES, ETC. SEE ELECTRICAL EQUIPMENT SCHEDULE FOR SPECIFIC CIRCUIT SIZING.

CODES AND STANDARDS ALL PROJECT WORK SHALL BE GOVERNED BY AND ADHERE TO THE FOLLOWING CODES AND STANDARDS.

1. FLORIDA BUILDING CODE - SIXTH EDITION (2017)2. FLORIDA BUILDING CODE - SIXTH EDITION (2017) - ENERGY CONSERVATION3. FLORIDA FIRE PREVENTION CODE - SIXTH EDITION (2017)

A. FIRE CODE (NFPA 1 - 2015 FLORIDA EDITION)B. LIFE SAFETY CODE (NFPA 101 - 2015 FLORIDA EDITION)

4. NATIONAL ELECTRIC CODE (2014 NFPA 70).5. UNDERWRITERS' LABORATORIES (UL)6. AMERICAN NATIONAL STANDARDS INSTITUTION (ANSI)7. AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)8. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)9. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)10. INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)11. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)12. AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS (ASHRAE)13. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA)14. ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)15. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)16. ELECTRONICS INDUSTRY ALLIANCE (EIA)

SAFETY SWITCH. MOUNT AS INDICATED. 60" TO TOP UNO.

FUSED SAFETY SWITCH. MOUNT AS INDICATED. 60" TO TOP UNO.

PANELBOARD.

RECEPTACLE:

DUPLEX RECEPTACLE. 18" AFF UNO.

ABOVE COUNTER DUPLEX RECEPTACLE. 46" AFF UNO. COORDINATE WITH COUNTER, BACKSPLASH, ETC.

DUPLEX RECEPTACLE FACE DOWN IN CEILING.

RECEPTACLE SUBSCRIPTS:

LIGHTING CONTROLS:

LIGHTING CONTROLS SUBSCRIPTS:

2 2-POLE TOGGLE SWITCH.3 3-WAY TOGGLE SWITCH.4 4-WAY TOGGLE SWITCH.a,b LOWERCASE LETTERS INDICATE SWITCHING/DIMMING ZONES.

TOGGLE SWITCH. 46" AFF UNO.

SPECIAL PURPOSE RECEPTACLE. 18" AFF UNO. COORDINATE WITH EQUIPMENT.

PC

LC

TC

120/277V 20A PHOTOCELL. BOD: INTERMATIC EK4236S.

120/277V LIGHTING CONTACTOR. BOD: ENCLOSED SQUARE D CLASS 8903 WITH HOA SWITCH.

120/277V ASTRONOMICAL TIME CLOCK. BOD: INTERMATIC ET1125CR.

LIGHT FIXTURES SUBSCRIPTS:

a,b LOWERCASE LETTERS INDICATE SWITCHING/DIMMING ZONES.24/7 LIGHT NOT SWITCHED BY OCCUPANCY SENSORS OR SWITCHES.EM PARTIAL SHADING OR 'EM' SUBSCRIPT INDICATES EMERGENCY FIXTURE. SEE LIGHT FIXTURE SCHEDULE.

LIGHT FIXTURES:

LIGHT FIXTURES SHALL BE AS INDICATED IN LIGHT FIXTURE SCHEDULE. SEE LIGHT FIXTURE SCHEDULE.

E ELECTRICAL CONNECTION TO EQUIPMENT. SEE ELECTRICAL EQUIPMENT SCHEDULE.

J JUNCTION BOX.

111AH

ANNOTATIONS:

ELECTRICAL SHEET NOTE.

MECHANICAL EQUIPMENT TAG.

1

DEMOLITION SHEET NOTE.1

LEGEND

G GFCI-TYPE RECEPTACLE.GCB GFCI-TYPE POWER FROM BRANCH CIRCUIT BREAKER.EWC NON-GFCI RECEPTACLE ON GFCI CIRCUIT BREAKER. COORDINATE HEIGHT WITH EQUIPMENT.WP WEATHER RESISTANT WIRING DEVICE. WP RECEPTACLES SHALL BE GFCI TYPE WITH IN-USE COVERS.6-30R NEMA RECEPTACLE TYPE.

CEILING MOUNT TO ROUGH-IN.

GENERAL DEMOLITION NOTES 1. ALL CIRCUITS AND SYSTEMS OUTSIDE OF THE PROJECT AREA ARE TO REMAIN IN SERVICE AT ALL

TIMES THROUGHOUT THE WORK. COORDINATE ANY NECESSARY OUTAGES WITH OWNER PRIOR TO PROCEEDING.

2. DEMOLISH ALL FIXTURES AND CIRCUITS AS INDICATED. DEMOLISH ALL ASSOCIATED WIRES, RACEWAY, AND BOXES. MAINTAIN FUNCTIONALITY OF ALL REMAINING FIXTURES AND EQUIPMENT.

3. DEMOLISH ANY SYSTEMS AND APPURTENANCES DISCOVERED WITHIN WALLS BEING DEMOLISHED. WHERE THESE SYSTEMS SERVE AREAS OUTSIDE OF THE PROJECT AREA, COORDINATE WITH OWNER, ARCHITECT, AND ENGINEER TO MAINTAIN EXISTING FUNCTIONALITY IN A WAY COMPATIBLE WITH THIS PROJECT.

1

AHU-OAPANEL P1

EXAMPLE PANELBOARD/SWITCHBOARD LABEL EXAMPLE MECHANICAL EQUIPMENT DISCONNECT LABEL

PROVIDE ENGRAVED PLASTIC TAG WITH 1/4" HIGH LETTERS.NORMAL POWER: BLACK LETTERS ON WHITE BACKGROUND.STANDBY POWER: WHITE LETTERS ON RED BACKGROUND.

DIMENSIONS SHOWN ARE MINIMUM.

208Y/120VFROM XFMR TPA

FROM MDP1"

3"

1"

3"

4L-1

2P 12

LABEL WIRING DEVICE CIRCUITS WITH PERMANENT MARKER. LETTERING SHALL

BE LEGIBLE 1/4" PRINT. LOCATE LABEL WHERE NOT VISIBLE AFTER

INSTALLATION OF COVER PLATE.

SWITCH WITHCOVERPLATE REMOVED

RECEPTACLE WITHCOVERPLATE REMOVED

CONVERT TO FMC FOR FINAL 48" TO 72". LFMC WHERE WET, DAMP, OR OTHERWISE

AT RISK. SEE SPECIFICATION.

BENDS, ELBOWS, PULLBOXES, ETC AS REQUIRED

INTERIOR ABOVE 72" AFF: EMTINTERIOR BELOW 72" AFF: RGSEXTERIOR: RGS

MOTORIZEDEQUIPMENT

SAFETY SWITCH BY DIV 26

NOTE: ROUTE EXTERIOR CONNECTIONS TO EQUIPMENT BELOW GRADE IF SAFETY SWITCH IS MORE THAN 12" FROM EQUIPMENT. MAKE WET AND DAMP LOCATION CONNECTIONS TO BOTTOM OF ENCLOSURES WHEREVER POSSIBLE.

OVERRIDE CAPABILITY MAY BE INTEGRAL TO TC.

L

N

H

O

A

TC PC

LOAD

NEU

GND

2PA

PROVIDE #4/0 CU TO ALL METALLIC WATER PIPES, CONCRETE ENCASED ELECTRODE, LIGHTNING PROTECTION, AND BUILDING STRUCTURE. PROVIDE #4/0 CU TO TWO 20' CU GROUND RODS. ARRANGE GROUND RODS WITH 10' SIDES. SEE GROUND FLOOR PLAN.

PROVIDE NEW METER SOCKET PER UTILITY STANDARDS FOR SELF

CONTAINED CL200 METER.

NEW UTILITY COMPANY PAD-MOUNT TRANSFORMER. COORDINATE

CONNECTIONS WITH UTILITY. FAULT CALCULATIONS ARE BASED ON 167kVA

TRANSFORMER WITH 4%IZ. PROVIDE PAD PER UTILITY REQUIREMENTS.

100/2

REMOVE EXISTING POLE AND POLE MOUNT

TRANSFORMER .

NEW UNDERGROUND ELECTRIC. COORDINATE WITH UTILITY

SCA: 8.09kAIC

FLOOR

EWC

INSTALL NON-GFCI RECEPTACLE CONCEALED BEHIND WATER COOLER ACCESS PANEL. COORDINATE WITH WATER COOLER TEMPLATE. EWC RECEPTACLE SHALL BE ON GFCI CIRCUIT BREAKER. WR WHERE IN EXTERIOR LOCATION.

NEU

GND

NEU

GND

SINGLE LINE DIAGRAM LEGEND

PANELBOARD

CIRCUIT BREAKER

TRANSFORMER

METER

LINETYPE LEGENDDEMOLISH

EXISTING TO REMAIN

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LIGHT FIXTURE SCHEDULETYPE DESCRIPTION BASIS OF DESIGN LIGHT SOURCE INITIAL LUMENS COLOR TEMPERATURE WATTAGE VOLTAGE MOUNTING NOTES

4VPL 4' VAPORTIGHT LED WRAP H.E. WILLIAMS 96-4-L62/840-PCFR-DRV-UNV LED 6200 lm 4000 K 73 VA 120 V MOUNT TO PURLINS MOUNT TO STRUCTURE.

BOL LED BOLLARD WITH EMERGENCY BATTERY GARDCO PBL-36-14L-800-NW-G2-3-EBP-120-F1-FINISH LED 3198 lm 4000 K 41 VA 120 V POLE IN GROUND COORDINATE FINISH WITH ARCHITECT. PROVIDE EMERGENCY BATTERY WITH FIXTURE. BATTERY SHALL BE RATED FOR 4°F.

FLD LED EXTERIOR FLOOD LIGHT WALL MOUNT PHILLIPS GARDCO CSFS-16-530-NW-G1-YK-A33-120-BK WITH BP-(F) LED 3025 lm 4000 K 29 VA 120 V WALL AT 9' PROVIDE BP-(F) SURFACE MOUNT BASE PLATE.

XEB EDGE LIT LED EXIT SIGN BEGHELLI FTZ-SA-LG-IH LED 2 VA 120 V WET LOCATION & RATED FOR 0 DEGREES FAHRENHEIT

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