IFB_26-011-LK_Attachment_B_-_Leesburg_Gas_Department_Bulding_Improvement_-_Pole_Barn_and_Warehouse.pdf

PDF 43 MB Posted Feb 25, 2026

Attached to: Leesburg Gas Department Building Improvement Project
Solicitation number: IFB 26-011-LK
Issued by: Lake County, Florida

About this file

Written by GovTribe AI · Feb 27, 2026

This document is a set of architectural and engineering construction documents (Attachment B) for the City of Leesburg Gas Operations Center Pole Barn and Warehouse project located at 2120 Griffin Road, Leesburg, Florida. The project involves the design and construction of an approximately 10,800 square-foot pole barn structure with an enclosed, conditioned warehouse component of approximately 3,000 square feet on parcels 1171156 and 1171385, adjacent to the existing Gas Operations Office. The structure is classified as Building Construction Type II-B under the 2023 Florida Building Code, with a maximum height of 20 feet 4 inches, one story, and designated for low-hazard storage occupancy. The project team includes Architect Lennard Davis and Chris Smith from Forefront Architecture & Engineering LLC, Structural Engineer and Electrical/Mechanical/Plumbing Engineers Tony Green from Ingenuity Engineering Inc., and Civil Engineer Jeff Banker from Highland Engineering Inc. The comprehensive construction documents include specifications, site plans, grading and drainage plans, utility plans, fire safety plans, architectural details, structural plans, mechanical and plumbing plans, and electrical plans prepared for bidding purposes.

The construction documents establish extensive procedural requirements for contract administration, including submission of preliminary and final schedules, applications for progress payments using approved schedules of values, requests for information, substitutions, and change order procedures with specific timeframes for responses. All work must comply with the 2023 Florida Building Code (8th Edition), Florida Accessibility standards, the 2020 National Electric Code, the 2023 Florida Fire Prevention Code, NFPA 101 Life Safety Code (2021 edition), and NFPA 1 Uniform Fire Code. The project requires use of web-based project software (ProCore) for document management and communication, with costs included in the contract sum. Contractors must provide proof of review and approval of shop drawings, product data, and samples before fabrication or installation. The project specifies requirements for progress meetings, construction scheduling updates with each payment application, testing and inspection agency coordination, mock-ups for quality verification, and comprehensive closeout submittals including project record documents, operation and maintenance data, and warranties upon substantial completion.

View the file

Other files

File	Type	Posted
SAMPLE_AGREEMENT_-_FIXED_UNIT_PRICE_AGREEMENT_.pdf	PDF	Feb 25, 2026
IFB_26-011-LK_Attachment_A_-_Leesburg_Gas_Department_Building_Improvement_-_Main_Office_Building.pdf	PDF	Feb 25, 2026
IFB_26-011-LK_Solicitation_Document-FINAL.pdf	PDF	Feb 25, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT TEAM

ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEEROWNER

ADD'L

A.F.F.

A.F.G.

A.C.T.

ALT.

ALUM.

ANCH.

APPROX.

ARCH.

BRG.

BM.

BTWN.

BLK.

BD.

BTM.

BLDG.

B.U.R.

CLG.

C.M.U.

C.T.

C.O.

COL.

CONC.

CONST.

C.J.

CONT.

DET.

DIA.

DIM.

DR.

DN.

DS.

DWG

D.W.

D.F.

EA.

E.W.C.

ELEV.

EQ.

EQUIP.

ETC.

EXH.

EXIST.

E.J.

EXT.

F.R.P.

FIN.

F.E.

FLUOR.

F.D.

FLR.

FT.

FTG.

F.V.

GALV.

GA.

G.C. GR.

GYP.

HDW.

HGT.

HLM.

H.P.

HORIZ.

INCAN.

I.D.

INSUL.

INT.

JT.

K.O.

LAM.

LAV.

LB.

L.H.

L.P.

MFR.

MAS.

M.O.

MAX.

ADDITIONAL

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

ACOUSTICAL CEILING TILE

ALTERNATE

ALUMINUM

ANCHOR

APPROXIMATE

ARCHITECT

BEARING

BEAM

BETWEEN

BLOCK

BOARD

BOTTOM

BUILDING

BUILT UP ROOF

CEILING

CONC. MASONRY UNIT

CERAMIC TILE

CLEANOUT

COLUMN

CONCRETE

CONSTRUCTION

CONTROL JOINT

CONTINOUS

DETAIL

DIAMETER

DIMENSION

DOOR

DOWN

DOWNSPOUT

DRAWING

DRYWALL

DRINKING FOUNTAIN

EACH

ELECTRIC WATER COOLER

ELEVATION

EQUAL

EQUIPMENT

ET CETERA

EXHAUST

EXISTING

EXPANSION JOINT

EXTERIOR

FIBERGLASS REINF PANEL

FINISH

FIRE EXTINGUISHER

FLOURESCENT

FLOOR DRAIN

FLOOR

FOOT, FEET

FOOTING

FIELD VERIFY

GALVANIZED

GAUGE

GENERAL CONTRACTOR

GYPSUM

HARDWARE

HEIGHT

HOLLOW METAL

HIGH POINT

HORIZONTAL

INCANDESCENT

INSIDE DIAMETER

INSULATION

INTERIOR

JOINT

KNOCK OUT

LAMINATED

LAVATORY

POUND

LEFT HAND

LOW POINT

MANUFACTURER

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MECH.

MTL.

MEZZ

MIN.

MISC

MLDG

M.R.

MULL.

NOM.

N N.I.C.

N.T.S.

NO.

O.C.

OH.

OPG.

OPP.

O.D.

P.T.

PTD.

PNL.

PART.

P.H.

PLAS

P. LAM.

PLBG

PLYWD.

PROP.

Q.T.

REF.

REINF.

REQD.

REV.

R.H.

RM.

R.O.

R.T.U S.F.

SCHED.

SLT.

SEC.

SIM.

SL.

SPEC.

SQ.

S.S.

STD.

STL.

STRUCT.

SUSP.

SW.

SYS.

TEL.

TEMP.

THRES.

T.P.D.

T.&G.

T.&B.

T.O.F.

T.O.M.

T.O.S.

TYP.

UNFIN.

U.O.N.

VERT.

VEST.

W.C.T.

W.C.

W.H.

W.P.

WP.

W.R.

W.W.M.

W/ W/O

WD.

MECHANICAL

METAL

MEZZANINE

MINIMUM

MISCELLANEOUS

MOULDING

MOISTURE RESISTANT MOUNTING

MULLION

NOMINAL

NORTH

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OVERHEAD

OPENING

OPPOSITE

OUTSIDE DIAMETER

PRESSURE TREATED

PAINTED

PANEL OR PANELING PARTITION

PARTITION

PHYSICALLY HANDICAPPED

PLASTER

PLASTIC LAMINATE

PLUMBING

PLYWOOD

PROPERTY

QUARRY TILE

RADIUS

REFERENCE

REINFORCED, REINFORCING

REQUIRED

REVERSE

RIGHT HAND

ROOM

ROUGH OPENING

ROOF TOP UNIT

SQUARE FEET, FOOTAGE

SCHEDULE

SEALANT

SECTION

SIMILAR

SLOPE

SECIFICATION

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STRUCTURAL

SUSPENDED

SWITCH

SYSTEM

TELEPHONE

TEMPERED

THRESHOLD

TOILET PAPER DISPENSER

TONGUE AND GROOVE

TOP AND BOTTOM

TOP OF FOOTING

TOP OF MASONRY

TOP OF STEEL

TREAD

TYPICAL

UNFINISHED

UNLESS OTHERWISE NOTED

VERTICAL

VESTIBULE

VINYL COMPOSITION TILE

WATER CLOSET

WATER HEATER

WORK POINT

WATERPROOF

WATER RESISTANT

WELDED WIRE MESH

WITH

WITHOUT

WOOD

VICINITY MAP

PROJECT NARRATIVE & SCOPE

PROPERTY DESCRIPTION

CODE INFORMATIONABBREVIATIONS

ARCHITECTURAL SYMBOLS

GRID LINE

DETAIL

SECTION

ENLARGED PLAN

EXTERIOR

ELEVATION

A0.00

GRID LINE

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

ENLARGED PLAN LETTER

SHEET NUMBER

NUMBER / LETTER

A A0.00

DETAIL NUMBER

A0.00

INTERIOR

ELEVATION

SHEET NUMBER

DETAIL NUMBERA

A0.00

DETAIL NUMBER

DEFERRED SUBMITTALS

GENERAL CONSTRUCTION SCOPE:

PHYSICAL STREET ADDRESS:

CITY: .

POSTAL CITY AND ZIP CODE:

PROPERTY NAME:

CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE

ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY

HAVING JURISDICTION. ALL WORK SHALL CONFORM WITH DRAWINGS AND

SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING

WHERE APPLICABLE:

- GOVERNING MUNICIPAL AND REGULATORY AGENCIES

- LOCAL, STATE AND FEDERAL BODIES

- 2023 FLORIDA BUILDING CODE, 8 th EDITION

ALL WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE AUTHORITY HAVING

JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND

WRITTEN APPROVAL OF SAID AUTHORITY.

2023 FLORIDA BUILDING CODE, 8th EDITION FOR THE FOLLOWING DISCIPLINES:

BUILDING

PLUMBING

MECHANICAL

FUEL GAS

FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION

ENERGY CONSERVATION

FLORIDA FIRE PREVENTION CODE 8th EDITION (2023) NFPA 101 2021 EDITION LIFE SAFETY CODE with FLORIDA AMENDMENTS NFPA 1 UNIFORM FIRE CODE 2021 EDITION with FLORIDA AMENDMENTS

NATIONAL ELECTRIC CODE NFPA-70 2020

142 SHEET NUMBER

XX ZZ XX - CABINET WIDTH IN INCHES

YY - CABINET HEIGHT IN INCHES

ZZ - CABINET DEPTH IN INCHES

ELECTRICAL ENGINEERPLUMBING ENGINEER

CONTACT: TONY GREEN

tgreen@inenuityei.com 407-398-6007

6275 HAZELTINE

NATIONAL DR. ORLANDO,

FL 32822

306 S. 6TH ST. P.O.

BOX 490630 LEESBURG,

FL 34749-0630

CONTACT: COREY GOEPFERT

corey.goepfert@leesburgflorida.gov 352-728-9840

CONTACT: TONY GREEN

tgreen@inenuityei.com 407-398-6007

6275 HAZELTINE

NATIONAL DR. ORLANDO,

FL 32822

CONTACT: TONY GREEN

tgreen@inenuityei.com 407-398-6007

6275 HAZELTINE

NATIONAL DR. ORLANDO,

FL 32822

CIVIL ENGINEER

CONTACT: JEFF BANKER

jbanker@heifl.com 407-484-7448

1172 S. GRAND HIGHWAY

CLERMONT, FL 34711

2120 GRIFFIN ROAD

LEESBURG, FL

34748

CITY OF LEESBURG GAS OPERATIONS CENTER:

POLE BARN AND WAREHOUSE

TO PROVIDE DESIGN AND THE CONSTRUCTION DOCUMENTS NECESSARY TO PERMIT

AND CONSTRUCT AN APPROXIMATELY 10,800 SQUARE FEET (SF) “POLE BARN”

STRUCTURE. WITHIN THIS STRUCTURE, THERE WILL BE A WAREHOUSE OF

APPROXIMATELY 3,000 SQUARE FEET OF ENCLOSED, CONDITIONED STORAGE SPACE IS

TO BE INCLUDED. THE STRUCTURE IS TO BE LOCATED ON PARCEL 1171156 AND

1171385, DIRECTLY TO THE WEST OF THE GAS OPERATIONS OFFICE (PARCEL NUMBER

1171083). THIS SUBMISSION IS FOR THE POLE BARN/STORAGE BUILDING STRUCTURE

ONLY; ALL RELATED SITE IMPROVEMENTS ARE PERMITTED UNDER THE GAS

OPERATIONS OFFICE PERMIT.

LOCTION MAP

CONCRETE MIX DESIGN

CONCRETE REINFORCEMENT

STRUCTURAL STEEL

PRE-ENGINEERED WOOD TRUSSES (SEALED BY FLORIDA PE)

CONTACT: LENNARD DAVIS

lennardd@ff-ae.com | 888-850-3323

CONTACT: CHRIS SMITH

chriss@ff-ae.com | 888-850-3323

NOTE TO BUILDERS

PROVIDE FULL CONSTRUCTION DOCUMENTS SETS TO SUBCONSULTANTS. DO NOT

PROVIDE PARTIAL OR SEPARATED SETS FOR BIDDING

SHEET NUMBER

JOB #:

ANY DISCREPANCY OR

ERROR IN DIMENSIONS OR

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

© FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HERE IN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED

DATE:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

T N

A R C H I T E C T U R E

E N G I N E E R I N G

For Bidding Only

C :\U se rs

\e du ar do c\ D oc um en ts

-0 1_

G G

N S

N _R

T2 4_ ed ua rd oc

U R

.rv t

G-001

C O

S H

2025-05-05 25-11058

Y O

R G

S C

R : P

N A

N D

G R

N R

D . L

U R

G , F

CITY OF LEESBURG GAS OPERATIONS CENTER: POLE BARN AND WAREHOUSE

SHEET SCHEDULE

REV.

NO. SHEET NAME REVISION REV. DATE

G-001 COVER SHEET

G-002 CODE ANALYSIS

G-003 LIFE SAFETY PLAN

C-100 COVER SHEET

C-101 GENERAL NOTES

C-104 DEMOLITION AND EROSION CONTROL PLAN

C-200 SITE PLAN

C-300 GRADING AND DRAINAGE PLAN

C-301 GRADING SECTIONS

C-400 UTILITY PLAN

C-500 FIRE SAFETY PLAN

C-600 GENERAL DETAILS

C-700 CITY OF LEESBURG STANDARD NOTES AND

DETAILS

C-701 CITY OF LEESBURG STANDARD NOTES AND

DETAILS

A-001 SPECIFICATIONS

A-002 SPECIFICATIONS

A-003 SPECIFICATIONS

A-004 SPECIFICATIONS

A-005 SPECIFICATIONS

A-006 SPECIFICATIONS

A-007 SPECIFICATIONS

A-008 SPECIFICATIONS

A-009 SPECIFICATIONS

A-010 SPECIFICATIONS

A-101 FIRST FLOOR PLAN

A-102 ROOF PLAN

AS-101 SITE PLANS

A-201 OFFICE EXTERIOR ELEVATIONS

A-202 OFFICE EXTERIOR ELEVATIONS

A-301 BUILDING SECTION

A-401 FIRST FLOOR REFLECTED CEILING PLAN

A-601 DOOR TYPES SCHEDULE

A-901 FINISHES PLAN AND SCHEDULE

A-701 ARCHITECTURAL DETAILS - DOORS

S001 STRUCTURAL NOTES

S002 COMPONENTS AND CLADDING WIND

PRESSURES

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN

SD100 FOUNDATION DETAILS - MONO

SD300 FRAMING DETAILS - ROOF

M-001 MECHANICAL LEGEND, NOTES AND

ABBREVIATIONS

M-002 MECHANICAL SPECIFICATIONS

M-003 MECHANICAL SCHEDULES

M-101 FLOOR PLANS - MECHANICAL

M-601 MECHANICAL DETAILS

P-001 PLUMBING LEGEND, NOTES & ABBREVIATIONS

P-101 FLOOR PLANS - PLUMBING

E-001 ELECTRICAL LEGEND, NOTES &

ABBREVIATIONS

E-002 ELECTRICAL SPECIFICATIONS

E-010 SITE PLAN - ELECTRICAL

E-101 FLOOR PLANS - ELECTRICAL

E-401 ELECTRICAL RISER DIAGRAMS AND PANEL

SCHEDULE

E-601 ELECTRICAL DETAILS

C R

O N

OCCUPANCY PLAN LEGEND

ROOM

OCCUPANTS

AREA

ROOM NAME

ROOM AREA

ROOM NUMBER OF OCCUPANTS

(FBC TABLE 1004.5)

CODE ANALYSIS

S-2 (LOW-HAZARD STORAGE)

BUILDING CODE ANALYSIS

CODES IN EFFECT:

-FLORIDA BUILDING CODE, BUILDING, 8TH EDITION (2023)

-FLORIDA BUILDING CODE, ACCESSIBILITY, 8TH EDITION (2023)

-NATIONAL ELECTRIC CODE 2020, EDITION NFPA 70

-FLORIDA FIRE PREVENTION CODE, 8TH EDITION (2023):

BASED ON NFPA 1 FIRE CODE 2021 EDITION

-NFPA 101 LIFE SAFETY CODE 2021 EDITION

-NFPA 72 (2019 EDITION)

-FLORIDA BUILDING CODE, ENERGY CONSERVATION, 8TH EDITION (2023)

PROJECT:

ADDRESS:

SCOPE OF PROJECT:

BUILDING DATA:

RISK CATEGORY:

PRIMARY STRUCTURAL FRAME

EXT. BEARING WALLS

EXT. NON-BEAR. WALLS

NON-BEAR. WALLS

FLOOR & FLOOR CLG

PARTIAL DEMOLITION/ADDITION/NEW CONSTRUCTION

BUILDING CONSTRUCTION TYPE (FBC TABLE 601):

2120 GRIFFIN ROAD

CITY OF LEESBURG GAS OPERATION CENTER: POLE BARN AND WAREHOUSE

0 HOUR

FIRE PROTECTION: NOT SPRINKLERED

ROOF & ROOF CLG

FBC TYPE II-B

0 HOUR

OCCUPANCY CLASSIFICATION (FBC SECTION 302)

ALLOWABLE HEIGHTS AND AREAS (FBC TABLE 504.3, 504.4, 506.2)

AREAS INCREASES (FBC SECTION 506.2 & 506.3) : NOT USED

ALLOWABLE ACTUAL

WAREHOUSE BUILDING HEIGHT 55 FEET 20'-4"

WAREHOUSE BUILDING STORIES 3 1

WAREHOUSE BUILDING AREAS 54,000 SQ. FT. 3,320 SQ. FT.

POLE BARN BUILDING HEIGHT 55 FEET 20'-4"

POLE BARN BUILDING STORIES 3 1

POLE BARN BUILDING AREAS 54,000 SQ. FT. 7,320 SQ. FT.

2892 SF

WAREHOUSE

6 OCCUPANT(S)

74 SF

I.T.

1 OCCUPANT(S)

70 SF

MECH/ELEC

1 OCCUPANT(S)

7151 SF

POLE BARN

15 OCCUPANT(S)

SHEET NUMBER

JOB #:

ANY DISCREPANCY OR

ERROR IN DIMENSIONS OR

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

DATE:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

T N

A R C H I T E C T U R E

E N G I N E E R I N G

For Bidding Only

C :\U se rs

\e du ar do c\ D oc um en ts

-0 1_

G G

N S

N _R

T2 4_ ed ua rd oc

U R

.rv t

G-002

C O

D E

2025-05-05 25-11058

Y O

R G

S C

R : P

N A

N D

G R

N R

D . L

U R

G , F

NOTE: IN SOME INSTANCES, MATHMATICAL COUNT IS ROUNDED UP TO MATCH BY-ROOM COUNT - SEE 1/G002

OCCUPANCY CLASSIFICATIONS AND LOAD - FIRST FLOOR PLAN

USE-OF-SPACE S.F OCCUPANCY OCCUPANT LOAD FACTOR

INDIVIDUAL

OCCUPANT LOAD

ACCESORY

STORAGE

144 SF STORAGE (S-2) 300 2

WAREHOUSE 10043 SF STORAGE (S-1) 500 21

TOTAL OCCUPANCY EGRESS 10187 SF 23

1/8" = 1'-0"1 POLE BARN FLOOR OCCUPANCY CALCULATION PLAN

C R

M A

W "

M A

INDICATES START OF LONGEST TRAVEL PATH INSIDE

OF BUILDINGS-00

E-00 INDICATES END OF TRAVEL PATH OUTSIDE OF DOOR

EGRESS DOORWAY WIDTH IN INCHES PROVIDED

EGRESS CAPACITY CALCULATED MAX.OCCUPANT LOAD (0.2)

ACTUAL APPORTIONED OCCUPANT LOAD CALCULATED

TO PASS THROUGH THIS OPENING (OCCUPANCY LOAD

FOR EACH SPACE PLUS HALLWAYS OCCUPANCY LOAD)

TRAVEL PATH, ARROWS INDICATE DIRECTION

TRAVEL

PATH

105'

INDICATES TRAVEL PATH DISTANCE

MERGE

P02&P03 MERGE POINTS OF ONE OR MORE EXIT TRAVEL PATHS

EXIT LIGHT SIGN

COMBINATION EXIT LIGHT SIGN AND EMERGENCY LIGHT

EXIT LIGHT - SHADED AREA DENOTES DIRECTION OF

SIGN FACE

EMERGENCY LIGHT

1. FIRE EXTINGUISHERS TO BE LOCATED A MAXIMUM OF 75 FEET

FROM ANY LOCATION.

FIRE EXTINGUISHER CABINET, RECESSED WALL-MOUNTED

5LB, 2A-10B:C, MULTI-PURPOSE EXTINGUISHER.

TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF

AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF

FIRE ALARM STROBE

REMOTE FIRE ALARM ANNUNCIATOR PANEL, FLUSHED

MOUNTED.

FIRE ALARM CONTROL PANEL

XX"W

M A

LIFE SAFETY LEGEND

EXIT

FEC

FACP

EXIT

FAAP

MANUAL PULL STATION

ADA

DASHED LINES INDICATE ADA (AMERICANS W/

DISABILITIES ACT) CLEARANCES.

NOTES

OCCUPANT LOAD FACTOR IS DETERMINED PER FBC TABLE 1004.5.

OCCUPANT LOAD IS DETERMINED PER FBC SECTION 1004 FOR STORAGE OCCUPANCY.

EGRESS CAPACITY WIDTH FACTOR IS DETERMINED PER FBC SECTION 1005.

MINIMUN CLEAR EXIT EGRESS WIDTH REQUIRED PER FBC SECTION 1005.

MAXIMUN TRAVEL DISTANCE FROM "THE MOST REMOTE POINT IN A ROOM" TO "AN EXIT ACCESS DOOR IS 300 FEET, PER FBC SECTION 1016 AND FBC TABLE 1016.1 FOR NON-SPRINKLERED STORAGE OCCUPANCY.

COMPLIANCE WITH FLORIDA FIRE CODE SECTION 11.10 TWO-WAY RADIO COMMUNICATION

ENHANCEMENTS SYSTEM MUST BE MET.

GENERAL NOTES FOR LIFE SAFETY

PLANS

THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS SOLELY TO REPRESENT THE LIFE SAFETY COMPONENTS FOR THE PROJECT (AS INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT AND ENGINEERS). THE CONTRACTOR SHALL USE THE CONSTRUCTION DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THE IMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO

THE PROJECT.

THE CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE

CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT AND/OR ENGINEERS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THAT THE REQUIRED VISIBILITY FOR

EACH EXIT SIGN SHALL BE VISIBLE, WITHOUT DIMINISHMENT IN THE DIRECTION OF TRAVEL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR STENCILING EACH "WALL/PARTITION/BARRIER"

CLASSIFICATION IN RED LETTERS ABOVE THE FINISH CEILING ON EACH SIDE OF ALL PARTITIONS.

CORRIDORS AND OPENINGS

1. DOORS OPENING INTO A ONE-HOUR FIRE RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT-STOP FIRE ASSEMBLY HAVING A MINIMUM 20 MINUTE RATING AND SELF-CLOSING DEVICE.

2. SMOKE/FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE RATED WALLS OR

CEILINGS.

INTERIOR FINISHES - SEE FBC TABLE 803.11

1. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 200

(CLASS III).

2. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED A FLAME SPREAD

CLASSIFICATION OF BETWEEN 26 AND 75 (CLASS II).

3. INTERIOR WALL AND CEILING FINISHES FOR 2 HOUR EXIT CORRIDORS SHALL NOT EXCEED A FLAME SPREAD

CLASSIFICATION OF BETWEEN 0 AND 25 (CLASS I).

4. CEILING TILES TO BE MINERAL FIBER WITH UL LABEL AND FLAME SPREAD RATING OF 25 OR LESS.

EXITS

1. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL

KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE.

2. PANIC HARDWARE SHALL BE PROVIDED IN EXIT DOORS SERVING ROOMS, CORRIDORS OR STAIRWAYS

HANDLING AN OCCUPANCY OF 50 OR MORE PERSONS.

3. AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44" CLEAR.

FIRE ALARM

SUBMIT COMPLETE SETS OF PLANS TO THE ELECTRICAL DIVISION OF THE LOCAL DEPARTMENT OF BUILDING AND SAFETY AND TO THE FIRE DEPARTMENT. VERIFY WITH LOCAL JURISDICTION FOR NUMBER OF SETS

REQUIRED.

SIGNS AND EMERGENCY LIGHTING

1. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH A MINIMUM 6" HIGH BY 3/4" STROKE BLOCK

LETTERS ON A CONTRASTING BACKGROUND.

2. WHENEVER BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE.

3. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED. LED LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S WIRING IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM BATTERY BACK-UP.

4. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL. VERIFY IF ILLUMINATED

SIGNS ARE TO HAVE BATTERY BACKUP.

5. EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAY, HALLWAY, EXIT PASSAGEWAY AND EGRESS TO A PUBLIC WAY ANYTIME THE BUILDING IS OCCUPIED. EMERGENCY LIGHTING SHALL BE PROVIDED GIVING LIGHT

VALUE OF ONE FOOT CANDLE AT THE FLOOR LEVEL.

6. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR AND DURING CONSTRUCTION. VERIFY

WITH LOCAL JURISDICTION ON DISTANCE FOR FIRE EXTINGUISHERS.

7. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR.

FIRE & SAFETY NOTES

2892 SF

WAREHOUSE

6 OCCUPANT(S)

74 SF

I.T.

1 OCCUPANT(S)

70 SF

MECH/ELEC

1 OCCUPANT(S)

7151 SF

POLE BARN

15 OCCUPANT(S)

E-02

S-02

TRAVEL

PATH= 69'

E-01

S-01

TRAVEL

PATH= 71'

1/2

THIS DISTANCE IS

'-7

3 1 /2"

65' - 7 1/2"

WALL LEGEND

METAL STUDS WALL

8" CMU WALL

SHEET NUMBER

JOB #:

ANY DISCREPANCY OR

ERROR IN DIMENSIONS OR

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

DATE:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

T N

A R C H I T E C T U R E

E N G I N E E R I N G

For Bidding Only

C :\U se rs

\e du ar do c\ D oc um en ts

-0 1_

G G

N S

N _R

T2 4_ ed ua rd oc

U R

.rv t

G-003

2025-05-05 25-11058

Y O

R G

S C

R : P

N A

N D

G R

N R

D . L

U R

G , F

1/8" = 1'-0"1 LIFE SAFETY PLAN - POLE BARN

C R

S H

ENGINEERING, INC.

HIGHLAND

This item has been digitally signed and sealed by Jeffery W. Banker, P.E. on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

FOR BIDDING ONLY

N O

ENGINEERING, INC.

HIGHLAND

N A

N D

E R

O N

C O

O L

ENGINEERING, INC.

HIGHLAND

ENGINEERING, INC.

B C

A C301

C C

ENGINEERING, INC.

HIGHLAND

G R

G A

N D

D R

ENGINEERING, INC.

G R

G P

N S

AIR DROP REEL

WALL-MOUNT TV WALL-MOUNT TV

ENGINEERING, INC.

HIGHLAND

WALL-MOUNT TV WALL-MOUNT TV

ENGINEERING, INC.

HIGHLANDSPECIFICATIONS

CAPACITY:

MATERIAL:

FINISHES:

FRONT ELEVATIONSIDE ELEVATION

PLAN VIEWISOMETRIC

21.5"

SELECT DESIRED MOUNT:

IN GROUND MOUNT

FOOT MOUNT

WALL SETBACKS:

FOR SWERVES SET PARALLEL TO A

WALL:

MINIMUM: 24”

RECOMMENDED: 36”

FOR SWERVES SET PERPENDICULAR

TO A WALL:

MINIMUM: 28”

DISTANCE BETWEEN RACKS:

MINIMUM: 24”

RECOMMENDED: 36”

STREET SETBACKS:

MINIMUM: 24”

RECOMMENDED: 36”

RAIL MOUNT

1.9"

RUBBLE

RIPRAP

12" THICK

GRANITIC RUBBLE PER FDOT STANDARD SPEC.

SECTION 530.2.2.2 WITH

FILTER FABRIC UNDERLAY

(TYPE D-2 PER FDOT INDEX 199)

RECYCLED CONCRETE RUBBLE THAT DOES NOT

CONTAIN STEEL OR REBAR WILL BE ALLOWED AS

AN ALTERNATE TO GRANITIC RUBBLE.

SEE PLAN FOR DIMENSION AND/OR LOCATION OF

RUBBLE RIPRAP

NOTE:

Y O

R G

N D

N O

ENGINEERING, INC.

Y O

R G

N D

N O

ENGINEERING, INC.

SHEET NUMBER

JOB #:

ANY DISCREPANCY OR

ERROR IN DIMENSIONS OR

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

O R

O N

C H

G L

D O

C U

D /O

R T

H E

C O

N C

A R

O F

O N

C H

G L

N D

O F

O W

, I N

G C

H T

O F

P R

, A R

E R

. A N

Y R

O D

U C

N S, C O

G , O

R U

O C

U M

/O R

T H

E D

N C

O N

T W

O U

E W

C O

N T

O F

O N

C H

G L

O H

N D

P R

D B

Y U

DATE:

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

T N

A R C H I T E C T U R E

E N G I N E E R I N G

Plot date:Central Path: C:\Users\eduardoc\Documents\2025-12-01_LEESBURG GAS OPERATIONS OFFICE_POLE BARN_RT24_eduardocNXZUR.rvt 2/19/2026 5:38:59 PM

A-001

N S

2025-05-05

25-11058

Y O

R G

S C

R : P

N A

N D

G R

N R

D . L

U R

G , F

\\fs01\AjeraJobs-2018\Peace United Methodist Church\Jobs\Peace Church Expansion\24-16976-05 (100% CD)\Dwgs\2025-09-01_ARCH_Peace Church Expansion_Rvt24.rvt

SECTION 01 10 00 - SUMMARY

PART 1 GENERAL

1.01 PROJECT

A.Project Name: Leesburg Gas Operation Office and Storage/Pole Barn Facility B.Owner's Name: City of Leesburg C.The Project consists of the selective demolition of existing buildings, and construction of a new office and storage /pole barn facility for the City of Leesburg.

1.02 CONTRACT DESCRIPTION

A.Contract Type: A single prime contract based on a Stipulated Price.

1.03 DESCRIPTION OF ALTERATIONS WORK

A.Scope of demolition and removal work is indicated on drawings and specified in Section 02 41 00.

B.Scope of alterations work is indicated on drawings.

1.04 WORK BY OWNER

A.Owner will supply the following:

1.Gas Lamps from previous facility

1.05 OWNER OCCUPANCY

A.Owner intends to occupy the Project upon Substantial Completion.

1.06 CONTRACTOR USE OF SITE AND PREMISES

A.Construction Operations: Limited to areas noted on Drawings.

1.Locate and conduct construction activities in ways that will limit disturbance to site.

B.Arrange use of site and premises to allow:

1.Work by Others.

C.Provide access to and from site as required by law and by Owner:

1.Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2.Do not obstruct roadways, sidewalks, or other public ways without permit.

D. Existing building spaces may not be used for storage.

E.Time Restrictions:

1.Limit conduct of the hours of 7AM to 7PM.

F.Utility Outages and Shutdown:

1.Limit disruption of utility services to hours the building is unoccupied.

2.Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.

3.Limit shutdown of utility services to 24 hours at a time, arranged at least 24 hours in advance with Owner.

4.Prevent accidental disruption of utility services to other facilities.

END OF SECTION 01 10 00

SECTION 01 20 00 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A.Procedures for preparation and submittal of applications for progress payments.

B.Documentation of changes in Contract Sum and Contract Time.

C.Procedures for preparation and submittal of application for final payment.

1.02 SCHEDULE OF VALUES

A.Use Schedule of Values as approved by Architect.

B.Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval.

C.Forms filled out by hand will not be accepted.

D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement.

E.Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item.

F.Revise schedule to list approved Change Orders, with each Application For Payment.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A.Payment Period: Submit at intervals stipulated in the Agreement.

B.Use of Contractor's Standard Form is allowed, following Architect review and approval.

C.Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

D. Forms filled out by hand will not be accepted.

E.For each item, provide a column for listing each of the following:

1.Item Number.

2.Description of work.

3.Scheduled Values.

4.Previous Applications.

5.Work in Place and Stored Materials under this Application.

6.Authorized Change Orders.

7.Total Completed and Stored to Date of Application.

8.Percentage of Completion.

9.Balance to Finish.

10. Retainage.

F.Execute certification by signature of authorized officer.

G. Submit one electronic and one hard-copies of each Application for Payment.

H. Include the following with the application:

1.Transmittal letter I. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.04 MODIFICATION PROCEDURES

A.For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor.

B.For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1.The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.

2.Promptly execute the change.

C.For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change and the period of time during which the requested price will be considered valid . Contractor shall prepare and submit a fixed price quotation within five working days days.

D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1.For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation.

2.For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Architect.

E.Substantiation of Costs: Provide full information required for evaluation.

1.Support each claim for additional costs with additional information:

a.Origin and date of claim.

b.Dates and times work was performed, and by whom.

c. Time records and wage rates paid.

d.Invoices and receipts for products, equipment, and subcontracts, similarly documented.

2.For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

F.Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

G. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

H. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

I. Promptly enter changes in Project Record Documents.

1.05 APPLICATION FOR FINAL PAYMENT

A.Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B.Application for Final Payment will not be considered until the following have been accomplished:

1.All closeout procedures specified in Section 01 70 00.

END OF SECTION 01 20 00

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A.Procedural requirements for proposed substitutions.

1.02 DEFINITIONS

A.Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.

1.Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control.

a.Unavailability.

b.Regulatory changes.

2.Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.

a.Substitution requests offering advantages solely to the Contractor will not be considered.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 GENERAL REQUIREMENTS

A.A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:

1.Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.

2.Agrees to provide the same warranty for the substitution as for the specified product.

3.Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.

4.Waives claims for additional costs or time extension that may subsequently become apparent.

B.Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.

C.Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.

1.No specific form is required. Contractor's Substitution Request documentation must include the following:

a.Project Information:

Official project name and number, and any additional required identifiers established in Contract Documents.

Owner's, Architect's, and Contractor's names.

Substitution Request Information:

Discrete and consecutive Substitution Request number, and descriptive subject/title.

Indication of whether the substitution is for cause or convenience.

Issue date.

Reference to particular Contract Document(s) specification section number, title, and article/paragraph(s).

Description of Substitution.

Reason why the specified item cannot be provided.

Differences between proposed substitution and specified item.

Description of how proposed substitution affects other parts of work.

Attached Comparative Data: Provide point-by-point, side-by-side comparison addressing essential attributes specified, as appropriate and relevant for the item:

Physical characteristics.

In-service performance.

Expected durability.

Warranties.

Other salient features and requirements.

Include, as appropriate or requested, the following types of documentation:

Product Data:

Samples.

Certificates, test, reports or similar qualification data.

Drawings, when required to show impact on adjacent construction elements.

Impact of Substitution:

Savings to Owner for accepting substitution.

Change to Contract Time due to accepting substitution.

Limit each request to a single proposed substitution item.

Submit an electronic document, combining the request form with supporting data into single document.

SUBSTITUTION PROCEDURES DURING PROCUREMENT

Submittal Time Restrictions:

Architect will consider requests for substitutions only if submitted at least 10 days prior to the date for receipt of bids.

Submittal Form (before award of contract):

Submit substitution requests by including the information listed in Section 3.01.C.1 above of this section.

SUBSTITUTION PROCEDURES DURING CONSTRUCTION

Submittal Form (after award of contract):

Submit substitution requests by including the information listed in Section 3.01.C.1 above of this section.

Submit request for Substitution for Cause within 14 days of discovery of need for substitution, but not later than 14 days prior to time required for review and approval by Architect, in order to stay on approved project schedule.

Submit request for Substitution for Convenience within 14 days of discovery of its potential advantage to the project, but not later than 14 days prior to time required for review and approval by Architect, in order to stay on approved project schedule.

In addition to meeting general documentation requirements, document how the requested substitution benefits the Owner through cost savings, time savings, greater energy conservation, or in other specific ways.

Document means of coordinating of substitution item with other portions of the work, including work by affected subcontractors.

Bear the costs engendered by proposed substitution of:

Owner's compensation to the Architect for any required redesign, time spent processing and evaluating the request.

RESOLUTION

Architect may request additional information and documentation prior to rendering a decision. Provide this data in an expeditious manner.

ACCEPTANCE

Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract.

CLOSEOUT ACTIVITIES

See Section 01 78 00 - Closeout Submittals, for closeout submittals.

Include completed Substitution Request Forms as part of the Project record. Include both approved and rejected Requests.

END OF SECTION 01 25 00

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 RELATED REQUIREMENTS

A.Section 01 60 00 - Product Requirements: General product requirements.

B.Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements.

C.Section 01 78 00 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.

1.02 GENERAL ADMINISTRATIVE REQUIREMENTS

A.Make the following types of submittals to Architect:

1.Requests for Information (RFI).

2.Requests for substitution.

3.Shop drawings, product data, and samples.

4.Test and inspection reports.

5.Design data.

6.Manufacturer's instructions and field reports.

7.Applications for payment and change order requests.

8.Progress schedules.

9.Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 WEB-BASED PROJECT SOFTWARE SERVICE

A.Web-Based Project Software Service: Provide, administer, and use web-based project software to host and manage project communication and documentation.

1.Include, at minimum, the following features:

a.Project directory, including Owner, Contractor, subcontractors, Architect, Architect's consultants, and other entities involved in the project. Include names of contact persons and contact information for each entity.

b.Access control for each entity and for each workflow process to determine each entity's digital rights to create, modify, view, and print documents.

c. Workflow planning, allowing customization of workflow for each project entity.

d.Creation, logging, tracking, and notification for project communications.

e.Tracking of project communication statuses in real time, including timestamped response log.

f. Procedures for viewing PDFs or similar file formats, allowing markups by each entity. Provide security features to lock markups against changes once submitted.

g.Processing and tracking of payment applications.

h.Processing and tracking of contract modifications.

i. Creation and distribution of meeting minutes.

j. Document management for drawings, specifications, and coordination drawings, including revision control.

k.Management of construction progress photographs.

l. Mobile device compatibility.

m. Creation of data analytics reports.

n.Creation and export of editable logs for software functions. Provide Owner, Architect, and Architect's consultants with rights and ability to download logs when requested.

2.Cost: Pay cost of service. Include the cost of the service in the contract sum.

3.Provide up to 20 user licenses for use by Owner, Architect, Architect's consultants, and other entities involved in the project.

4.Comply with the software service's current published licensing agreements.

a.Representatives of Owner are scheduled and included in this training.

5.Web-Based Project Software Services: The selected service is:

a.ProCore b.Substitutions: See Section 01 60 00 - Product Requirements.

3.02 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A.All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addresses via email.

1.Besides submittals for review, information, and closeout, this procedure applies to Requests for Interpretation (RFIs), progress documentation, contract modification documents (e.g.

supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2.Contractor and Architect are required to use this service.

3.It is Contractor's responsibility to submit documents in allowable format.

4.Subcontractors, suppliers, and Architect's consultants are to be permitted to use the service at no extra charge.

5.Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.

6.Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed.

7.All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

B.Cost: The cost of the service is to be paid by Contractor; include the cost of the service in the Contract Sum.

3.03 PRECONSTRUCTION MEETING

A.Schedule meeting after Notice of Award.

B.Attendance Required:

1.Owner.

2.Architect.

3.Contractor.

C.Agenda:

1.Execution of Owner-Contractor Agreement.

2.Submission of executed bonds and insurance certificates.

3.Distribution of Contract Documents.

4.Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

5.Submission of initial Submittal schedule.

6.Designation of personnel representing the parties to Contract and Architect.

7.Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

8.Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.04 PROGRESS MEETINGS

A.Schedule and administer meetings throughout progress of the work at agreed upon intervals.

B.Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C.Attendance Required:

1.Contractor.

2.Owner.

3.Architect.

4.Special consultants.

5.Contractor's superintendent.

6.Major subcontractors.

D. Agenda:

1.Review minutes of previous meetings.

2.Review of work progress.

3.Field observations, problems, and decisions.

4.Identification of problems that impede, or will impede, planned progress.

5.Review of submittals schedule and status of submittals.

6.Review of RFIs log and status of responses.

7.Maintenance of progress schedule.

8.Corrective measures to regain projected schedules.

9.Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

11. Effect of proposed changes on progress schedule and coordination.

12. Other business relating to work.

E.Contractor to record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.05 CONSTRUCTION PROGRESS SCHEDULE

A.If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B.Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1.Include written certification that major contractors have reviewed and accepted proposed schedule.

C.Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

3.06 REQUESTS FOR INFORMATION (RFI)

A.Definition: A request seeking one of the following:

1.An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.

2.A resolution to an issue which has arisen due to field conditions and affects design intent.

B.Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.

C.Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1.Prepare a separate RFI for each specific item.

a.Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b.Do not forward requests which solely require internal coordination between subcontractors.

2.Prepare in a format and with content acceptable to Architect.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.

1.Unacceptable Uses for RFIs: Do not use RFIs to request the following::

a.Approval of submittals (use procedures specified elsewhere in this section).

b.Approval of substitutions (see Section - 01 60 00 - Product Requirements)

2.Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key information required to render an actionable response. They will be returned without a response, with an explanatory notation.

3.Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, Contract Documents, with no additional input required to clarify the question. They will be returned without a response, with an explanatory notation.

E.Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

1.Official Project name and number, and any additional required identifiers established in Contract Documents.

2.Owner's, Architect's, and Contractor's names.

3.Discrete and consecutive RFI number, and descriptive subject/title.

4.Issue date and requested reply date.

5.Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).

6.Annotations: Field dimensions and/or description of conditions which have engendered the request.

7.Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example; routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.

F.Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

G. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.

1.Indicate current status of every RFI. Update log promptly and on a regular basis.

2.Note dates of when each request is made, and when a response is received.

3.Highlight items requiring priority or expedited response.

4.Highlight items for which a timely response has not been received to date.

H. Review Time: Architect will respond and return RFIs to Contractor within seven calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.

I. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.

1.Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R suffix to the original number.

2.Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.

3.Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.

4.Notify Architect within seven calendar days if an additional or corrected response is required by submitting an amended version of the original RFI, identified as specified above.

3.07 SUBMITTAL SCHEDULE

A.Submit to Architect for review a schedule for submittals in tabular format.

1.Coordinate with Contractor's construction schedule and schedule of values.

2.Format schedule to allow tracking of status of submittals throughout duration of construction.

3.Arrange information to include scheduled date for initial submittal, specification number and title, submittal category (for review or for information), and description of item of work covered .

4.Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing submittal delivery and review deadline dates.

a.For assemblies, equipment, systems comprised of multiple components and/or requiring detailed coordination with other work, allow for additional time to make corrections or revisions to initial submittals, and time for their review.

3.08 SUBMITTALS FOR REVIEW

A.When the following are specified in individual sections, submit them for review:

1.Product data.

2.Shop drawings.

3.Samples for selection.

4.Samples for verification.

B.Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C.Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 78 00 - Closeout Submittals.

3.09 SUBMITTALS FOR INFORMATION

A.When the following are specified in individual sections, submit them for information:

1.Design data.

2.Certificates.

3.Test reports.

4.Inspection reports.

5.Manufacturer's instructions.

6.Manufacturer's field reports.

7.Other types indicated.

B.Submit for Architect's knowledge as contract administrator or for Owner.

3.10 SUBMITTALS FOR PROJECT CLOSEOUT

A.Submit Correction Punch List for Substantial Completion.

B.Submit Final Correction Punch List for Substantial Completion.

C.When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01 78 00 - Closeout Submittals:

1.Project record documents.

2.Operation and maintenance data.

3.Warranties.

4.Bonds.

5.Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.11 NUMBER OF COPIES OF SUBMITTALS

A.Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B.Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.

1.After review, produce duplicates.

2.Retained samples will not be returned to Contractor unless specifically so stated.

3.12 SUBMITTAL PROCEDURES

A.General Requirements:

1.Use a single transmittal for related items.

2.Submit separate packages of submittals for review and submittals for information, when included in the same specification section.

3.Transmit using approved form.

a.Use Contractor's form, subject to prior approval by Architect.

4.Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix.

5.Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail number;

and specification section number and article/paragraph, as appropriate on each copy.

6.Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents.

a.Submittals from sources other than the Contractor, or without Contractor's stamp will not be acknowledged, reviewed, or returned.

7.Deliver each submittal on date noted in submittal schedule, unless an earlier date has been agreed to by all affected parties, and is of the benefit to the project.

a.Send submittals in electronic format via email to Architect.

8.Schedule submittals to expedite the Project, and coordinate submission of related items.

a.For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

b.For sequential reviews involving Architect's consultants, Owner, or another affected party, allow an additional 7 days.

c. For sequential reviews involving approval from authorities having jurisdiction (AHJ), in addition to Architect's approval, allow an additional 30 days.

9.Provide space for Contractor and Architect review stamps.

10. When revised for resubmission, identify all changes made…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 27, 2026.