NSB_Finance_Department_Permit_Set.pdf
PDF 4 MB Posted
- Attached to
- Finance Office Renovation State and local contract opportunity
- Solicitation number
- 07-26-FIN
- Issued by
- Volusia County, Orlando City, Florida
About this file
This is a permit set and architectural/mechanical design document for an interior renovation project of the Finance Department located at 210 Sams Avenue in New Smyrna Beach, Florida, prepared by Hall & Ogle Architects, Inc. The project encompasses a comprehensive remodel of the second floor Finance Department office space, including the design and construction of nine private offices, two open office spaces with built-in millwork, and an open conference/flex space. The design package includes architectural plans covering cover sheets, overall floor plans with life safety considerations, existing floor plans with demolition details, reflected ceiling plans, building sections and wall details, door and window schedules with interior signage specifications, and interior elevations with millwork plans. Mechanical systems include floor plans showing ductwork layout, HVAC equipment schedules, air device specifications, and detailed construction notes. The electrical and plumbing systems are referenced in coordination documents. The permit drawings are dated January 2026 with the mechanical drawings dated November 2025, and the design complies with the 2020 Florida Building Code Seventh Edition and subsequent amendments, specifically addressing mechanical, energy conservation, and electrical requirements.
The project specifications detail extensive construction requirements across 16 divisions encompassing general conditions, site work, concrete, masonry, metals, wood and plastics, thermal and moisture protection, doors and windows, finishes, specialties, equipment, furnishings, special construction, conveying systems, mechanical systems, and electrical systems. Key mechanical specifications include HVAC system design with existing split system air conditioning units, new ductwork with R-6 insulation, supply and return air handling, fire dampers, and smoke detectors compliant with NFPA standards. Architectural finishes specify gypsum board construction, paint finishes, VCT and epoxy flooring, acoustical ceiling systems, and various door and window frame types including hollow metal and aluminum systems. The project requires strict coordination among trades with documented submittal procedures, testing and balancing certifications through AABC or NEBB, and compliance with manufacturer specifications for all equipment installations. All work must maintain fire ratings for partition walls, include proper clearances for maintenance access, and adhere to life safety requirements including fire extinguisher placement and interior signage per accessibility standards.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Finance_Office_Renovation_(Addendum_#1_Revision).pdf | ||
| Finance_Office_Renovation_(Addendum_#1_Revision).pdf | ||
| NSB_Finance_Department_Permit_Set.pdf | ||
| NSB_Finance_Department_Permit_Set.pdf | ||
| NSB_Finance_Department_Project_Manual.pdf | ||
| NSB_Finance_Department_Project_Manual.pdf | ||
| NSB_Finance_Department_Project_Manual.pdf | ||
| Draft_Contract_.pdf | ||
| Draft_Contract_.pdf | ||
| Draft_Contract_.pdf | ||
| City_Forms.pdf | ||
| City_Forms.pdf | ||
| City_Forms.pdf | ||
| 6_Executive_Order.pdf | ||
| Public_Records.pdf | ||
| 6_Executive_Order.pdf | ||
| Public_Records.pdf | ||
| Public_Records.pdf | ||
| Federal_Contract_Provisions.pdf | ||
| Federal_Contract_Provisions.pdf | ||
| 6_Executive_Order.pdf | ||
| Federal_Contract_Provisions.pdf |
Show all 22
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Text version
DRAWING NO.
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
CU
ME
NT
H
IS
TO
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IO
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FI
NA
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PA
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ME
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Sa m s
Av e.
DO SC / JH
251630-JAN.-2026
JOHN E. HALL AR0010727
NO
DA
TE
DE
SC
RI
PT
IO
N
SHEET TITLE
H A L L
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C H
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(3
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DAVID D. OGLE AR93986
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B ea ch , F
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AC
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DAVID D. OGLE, JR. AR93986
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CS
COVER SHEET
MAINTAIN FIRE RATING
OF PARTITION OR WALL
FOR FIRE RATED ASSEMBLIES
NOTE:
SURFACE MOUNTED TYPE
PROVIDE NEW
SECTION
FINISH FLOOR
FIRE EXTINGUISHER DETAIL
SCALE: 1" = 1'-0"
PROVIDE WALL BLOCKING
WALL MOUNTING BRACKET
5# ABC FIRE
EXTINGUISHER
USE EXISTING FEC IF EXISTING- FIELD VERIFY
W/ WALL BRACKET
DRAWING NO.
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
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251630-JAN.-2026
JOHN E. HALL AR0010727
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SC
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PT
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SHEET TITLE
H A L L
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DAVID D. OGLE AR93986
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DAVID D. OGLE, JR. AR93986
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A1.0
OVERALL FLOOR PLAN
LIFE SAFETY PLAN
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
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251630-JAN.-2026
JOHN E. HALL AR0010727
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SHEET TITLE
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A2.0D
EXISTING FLOOR PLAN &
DEMOLITION FLOOR PLAN
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
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251630-JAN.-2026
JOHN E. HALL AR0010727
NO
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SC
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PT
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SHEET TITLE
H A L L
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B ea ch , F
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DAVID D. OGLE, JR. AR93986
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A2.0
FLOOR PLAN
A4.0
A4.0
A4.0
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
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SHEET TITLE
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A2.1
REFLECTED CEILING PLAN
A4.0
A4.0
A4.0
DRAWING NO.
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
CU
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251630-JAN.-2026
JOHN E. HALL AR0010727
NO
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RI
PT
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N
SHEET TITLE
H A L L
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DAVID D. OGLE, JR. AR93986
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A4.0
BUILDING SECTIONS /
WALL SECTION / DETAILS
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
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IO
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FI
NA
NC
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DO SC / JH
251630-JAN.-2026
JOHN E. HALL AR0010727
NO
DA
TE
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SC
RI
PT
IO
N
SHEET TITLE
H A L L
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L E
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C H
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W
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DAVID D. OGLE, JR. AR93986
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A6.0
DOOR / WINDOW SCHEDULE
& DETAILS / SIGNAGE
AutoCAD SHX Text
DI-1
AutoCAD SHX Text
FI-1
AutoCAD SHX Text A
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AutoCAD SHX Text C
AutoCAD SHX Text 7'-2"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text 6'-8"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
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DI-2
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AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 7'-2"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 7'-2"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 7'-2"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text 3'-0"
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FI-2
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FI-3
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FI-4
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HOLLOW METAL
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ALUMINUM
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VINYL REDUCER
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VCT
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OTHER FL. FINISH
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MATERIAL.
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STRIP.
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NOT BE USED WHERE
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FIN. FL. IS SIMILAR
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THRESHOLD WILL
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%%UNOTES:
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AT BOTH SIDES.
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MARBLE
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THRESHOLD
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EPOXY FLOOR FINISH
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STANDARD 1/2" MARBLE THRESHOLD
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W/ GROUND 1/4" CHAMFER @ BOTH SIDES.
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SEE SCHEDULE
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FOR DOOR TYPE
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DOUBLE STUDS (TYP.) AT
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DOOR FRAMES.
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JAMB ANCHORS (3 PER JAMB)
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DOUBLE VERT. STUD AT HEADER
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3-5/8" STUDS
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3-5/8" STUDS
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H.M. DOOR FRAME - THRESHOLD
AutoCAD SHX Text 3" = 1'-0"
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AutoCAD SHX Text A6.0
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H.M. DOOR FRAME - JAMB
AutoCAD SHX Text 3" = 1'-0"
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H.M. DOOR FRAME - HEAD
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AutoCAD SHX Text 3" = 1'-0"
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ALUM. FRAME STOREFRONT - SILL
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text F
AutoCAD SHX Text A6.0
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ALUM. DOOR FRAME - JAMB
AutoCAD SHX Text 3" = 1'-0"
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AutoCAD SHX Text A6.0
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ALUM. DOOR FRAME - HEAD
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AutoCAD SHX Text 3" = 1'-0"
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2 1/2" ALUM. TRANSOM
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SEE A6.0 DOOR SCHED. FOR DOOR TYPE. TYP.
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DOUBLE VERT. STUD AT HEADER
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OF ACOUSTICAL INSULATION.
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FOR WALL TYPES AND LOCATION
AutoCAD SHX Text 9.1
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NOTE: SEE FLOOR PLAN
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OF ACOUSTICAL INSULATION.
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DOUBLE STUDS (TYP.) AT
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DOOR FRAMES.
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ANCHOR PER
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FPA CRITERIA
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ANCHOR PER MANUF. REQUIREMENTS TYP.
AutoCAD SHX Text 3 "34"
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ALUM. FRAME STOREFRONT - SILL
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text I
AutoCAD SHX Text A6.0
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ALUM. DOOR FRAME - JAMB
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text H
AutoCAD SHX Text A6.0
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ALUM. DOOR FRAME - HEAD
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AutoCAD SHX Text 3" = 1'-0"
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ANCHOR PER
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SEE A6.0 DOOR SCHED. FOR DOOR TYPE. TYP.
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DOUBLE VERT. STUD AT HEADER
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OF ACOUSTICAL INSULATION.
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FOR WALL TYPES AND LOCATION
AutoCAD SHX Text 9.1
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VERT. STUD AT HEADER
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NOTE: SEE FLOOR PLAN
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OF ACOUSTICAL INSULATION.
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ANCHOR PER
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MANUF. CRITERIA
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REMARKS
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HARDWARE SET NO.
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MAT.
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FRAME TYPE
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HOLLOW METAL
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FIRE
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RATED
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"C" LABEL, 3/4 HR. U.L.
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20 MINUTE
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MAT.
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EXISTING TO REMIAN
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INTERIOR DOOR FRAME TYPES
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REFER TO A101 FOR DOOR SWINGS AND DIRECTION.
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INTERIOR DOOR TYPES
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SCALE: 1/4" = 1'-0"
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EXTINGUISHER
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TYPE 2
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BRAILLE
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TYPE 1
AutoCAD SHX Text 8"
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BRAILLE
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BRAILLE
AutoCAD SHX Text A
AutoCAD SHX Text 60"
AutoCAD SHX Text 12"
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DETAIL
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NOT TO SCALE
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AutoCAD SHX Text A6.0
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INTERIOR SIGNAGE TYPES/ LOCATIONS
AutoCAD SHX Text NOTES: 1. PROVIDE ROOM SIGNAGE AT ALL INTERIOR ROOMS (SEE SPECIFICATIONS). PROVIDE ROOM SIGNAGE AT ALL INTERIOR ROOMS (SEE SPECIFICATIONS). * SIGN TYPE '1' ALL OFFICES / CLASSROOMS / AUXILIARY ROOMS, ETC. * SIGN TYPE '2' LIFE SAFETY INFO. (EXTERIOR OF BUILDING) 2. ALL ROOM SIGNAGE TO BE SURFACE MOUNTED AS SHOWN NEXT TO THE LATCH SIDE OF THE DOOR. ALL ROOM SIGNAGE TO BE SURFACE MOUNTED AS SHOWN NEXT TO THE LATCH SIDE OF THE DOOR. WHERE THIS IS NOT POSSIBLE THE SIGN IS TO BE LOCATED ON THE NEAREST ADJACENT WALL. 3. SIGNAGE MAY BE MOUNTED ON GLASS WHERE STRIKE SIDE OF DOOR IS FRAMED AT AN INTEGRAL SIGNAGE MAY BE MOUNTED ON GLASS WHERE STRIKE SIDE OF DOOR IS FRAMED AT AN INTEGRAL WINDOW IF WIDTH OF WINDOW ALLOWS FOR 8" MIN. CLEAR FROM EDGE OF SIGN TO EDGE OF FRAME. IF CLEARANCE IS LESS THAN MINIMUM, MOUNT SIGN AT WALL ADJACENT TO WINDOW (VERIFY WITH ARCHITECT). PROVIDE SMOOTH BACK PLATE ON OTHER SIDE OF GLASS BEHIND SIGN TYP. 4. SIGNAGE TO BE LOCATED AT ENTRY SIDE OF ALL ROOMS (4) LOCATIONS THIS PROJECT. SIGNAGE TO BE LOCATED AT ENTRY SIDE OF ALL ROOMS (4) LOCATIONS THIS PROJECT. 5. SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION. SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION.
AutoCAD SHX Text CENTER SIGN ON AVAILABLE SPACE WHERE LENGTH OF WALL AT LATCH SIDE OF DOOR IS LESS THAN 24". WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF DOOR. PLACE SIGN ON NEAREST ADJACENT WALL (VERIFY WITH ARCHITECT BEFORE PROCEEDING). SEE DRAWINGS FOR LOCATIONS IN GLASS SIDELIGHTS.
AutoCAD SHX Text REFER TO ELECTRICAL "SYSTEMS" FLOOR PLAN DRAWINGS FOR "FIRE ALARM PULL STATION INSIDE" SIGN LOCATIONS INDICATED BY HEX NOTE.
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LATCH SIDE OF DOOR
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SIGN TYPE 2 WHERE REQUIRED
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SIGN TYPE 1
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INTERIOR WINDOWS
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SCALE: 1/4" = 1'-0"
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HIGH GLASS
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NOTES:
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MOIST. PROT.
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FLOOR FINISH (SEE SCHEDULE)
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RESILIENT BASE
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EXISTING DOORS/ FRAMES TO REMAIN
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ALUM. / GLASS DOOR / FRAMES
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JOINT SEALANT W/ BACKER ROD CONT.
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EXISTING WINDOW SYSTEM
AutoCAD SHX Text 8.1
AutoCAD SHX Text 9.3
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FINISHES
AutoCAD SHX Text 9.5
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AutoCAD SHX Text 9.2
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2'X2' ACOUST. SUSP. CEILING SYSTEM
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VERT. CONC.
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3 5/8" 20 GA. MTL. STUDS @ 16" O.C.
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WOOD
AutoCAD SHX Text 7.1
AutoCAD SHX Text 6.1
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WOOD TRIM
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MISC./ CONT. PT. 2X NAILERS/ BLOCKING
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MTL.
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EXISTING EXTERIOR CONCRETE WALLS
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MATERIAL KEY
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EXISTING ROOF SYSTEM
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6" BATT INSULATION
AutoCAD SHX Text 6.3
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MILLWORK
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WALLS
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TYPE A
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1/2" GYP. SHEATHING
AutoCAD SHX Text PAINTED p" GWB. (1 HR. RATED)
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PAINT/ EPOXY COATING (SEE SCHED.)
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DOORS/
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WINDOWS
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3" BATT INSULATION
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THERMAL
AutoCAD SHX Text 8.2
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WOOD DOOR / H.M DOOR FRAME (PAINTED)
AutoCAD SHX Text 6.4
AutoCAD SHX Text 6.5
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EXISTING WOOD FLOOR FRAMING
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EXISTING WOOD ROOF FRAMING
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 7'-0"
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1. ACCESS CONTROL FROM EXISTING CONFERENCE ROOM ACCESS CONTROL FROM EXISTING CONFERENCE ROOM DOOR TO BE RELOCATED TO NEW IT CLOSET DOOR 09.
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HARDWARE:
AutoCAD SHX Text SET NO. 1 - STANDARD HARDWARE TO BE PROVIDES BY ALUM. STOREFRONT MFR., REFER TO HARDWARE SPECIFICATIONS.
AutoCAD SHX Text SET NO. 2 - 3 EA. 5BB1 4.5X4.5 NRP HINGES, 1 EA. ND96TD RHO VANDL STOREROOM LOCK, 20-740 PRIMUS CORE, 1 EA. HES 5000 ELECTRIC STRIKE, POWER SUPPLY AND DOOR CONTACT BY SECURITY PROVIDER, CARD READER BY CITY.
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
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A7.0
/ INTERIOR ELEVATIONS
MILLWORK PLANS & DETAILS
MECHANICAL GENERAL NOTES
1. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SEVENTH EDITION 2020, FLORIDA BUILDING CODE SEVENTH EDITION 2020- MECHANICAL, FBC SEVENTH EDITION 2020- ENERGY CONSERVATION, FFPC SEVENTH
EDITION- 2020.
2. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION
SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK.
3. PROVIDE EQUIPMENT GUARDS AT ALL EQUIPMENT WITHIN 10 FEET OF A ROOF EDGE OR OPEN SIDE OF WALKING SURFACE THAT IS OVER
30" ABOVE FLOOR GRADE.
4. OUTSIDE AIR INTAKES (ROOFTOP UNITS, GRAVITY ROOF VENTS, LOUVERS) SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST
OUTLET OR SANITARY VENT.
5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES.
6. ALL ROOF TOP UNITS SHALL BE CONSTRUCTED AND INSTALLED TO WITHSTAND LOCAL WIND LOAD DESIGN.
7. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLED IN DUCT BY THE MECHANICAL CONTRACTOR AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, FLORIDA BUILDING CODE SEVENTH EDITION 2020 - MECHANICAL AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE LOCATION OF SMOKE DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM
SENSOR RTS2 OR EQUAL, COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM.
8. PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED.
9. PROVIDE EXTERNAL DUCT INSULATION FOR SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) OF 6.0. INSULATION SHALL HAVE VAPOR BARRIER. INSTALL
PER MFR. REQUIREMENTS.
10. COORDINATE CEILING MOUNTED DIFFUSERS, REGISTERS, AND GRILLES AND OTHER CEILING MOUNTED EQUIPMENT WITH OTHER CEILING
MOUNTED EQUIPMENT. SEE REFLECTED CEILING PLAN.
11. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE
CEILING OR CEILING SUSPENSION SYSTEM.
12. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT & MATERIALS. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT
13. VERIFY VOLTAGE REQUIREMENTS WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT.
14. PROVIDE A TRAP IN ALL CONDENSATE PIPING SERVING AIR HANDLING UNITS AND ROOFTOP UNITS. SLOPE CONDENSATE LINE 1/8" PER
FOOT. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED.
15. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE
FROM DEFECT.
16. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.
17. FLEXIBLE AND RIGID ROUND DUCT TAKE-OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M-KC OR EQUAL. FLEXIBLE DUCT SHALL BE INSULATED
FIBERGLASS, R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B.
18. ALL WALL MOUNTED THERMOSTATS AND HUMIDISTATS SHALL BE INSTALLED AT AN ELEVATION OF 48" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS
REPRESENTATIVE IN THE FIELD.
19. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ROOFTOP UNITS, AIR HANDLING UNITS, FANS AND OTHER VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED.
20. PROVIDE ACCESS DOORS IN HARD CEILINGS OR WALLS REQUIRING ACCESS TO VALVES, FIRE DAMPERS, BALANCING DAMPERS, VOLUME DAMPERS OR OTHER PARTS OF THE SYSTEM WHICH REQUIRE OPERATION OR MAINTANENCE AND ARE LOCATED AT INACCESSIBLE AREAS. MAKE: MILCOR MODEL C FOR CEILING LOCATION. MILCOR MODEL M FOR WALL LOCATION. INSTALL FOR DOWNWARD OPENING IN
CEILING LOCATIONS.
21. COORDINATION: CONTRACTOR SHALL COORDINATE ITS CONSTRUCTION OPERATIONS WITH THOSE OF OTHER CONTRACTORS AND ENTITIES TO ENSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE WORK. CONTRACTOR SHALL COORDINATE ITS OPERATIONS WITH OTHER CONTRACTORS OPERATIONS, THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION AND
OPERATION.
22. REFER TO ARCHITECTURAL DRAWINGS FOR ALL RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. CHASE AND WALL PENETRATIONS INTENDED FOR DUCTWORK AND PIPING SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO
INSTALLATION.
23. MECHANICAL EQUIPMENT, DUCTWORK AND PIPING IS SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENT AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. FIELD VERIFY FINAL LOCATIONS TO INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT.
24. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE
ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING.
25. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS.
26. CONTRACTOR SHALL ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE FOR START-UP TO INSPECT, TEST AND ADJUST FIELD-ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, INCLUDING CONNECTIONS AND PERFORM THE FOLLOWING FIELD
TESTS AND INSPECTIONS:
1. LEAK TEST: AFTER INSTALLATION, CHARGE SYSTEM AND TEST FOR LEAKS. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST.
2. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, START UNITS TO CONFIRM PROPER MOTOR ROTATION AND
UNIT OPERATION.
3. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT.
4. REPORT TESTING RESULTS IN WRITTEN REPORT.
DUCT CONSTRUCTION NOTES
1. SUPPLY AIR, RETURN AIR, OUTSIDE AIR, AND EXHAUST AIR DUCTWORK SHALL BE
GALVANIZED SHEET METAL, EXCEPT WHERE INDICATED. METALLIC DUCTS SHALL BE
CONSTRUCTED AND INSTALLED PER THE FLORIDA BUILDING CODE SEVENTH EDITION
2020 - MECHANICAL AND THE 2005 EDITION OF THE SMACNA HVAC DUCT
CONSTRUCTION STANDARDS - METAL AND FLEXIBLE MANUAL.
2. METAL DUCT STATIC PRESSURE CLASSIFICATION:
SUPPLY AIR DUCT: 2" W.G.
RETURN AIR DUCT: 2" W.G. (NEGATIVE)
EXHAUST AIR DUCT: 2" W.G. (NEGATIVE)
3. SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS PER THE FLORIDA
BUILDING CODE SEVENTH EDITION 2020 - ENERGY CONSERVATION TABLE C403.2.9.2
AND THE 2005 EDITION OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL
AND FLEXIBLE.
4. CROSS-BREAK DUCT SURFACES 19" THROUGH 60" USE ANGLE REINFORCING FOR
DUCT SIZES OVER 60".
5. ALL METAL LONGITUDINAL SEAMS SHALL BE PITTSBURGH OR OTHER SMACNA LISTED
SEAMS. DO NOT USE BUTTON PUNCH SNAPBACK SEAMS.
6. SUSPEND METAL DUCTWORK NOT EXCEEDING 30" LONGEST SIDE. AT EVERY JOINT
(NOT TO EXCEED 10'-0") USING 1"x 18 GAUGE GALVANIZED STRAPS ATTACHED TO
BOTTOM AND SIDE OF DUCT.
7. SUSPEND METAL DUCTWORK, EXCEEDING 30" LONGEST SIDE, AT MAXIMUM 8'-0"
INTERVALS USING ANGLES AND RODS.
8. SUPPORT DUCTWORK AND EQUIPMENT FROM STRUCTURAL MEMBER. ATTACHMENT
TO ROOF DECK IS NOT ACCEPTABLE.
9. DUCT SIZES MUST BE VERIFIED FOR CLEARANCES AT THE JOB SITE PRIOR TO
FABRICATION. DIMENSIONS MAY BE CHANGED TO ACCOMMODATE CONSTRUCTION.
SUBMIT ALL MODIFICATION TO DESIGN ENGINEER FOR APPROVAL.
10. DUCT TRANSITIONS SHALL BE CONSTRUCTED WITH SLOPE OF 1/4.
11. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS
WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER THE SMACNA
HVAC DUCT CONSTRUCTION STANDARDS MANUAL.
12. DUCT DIMENSIONS SHOWN ON DRAWING ARE CLEAR INSIDE DIMENSIONS. WHERE
DUCT LINER IS SHOWN INCREASE METAL DUCT SIZE TO ALLOW FOR DUCT LINER.
13. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO
BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH STORM LEADERS,
WATER PIPING, SANITARY DRAINS ,MAJOR ELECTRICAL CONDUIT, LIGHTING FIXTURES,
ETC..
SUBMITTALS AND SUBSTITUTIONS
TESTING AND BALANCING NOTES
DRAWING INDEX
SHEET NUMBER TITLE
M0.1 Mechanical General Information
M0.2 Mechanical Schedules and Details
M1.1 Mechanical Floor Plan
PIPING MATERIAL SCHEDULE
SERVICE SIZE MATERIAL SCHEDULE /
TYPE
INSULATION
REMARKS
TYPE THICK
A/C CONDENSATE ALL PVC SCH. 40 NONE - --
REFRIGERANT PIPING ALL COPPER TYPE L FG 1" --
1. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH FACTORY-APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT-PAPER, FIBERGLASS-REINFORCED SCRIM WITH ALUMINUM-FOIL BACKING;
COMPLYING WITH ASTM C 1136, TYPE MANUFACTURERS; A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D.
OWENS CORNING.
2. FLEXIBLE ELASTOMERIC PIPE INSULATION: CLOSED CELL SPONGE OR EXPANDED - RUBBER MATERIALS. COMPLY WITH ASTM C-534, TYPE I FOR TUBULAR MATERIALS. PROVIDE SEALANT COMPATIBLE WITH MATERIAL. MANUFACTURERS: ARMAFLEX BY ARMACELL OR
EQUAL.
NOTES:
1. CONTRACTOR SHALL SUBMIT THE FOLLOWING EQUIPMENT FOR REVIEW PRIOR TO ORDERING AND INSTALLING
A. AIR HANDLING UNITS AND AIR COOLED CONDENSERS
B. DIFFUSERS AND REGISTERS
C. EXHAUST FANS
D. DUCT WORK
E. DUCT CONSTRUCTION STANDARDS
2. PROCESSING TIME: ALLOW 10 WORKING DAYS FOR REVIEW OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IF COORDINATION WITH SUBSEQUENT SUBMITTALS IS REQUIRED. ENGINEER WILL ADVISE CONTRACTOR WHEN A SUBMITTAL BEING PROCESSED MUST BE DELAYED FOR COORDINATION.
3. SUBMITTALS: PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL ITEM FOR IDENTIFICATION. INDICATE NAME OF FIRM OR ENTITY THAT PREPARED EACH SUBMITTAL ON LABEL OR TITLE BLOCK. PROVIDE A SPACE BESIDE TITLE BLOCK TO RECORD CONTRACTOR'S REVIEW AND APPROVAL MARKINGS AND ACTION TAKEN BY ENGINEER. INCLUDE THE FOLLOWING INFORMATION FOR PROCESSING AND RECORDING ACTION TAKEN:
A. PROJECT NAME.
B. DATE.
C. NAME OF ENGINEER.
D. NAME OF CONTRACTOR.
E. NAME OF SUBCONTRACTOR.
F. NAME OF SUPPLIER.
G. NAME OF MANUFACTURER.
H. DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE.
I. LOCATION WHERE PRODUCT IS TO BE INSTALLED, AS APPROPRIATE.
4. SUBMIT ELECTRONIC SUBMITTALS VIA EMAIL AS PDF ELECTRONIC FILES.
5. PAPER SUBMITTALS: SUBMIT THREE PAPER COPIES OF EACH SUBMITTAL UNLESS OTHER WISE INDICATED. ENGINEER WILL RETURN TWO COPIES.
6. COLLECT SUBMITTAL DATE INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT.
MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICH PRODUCTS AND OPTIONS ARE APPLICABLE. INCLUDE THE FOLLOWING INFORMATION, AS
APPLICABLE:
A. MANUFACTURER'S CATALOG CUTS.
B. MANUFACTURER'S PRODUCT SPECIFICATIONS.
C. STATEMENT OF COMPLIANCE WITH SPECIFIED REFERENCED STANDARDS.
D. NOTATION OF COORDINATION REQUIREMENTS.
E. WIRING DIAGRAMS SHOWING FACTORY-INSTALLED WIRING.
F. PRINTED PERFORMANCE CURVES.
G. OPERATIONAL RANGE DIAGRAMS.
H. CLEARANCES REQUIRED TO OTHER CONSTRUCTION, IF NOT INDICATED ON ACCOMPANYING SHOP DRAWINGS.
7. CONTRACTOR SHALL REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL STAMP BEFORE SUBMITTING TO ENGINEER. APPROVAL STAMP: STAMP SHALL STATE THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS
AND INITIALLED AND DATED BY CONTRACTOR.
8. ENGINEER WILL REVIEW EACH SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR REVISIONS REQUIRED, AND RETURN IT. ENGINEER WILL STAMP EACH SUBMITTAL WITH AN ACTION STAMP AND WILL MARK STAMP APPROPRIATELY TO INDICATE ACTION.
9. ENGINEER WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR CONTRACTOR'S APPROVAL STAMP AND INITIALS AND WILL RETURN THEM WITHOUT ACTION.
INCOMPLETE SUBMITTALS ARE UNACCEPTABLE, WILL BE CONSIDERED NONRESPONSIVE, AND WILL BE RETURNED FOR RESUBMITTAL WITHOUT REVIEW.
SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS MAY NOT BE REVIEWED AND MAY BE DISCARDED
10. SUBSTITUTIONS
A. SUBSTITUTION OFFERS OWNER A SUBSTANTIAL ADVANTAGE IN COST, TIME, ENERGY CONSERVATION, OR OTHER CONSIDERATIONS.
B. SUBSTITUTION DOES NOT REQUIRE EXTENSIVE REVISIONS TO THE CONTRACT DOCUMENTS. CONTRACTOR SHALL COMPENSATE ENGINEER FOR
ANY REDESIGN AND EVALUATION SERVICES INCLUDING CHANGES REQUIRED BY AUTHORITY HAVING JURISDICTION.
C. SUBSTITUTION WILL NOT ADVERSELY AFFECT CONSTRUCTION SCHEDULE.
D. SUBSTITUTION HAS RECEIVED NECESSARY APPROVALS OF AUTHORITIES HAVING JURISDICTION.
E. SUBSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS OF THE WORK.
F. SUBSTITUTION PROVIDES SPECIFIED WARRANTY.
G. SUBSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS OF THE WORK, AND IS ACCEPTABLE TO ALL CONTRACTORS INVOLVED.
H. CONTRACTOR SHALL ASSUME ANY ADDITIONAL CONSTRUCTION COSTS AS A RESULT OF THE SUBSTITUTION.
1. CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE TESTING, ADJUSTING AND BALANCING FOR THIS PROJECT. TESTING, ADJUSTING AND
BALANCING SHALL BE DONE IN ACCORDANCE WITH THESE NOTES.
2. THE FOLLOWING MECHANICAL (HVAC) SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED:
A. AIR HANDLING UNITS AND RELATED SUPPLY AND RETURN DUCTWORK, INCLUDING ALL AIR INLETS AND OUTLETS
AND AIR HANDLING UNIT OUTSIDE AIR.
B. EXHAUST FANS.
3. PRIOR TO COMMENCING ANY WORK; REVIEW CONTRACT DOCUMENTS, TESTING,ADJUSTING AND BALANCING STRATEGIES AND
STEP-BY-STEP PROCEDURES.
4. CONTRACTOR PROVIDING TESTING, ADJUSTING AND BALANCING SHALL BE CERTIFIED BY EITHER AABC OR NEBB.
5. TESTING, ADJUSTING AND BALANCING REPORT FORMS SHALL BE STANDARD FORMS FROM EITHER AABC OR NEBB.
6. CONTRACTOR SHALL COORDINATE THE EFFORTS OF FACTORY-AUTHORIZED SERVICE REPRESENTATIVES FOR SYSTEMS AND EQUIPMENT. HVAC CONTROLS INSTALLERS, AND OTHER MECHANICS TO OPERATE HVAC SYSTEMS AND EQUIPMENT TO SUPPORT AND
ASSIST THE TESTING , ADJUSTING AND BALANCING ACTIVITIES.
7. CONTRACTOR SHALL VERIFY QUANTITIES AND LOCATIONS OF BALANCING DEVICES. CONTRACTOR SHALL VERIFY THAT THESE BALANCING DEVICES ARE ACCESSIBLE AND APPROPRIATE FOR BALANCING AND FOR EFFICIENT SYSTEM EQUIPMENT OPERATION PRIOR
TO COMMENCEMENT OF WORK..
8. CONTRACTOR SHALL PERFORM TESTING AND BALANCING PROCEDURES IN EACH AIR AND WATER SYSTEM.
9. HVAC SYSTEM AIR AND WATER FLOW RATES SHALL BE WITHIN THE FOLLOWING TOLERANCES:
A. SUPPLY: PLUS 5 TO PLUS 10 PERCENT
B. RETURN: PLUS 5 TO PLUS 10 PERCENT
C. EXHAUST FANS: PLUS 5 TO PLUS 10 PERCENT
D. EQUIPMENT WITH FANS: PLUS 5 TO PLUS 10 PERCENT
E. AIR OUTLETS AND INLETS: 0 TO MINUS 10 PERCENT
F. DOMESTIC HOT WATER RECIRCULATING FLOW RATE: 0 TO MINUS 10 PERCENT.
10. FINAL BALANCING REPORT SHALL INCLUDE THE FOLLOWING:
A. TEST CONDITIONS FOR FANS AND PUMPS
B. SYSTEMS DIAGRAMS
C. AIR CONDITIONING UNIT TEST REPORTS
D. APPARATUS COIL TEST REPORTS
E. ELECTRCIAL-COIL TEST REPORTS
F. FAN TEST REPORTS
G. DUCT TRANSVERSE REPORTS
H. AIR-TERMINAL DEVICE REPORTS
I. SYSTEM COIL REPORTS
J. PUMP TEST REPORTS
11. ADDITIONAL TESTING AND BALANCING SHALL BE MADE AS DIRECTED BY THE DESIGN ENGINEER TO CORRECT UNUSUAL CONDITIONS.
ADDITIONAL TESTING WILL NOT EXCEED THREE DAYS DURING THE FIRST SIX MONTHS OF OPERATION.
12. IF INITIAL TESTING AND BALANCING PROCEDURES WERE NOT PERFORMED DURING THE NEAR-PEAK SUMMER AND WINTER CONDITIONS, PERFORM ADDITIONAL TESTING, ADJUSTING DURING NEAR-PEAK SUMMER AND WINTER CONDITIONS.
13. CONTRACTOR TO PROVIDE THREE (3) COPIES OF THE TESTING, ADJUSTING AND BALANCING REPORT FOR REVIEW.
FLORIDA BUILDING CODE SEVENTH
EDITION (2020) ENERGY CONSERVATION
COMPLIANCE
THE DESIGN COMPLIES WITH SECTION C401.2 APPLICATION ITEM 3:
THE REQUIREMENTS OF SECTION C402.5, C403.2, C404, C405.2, C405.4,
C405.5, C407 AND C408. THE BUILDING ENERGY COST SHALL BE EQUAL
TO OR LESS THAN 85 PERCENT OF THE STANDARD REFERENCE DESIGN
BUILDING.
HVAC SYMBOLS
SYMBOL DESCRIPTION
NEW DUCT WORK
FLEXIBLE DUCT
SUPPLY AIR DUCT WORK
RETURN AIR OR EXHAUST DUCT WORK
DUCT WORK TRANSITION
90° ELBOW WITH TURNING VANES
MANUAL AIR VOLUME CONTROL DAMPER
SUPPLY AIR DEVICE
RETURN AIR DEVICE
EXHAUST AIR DEVICE
WALL MOUNTED THERMOSTAT
DUCT SMOKE DETECTOR
DIFFUSER DEVICE TYPE - AIR QUANTITY
EXISTING
EQUIPMENT DESIGNATION TAG
REFRIGERATION PIPING
CONDENSATE PIPING ON ROOF
FIRE DAMPER
R
OR
SD
T
A 100
RTU-10
FD
(E)
TYPICALTYP.
REVISION REFERENCE
RADIUS ELBOW
WALL MOUNTED TEMPERATURE SENSORS
STATIC PRESSURE SENSORSP
FIRE/SMOKE DAMPERF/SD
CONDENSATE DRAIN PIPINGCD
CLEANOUTCO
ANSUL SYSTEM PULL STATIONPS
ACCESS DOOR/PANEL
SMOKE DAMPERSD
UC 1" DOOR UNDERCUT
CONNECT TO EXISTING
POINT OF DEMOLITION
DRAWING NO.
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
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P H
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FL# 69779
H A L L
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M0.1
MECHANICAL
GENERAL INFORMATION
SUBMITTED FOR 100% CD's - NOT FOR CONSTRUCTION
AIR DEVICE SCHEDULE
TAG MFG./CAT. # TYPE NECK FRAME FINISH NOTES
A METAL AIRE
5700-AL CD
SEE PLANS 12 x 12
BAK. WHT. ENAMEL 1,2,3,4,5
SEE PLANS 24 x 24
B METAL AIRE
CC5 RAR/TG 22 x 22 (MAX 1280 CFM) 24 x 24 BAK. WHT. ENAMEL 1,2,4,6
C METAL AIRE
RH EAR/RAR SEE PLANS SEE PLANS BAK. WHT. ENAMEL 1,2,4,6
DEVICE TYPE LEGEND:
CD = CEILING DIFFUSER
RAR = RETURN AIR REGISTER
EAR = EXHAUST AIR REGISTER
SAR = SUPPLY AIR REGISTER
NOTES:
1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH CEILING TYPE AS CALLED FOR BY
ARCHITECT.
2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH.
3. CEILING DIFFUSERS SHALL BE 4-WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON PLANS WITH
DIRECTIONAL ARROW(S).
4. IF NECESSARY, PROVIDE TOP HAT FOR GRILLES REGISTERS AND DIFFUSERS.
5. PROVIDE EQUALIZING GRID (PRICE MODEL FR). FOR DIFFUSERS TAPPED DIRECTLY FROM BOTTOM
OF DUCT, PROVIDE OPPOSED BLADE DAMPER.
6. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS.
D
METAL AIRE
VH SAR SEE PLANS SEE PLANS BAK. WHT. ENAMEL 1,2,4,6
EXISTING SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE
MARK AREA
SERVED
NOMINAL
TONS
INDOOR UNIT COOLING
CAPACITY OUTDOOR UNIT EQUAL TO
NOTESFAN ELECTRIC
HEATER UNIT POWER
WEIGHT
(LBS.)
TC
(MBH)
SC
(MBH)
UNIT POWER
WEIGHT
(LBS.)
SEER
[IEER] MFG.
MODEL
(INDOOR/OUTDOOR)
CFM O/A
E.S.P.
(IN.) HP KW CONTROL
STAGES V/Ø MCA MOCP V/Ø MCA MOCP
OFFICESAHU-1(E) / CU-1(E) 3,000 - SEE NOTES2.4 1 39.8 40 385 - - - - - -- 208/3 CARRIER7.5 208/37.5
NOTES:
8. EXISTING AIR HANDLING SYSTEMS ARE SHOWN FOR REFERENCE ONLY.
40RUQA08A2A / -
1. PROVIDE UNITS WITH PROGRAMMABLE FACTORY THERMOSTAT.
2. PROVIDE 5 MINUTE ANTI CYCLE TIMER.
3. PROVIDE SMOKE DETECTOR IN SUPPLY DUCT AS INDICATED ON PLANS.
4. PROVIDE UNIT WITH HAIL GUARD.
5. PROVIDE WITH MANUFACTURER'S MOTOR AND DRIVE PACKAGE AS REQUIRED TO MEET SCHEDULED AIR CAPACITIES AND PRESSURE DROP.
6. PROVIDE UNITS WITH WATER-LEVEL MONITORING DEVICE.
7. PROVIDE CONSTRUCTION FILTERS FOR RETURN AIR OPENINGS DURING INSTALLATION. REPLACE FILTERS USED DURING CONSTRUCTION WITH NEW FILTERS.
9. EXISTING SYSTEM SHALL BE TESTED AND BALANCED FOR EXISTING AIRFLOW PRIOR TO COMMENCEMENT OF NEW WORK. BALANCE SYSTEM TO NEW LISTED AIRFLOWS AS REQUIRED.
D
1.2 5 D
MAX. 20° TRANSITION 0.25 D (4" MIN. PER SMACNA)
RECTANGULAR DUCT
VOLUME DAMPER
FLEX DUCT OR ROUND SHEET METAL
DUCT. FLEX DUCT MAX. 8'-0" LONG,
USE CLAMP TO ATTACH FLEX DUCTS
AND SEAL. SUPPORT DUCT EVERY
FOUR FEET FROM STRUCTURE
CONICAL FITTING WITH
LOCKING TYPE VOLUME
DAMPER.
SUPPLY DUCT SPIN-IN FITTING
WITH DAMPER
INSULATED ROUND
FLEXIBLE DUCT
(MAX. 8'-0" LONG)
SIZE TO MATCH
DIFFUSER NECK.
INSULATION
CEILING DIFFUSERCEILING
ROUND METAL DUCT
(EXTERNAL INSULATION)
4'-0" MAXIMUM
MAXIMUM SAG 1/2" PER FOOT
OF SUPPORT SPACING.
METAL STRAP
1-1/2" MINIMUM
FLEXIBLE DUCT
NOTES:
DUCT SHOULD EXTEND STRAIGHT FOR
SEVERAL INCHES FROM A CONNECTION
BEFORE BENDING.
SUPPORT SYSTEM MUST NOT DAMAGE DUCT
OR CAUSE OUT OF ROUND SHAPE.
1.
2.
SCREWS
HANGER
STRAPS
2" MIN. BAND OF SAME SIZE
AS HANGER STRAP
HANGER
STRAP
NOTE:
HANGER STRAP SIZE PER SMACNA.
FASTENER
STRAP OR
ANGLE
ROD
SIZE BOLT(S)
FOR LOAD
STRAP
STRAP OR
ANGLE
ROD
SIZE BOLT(S)
FOR LOAD
STRAP
ROD
NUTS
ANGLE
ALTERNATE LOCATION
(VERIFY UPPER TRAPEZE
LOAD CAPACITY)
HANGER
RODS, WIRES
OR STRAPS
HANGERS MUST NOT
DEFORM DUCT
BAND ONE HALF-ROUND MAY BE
USED IF DUCT SHAPE IS MAINTAINED
REINFORCEMENT MAY BE
USED FOR ATTACHMENT IF IT
QUALIFIES FOR BOTH
DUTIES.
DO NOT EXCEED ALLOWABLE
LOAD LIMITS
RECTANGULAR DUCT HANGERS (MIN. SIZE)
MAX. HALF OF
DUCT
PERIMETER
PAIR AT 8 FT SPACING
P/2 = 30" 1" x 22 ga.
P/2 = 72" P/2 = 96" P/2 = 120" P/2 = 168" P/2 = 192"
P/2 = 193" UP
STRAP WIRE / ROD
10 ga. (.135")
1" x 20 ga. 1/4" 1" x 18 ga. 3/8" 1" x 16 ga. 3/8"
1-1/2" x 16 ga. 1/2" 1-1/2" x 16 ga. 1/2"
WHEN STRAPS ARE LAP JOINED USE THESE MINIMUM FASTENERS.
1" x 18, 20, 22 ga., - TWO #10 OR ONE 1/4" BOLT 1" x 16 ga. - TWO 1/4" DIA.
1-1/2" x 16 ga. - TWO 3/8" DIA.
PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE
SPECIAL ANALYSIS REQUIRED
ROUND DUCT HANGERS (MIN. SIZE)
DIA.
10" DN
11" - 18" 19" - 24" 25" - 36" 37" - 50" 51" - 60" 61" - 84"
NOTES:
1. STRAPS ARE GALVANIZED STEEL: RODS ARE UNCOATED OR GALVANIZED
STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC, OR GALVANIZED STEEL. ALL
ARE ALTERNATIVES.
a. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINT SYSTEMS
PLUS ONE LB/SF INSULATION WEIGHT. IF HEAVIER DUCTS ARE TO BE
INSTALLED, ADJUST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS.
HANGER SPACING MAY BE ADJUSTED BY SPECIAL ANALYSIS.
b. DESIGNERS: FOR INDUSTRIAL GRADE SUPPORTS, INCLUDING SADDLES, SINGLE LOAD TRAPEZE LOADS, LONGER SPANS AND FLANGE JOINT LOADS, SEE SMACNA'S ROUND INDUSTRIAL DUCT CONSTRUCTION STANDARDS.
MAXIMUM
SPACING WIRE DIA. ROD STRAP
12" 12" 12" 12" 12" 12" 12"
(1) 12 ga.
(2) 10 ga.
(2) 12 ga. OR (1) 8 ga.
(2) 8 ga.
1/4" 1/4" 1/4" 3/8"
(2) 3/8"
(2) 3/8"
(2) 3/8"
1" x 22 ga.
1" x 22 ga.
1" x 22 ga.
1" x 20 ga.
(2) 1" x 20 ga.
(2) 1" x 18 ga.
(2) 1" x 16 ga.
NOTES:
1. DIMENSIONS OTHER THAN GAGE ARE IN INCHES.
2. TABLE ALLOWS FOR DUCT WEIGHT, 1 LB/SF INSULATION WEIGHT AND NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO
EXTERNAL LOADS.
a. FOR CUSTOM DESIGN OF HANGERS, DESIGNERS MAY CONSULT SMACNA'S RECTANGULAR INDUSTRIAL DUCT STANDARDS, THE
AISI COLD FORMED STEEL DESIGN MANUAL AND THE AISC STEEL CONSTRUCTION MANUAL.
b. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL.
c. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 ga. MAXIMUM, EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W) IS
OVER 60" THEN P/2 MAXIMUM IS 1.25 w.
d. 12, 10 OR 8 ga. WIRE IS STEEL OF BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED TYPE.
SINGLE HANGER MAXIMUM ALLOWABLE LOAD
STRAP WIRE OR ROD (DIA.)
1" x 22 ga. - 260 LBS.
1" x 20 ga. - 320 LBS.
1" x 18 ga. - 420 LBS.
1" x 16 ga. - 700 LBS.
1-1/2" x 16 ga. - 1100 LBS.
0.106" - 80 LBS.
0.135" - 120 LBS.
0.162" - 160 LBS.
1/4" - 270 LBS
3/8" - 680 LBS.
1/2" - 1250 LBS.
5/8" - 2000 LBS.
3/4" - 3000 LBS.
SMACNA TABLE 5-2
SMACNA TABLE 5-1
9 Branch Duct Detail
NOT TO SCALE
6 Ceiling Diffuser Runout Detail NOT TO SCALE3 Flex Duct Support Detail
NOT TO SCALE 4 Rectangular/Round Duct Hanger Detail NOT TO SCALE 5 Rectangular/Round Duct Hanger Detail
NOT TO SCALE
1 Rectangular Duct Hangers NOT TO SCALE 2 Round Duct Hangers
NOT TO SCALE
NOTE:
PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF WHERE DUCT DIMENSION
DOES NOT PERMIT CONICAL FITTING.
SEAL AIRTIGHT
WITH GLASS FAB
AND MASTIC
(TYPICAL)
SPIN-IN FITTING
WITH VOLUME DAMPER
SUPPORT
STRAP
HANGER (TYP.)
MAXIMUM ALLOWABLE
LENGTH OF AHCA
APPROVED FLEX
DUCT 4'-0"
INSULATION
SEAL AIRTIGHT
DUCT
SURVEYORS
FLUORESCENT FLAG
AHCA APPROVED FLEX DUCT
T-BAR FRAME
CEILING
DIFFUSER
NOTE:
PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSION
DOES NOT PERMIT CONICAL FITTING.
SHEETMETAL
DUCT
SPIN-IN FITTING
VOLUME DAMPER
WITHIN 4'-0"
OF DIFFUSER OR
PROVIDE CABLE
OPERATOR
HANGER (TYP.)
SUPPORT
TRAP
INSULATION
PLASTER FRAME
DIFFUSER
HARD
CEILING
SURVEYORS FLUORESCENT FLAG
SEAL AIRTIGHT
GLASS FAB AND
MASTIC (TYPICAL
ALL JOINTS)
DUCT
7 Lay-In Ceiling Diffuser Detail NOT TO SCALE 8 Hard Ceiling Diffuser Detail
NOT TO SCALE
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MECHANICAL SCHEDULES
AND DETAILS
SUBMITTED FOR 100% CD's - NOT FOR CONSTRUCTION
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A-175 8"Ø
TG TG TG
TG TG TG
TG TG
TG
TG
C-3000 36X24
TG TG
TG
TG TG
X1
TG
TG
TG
A-235 8"Ø
A-235 8"Ø
A-235 8"Ø
A-230 8"Ø
12"Ø 12"Ø 12"Ø
10"Ø 10"Ø
A-150 6"Ø
A-150 6"Ø
A-200 8"Ø
A-220 8"Ø
A-220 8"Ø A-200
8"Ø
A-200 8"Ø
A-200 8"Ø
14"Ø
"Ø12
"Ø
"Ø
30X20
A-175 8"Ø
A-175 8"Ø
36X14 10'-0" CLG
7'-0" BOTTOM
OF SOFFIT
FINISHED FLOOR
36X24 RETURN
GRILLE
30X20 RETURN
DUCT BEYOND
EXISTING MECH.
ROOM OPENING
M1 .12
T
AHU-1(E)3
AHU-1(E)
OPEN RETURN DUCT
TO TRANSFER THRU
EXISTING WALL OPENING
DRAWING NO.
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FL# 69779
H A L L
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MECHANICAL - FLOOR PLAN 1
M1.1
N
M1.1
MECHANICAL FLOOR PLAN
GRAPHIC SCALE
GENERAL PLAN NOTES:
1. COORDINATE EXACT LOCATIONS OF MECHANICAL EQUIPMENT WITH ALL
DISCIPLINES AND MAINTAIN REQUIRED CLEARANCES.
2. DUCTWORK CONNECTIONS TO EQUIPMENT TO BE SIZE OF UNIT OPENING.
3. ALL WORK TO COMPLY WITH THE 2023 FLORIDA BUILDING CODE -
MECHANICAL, EIGHTH EDITION AND REGULATIONS OF LOCAL AUTHORITY
HAVING JURISDICTION.
4. THE MECHANICAL LAYOUT INDICATED ON THE PLANS IS SCHEMATIC AND
LAYOUT IS TO PROVIDE ACCESS TO ALL SPACES. CONTRACTOR MUST
PROVIDE AN ENGINEERED SYSTEM THAT MEETS ALL REQUIRED CRITERIA.
5. MECHANICAL CONTRACTOR SHALL BE LICENSED IN THE STATE WHERE THE
WORK IS TO BE PERFORMED.
6. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL PREPARE AND
FURNISH OPERATION AND MAINTENANCE INSTRUCTIONS TO OWNER.
7. ALL MECHANICAL WORK SHALL COMPLY WITH MANUFACTURER'S
RECOMMENDED INSTALLATION.
8. EXISTING SYSTEM SHALL BE TESTED AND BALANCED FOR EXISTING
AIRFLOW PRIOR TO COMMENCEMENT OF NEW WORK. BALANCE SYSTEM
TO NEW LISTED AIRFLOWS AS REQUIRED.
9. REPAIR EXISTING DUCTWORK AND SEAL AIRTIGHT AS NECESSARY.
PREPARE EXISTING DUCTWORK FOR NEW BRANCH CONNECTIONS.
MECHANICAL PLAN KEY NOTES:
PROVIDE LOUVERED DOOR TO ALLOW FOR TRANSFER OF AIR. REFER TO
ARCHITECTURAL DRAWINGS FOR DOOR SCHEDULE AND LOUVER SIZE.
RETURN DUCTWORK TO TERMINATE IN CHASE. EXISTING OPENING AT WALL
TO REMAIN TO ALLOW RETURN AIR TO TRANSFER BACK TO EXISTING AHU.
RELOCATE EXISTING AHU-1 THERMOSTAT TO LOCATION SHOWN.
MECHANICAL SECTION 2
M1.1
SUBMITTED FOR 100% CD's - NOT FOR CONSTRUCTION
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ENTRY
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CORRIDOR
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STATION
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TECH.
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STATION
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TECH.
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OFFICE
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OFFICE
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OFFICE
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OFFICE
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OFFICE
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OFFICE
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OFFICE
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OFFICE
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STORAGE
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OFFICE
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CLOSET
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IT
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CONFERENCE
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MECH.
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EXIST.
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/4"=1'-0"
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AutoCAD SHX Text 11'
AutoCAD SHX Text 7'
4'
POWER PLAN SCALE: 1/4" = 1'-0"
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LIGHTING PLAN SCALE: 1/4" = 1'-0"
AE PROJECT NUMBER
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| Sheets and Views |
| CS |
| A2.0.pdf |
| Sheets and Views |
| A2.0 |
| A2.0D.pdf |
| Sheets and Views |
| A2.0D |
| A2.1.pdf |
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| A2.1 |
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| A4.0 |
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| A6.0 |
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| Layout1 |
| A1.0.pdf |
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| Layout1 |
| NSB Finance Department - Mechanical 100_ CD Set_2.2.2026.pdf |
| M0.1 - MECHANICAL GENERAL INFORMATION |
| Sheets and Views |
| M0.1 - MECHANICAL GENERAL INFORMATION |
| M0.2 - MECHANICAL SCHEDULES AND DETAILS |
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| M0.2 - MECHANICAL SCHEDULES AND DETAILS |
| M1.1 - MECHANICAL FLOOR PLAN |
| Sheets and Views |
| M1.1 - MECHANICAL FLOOR PLAN |
| E1.0.pdf |
| Sheets and Views |
| Model |
| E2.0.pdf |
| Sheets and Views |
| Model |
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