Mechanical_Schedules_&_Details.pdf

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Construction Manager at Risk Services for the Orange County Convention Center West Building BAS and HVAC Upgrades
Solicitation number
Y26-813
Issued by
Orange County, Orlando City, Florida

About this file

Written by GovTribe AI ·

This document set comprises mechanical schedules and details prepared by SGM Engineering, Inc. for the Orange County Convention Center West Building BAS and HVAC Upgrades project in Orange County, Florida. The drawings are part of the Construction Manager at Risk Services procurement (Y26-813) with sealed responses due by 4:00 pm EST on Tuesday, September 15, 2026. The project includes significant building system upgrades with an estimated design cost of $4,652,763.34 and an estimated construction cost of $51,839,337.00. The mechanical schedules and details document the Building Automation System (BAS) and HVAC upgrade specifications for the West Building, prepared at 100% construction document phase with drawings dated February 7, 2025. The documents are prepared under the engineering direction of Bobak Shahnami, Florida Licensed Professional Engineer No. 78419, with project number 2023-070.

The mechanical design documentation includes detailed schedules across sheets M701-M712 and technical details across sheets M801-M803, specifying equipment pad mounting requirements, ductwork installation standards, damper and valve configurations, support systems, condensate drainage arrangements, and controls integration. The drawings establish construction standards for flexible duct support with maximum spacing of four feet, duct smoke detector installation per NFPA 90A and 72, fire and smoke damper specifications with UL testing requirements, and variable air volume (VAV) terminal unit installation details. All drawings are marked "DO NOT SCALE" with instructions that contractors must verify dimensions and site conditions, and that all work must comply with manufacturer's specifications and recommendations where requirements conflict. Responses must be submitted electronically through the OpenGov e-Procurement Platform, with hand delivery, mail, telephone, fax, or email submissions rejected.

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OCCC West Building BAS & HVAC Upgrades

Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M701

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M702

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M703

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M704

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M705

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M706

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M707

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M708

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M709

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M710

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M711

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL SCHEDULES

M712

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text Issue:

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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AIR HANDLING UNIT CASING

3/4" NEOPRENE MAT

FLOOR SLAB

AHU BASERAIL

AHU EQUIPMENT PAD DETAIL

NOT TO SCALE

DUCT ATTACHMENT DETAIL

FLEX DUCT SUPPORT

DUCT SMOKE DETECTOR

SUCH AS REMOTE TEST STATIONS.

REGARDING SMOKE DETECTOR WIRING AND ACCESSORIES

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION2.

INSTALLATION SHALL COMPLY WITH NFPA 90A AND NFPA 72.

MANUFACTURER'S RECOMMENDED DIFFERENTIAL PRESSURE.

TEST OF SMOKE DETECTOR - INDICATE COMPLIANCE WITH

MORE STRINGENT WILL GOVERN. PROVIDE DIFFERENTIAL PRESSURE

INDICATED ABOVE. WHERE REQUIREMENTS ARE IN CONFLICT, THE

MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND REQUIREMENTS

INSTALL DUCT SMOKE DETECTORS IN ACCORDANCE WITH DETECTOR1.

PROVIDE END SUPPORT

FOR DUCTS EXCEEDING 36"

NOTES:

MANIFOLD INLET

FLOW

ACCESS DOOR

AIR

EXTERIOR OF INSULATION

SHEETMETAL BRACKET DISTANCE

DUCT INSULATION

FROM DUCT TO MATCH

1/2 OF DUCT WIDTH

EXHAUST TUBE

PLAN

GENERAL CONTRACTOR TO COORDINATE.

SMOKE DETECTOR SPECIFIED UNDER DIV.

26 AND INSTALLED UNDER DIV. 23

NOTES:

DOOR SIZE (in)

F.D. ACCESS DOOR SIZE

19 THRU 24

25 THRU 36

6 THRU 18

37 AND UP

DUCT W (in)

12 X 18

18 X 18

12 X 18

6 X 12

APPLY DUCT INSULATION OVER RETAINING ANGLES ONLY AFTER FINAL INSPECTION.

INSTALLATION INSTRUCTIONS AND REQUIREMENTS INDICATED ABOVE. WHERE REQUIREMENTS ARE

INSTALL FIRE/SMOKE DAMPERS IN ACCORDANCE WITH DAMPER MANUFACTURER'S

IN CONFLICT, THE MORE STRINGENT WILL GOVERN.

PROVIDE NUMBER OF ACCESS DOORS TO FACILITATE REMOVAL OF ALL FUSIBLE LINK ELEMENTS.

FIRE/SMOKE DAMPERS AND RESPECTIVE ACTUATORS SHALL BE UL TESTED AND LABELED AS AN

RUN CAULKING BEAD ALONG ANGLE AT WALL AND SLEEVE AT WALL TO PREVENT SMOKE MIGRATION.

CAULKING SHALL BE UL LISTED.

WALL THICKNESS VARIES, SEE ARCHITECTURE PLANS.

PROVIDE CLEARANCE BETWEEN DAMPER SLEEVE AND OPENING AT A MINIMUM OF 1/8" PER FOOT OF

ASSEMBLY. FURNISH EACH ACTUATOR WITH AN END SWITCH TO PROVE "OPEN" POSITION.

HEIGTH (OR WIDTH).

7.

6.

5.

4.

3.

2.

1.

8. VERTICAL DAMPER ILLUSTRATED SHOWN. HORIZONTAL DAMPER INSTALLATION IS SIMILAR.

COMBINATION SMOKE/FIRE DAMPER

KEY NOTE

1. ACTUATOR OUTSIDE OF AIRSTREAM

(LOCATION MAY VARY). DAMPER MAY BE

SUPPLIED WITHOUT ACTUATOR

INSTALLED. RUSKIN'S UL LISTED FIRE

DAMPER ACTUATORS MAY BE FIELD

INSTALLED IF PROPERLY LABELED. SEE

ACTUATOR INSTALLATION INSTRUCTIONS

FOR FIELD MOUNTING OF DAMPER

ACTUATORS.

2. OPTIONAL FIRESTAT OR SP100

3. AUXILLARY OPERATING JACK SHAFT

4. DAMPER

5. OVER CENTER LOCK

6. SLEEVE

7. CAULKING MATERIAL (MAY BE ON EITHER

SIDE OF DAMPER FRAME

8. PFMA OR CONVENTIONAL MOUNTING

ANGLES

9. S-JOINT/DUCT MATE, SLEEVE TO DUCT

BASED ON RUSKIN FSD36

NTS

SMOKE DAMPER INSTALLATION DETAIL

BASED ON RUSKIN SD36

SD34, SD35, SD36, SD37, SD50, OR SD60

MULTIPLE BLADE LEAKAGE RATED DAMPER

INSTALLED WITHIN A DUCT OR SLEEVE

(SD50/SD60 SHOWN)

DAMPER MARKING MAY BE FIELD INSTALLED.

LISTED FIRE DAMPER OPERATORS SPECIFIED ON

CAULKING MATERIAL

DUCT OUTLET

SMOKE BARRIER

FOR FIELD MOUNTING OF DAMPER OPERATORS.

SEE OPERATOR/ACTUATOR INSTALLATION INSTRUCTIONS

OPERATOR/ACTUATOR INSTALLED. RUSKIN'S UL

DAMPER MAY BE SUPPLIED WITHOUT

OPERATOR/ACTUATOR

#8 MIN FASTENER

DUCT (SLEEVE)

DAMPER

6.

7.

4.

5.

ITEM.

3.

2.

1.

DESCRIPTION

1 5

1" M

IN

TY

PI

CA

L

OV

ER

LA

P

ON

A

LL

S

ID

ES

OF

D

AM

PE

R

1/ 4"

M

IN .

6" MIN.

DUCT

WALL

1 FIRE DAMPER INSTALLATION DETAIL

2 3

AUTOMATIC AIR VENT DETAIL

8" MPT X 38" ODF ADAPTER

AUTOMATIC AIR VENT

GLOBE VALVE

4" I.P.S.

8" SOFT COPPER DRAIN

TO NEAREST FLOOR DRAIN

OCCC West Building BAS & HVAC Upgrades

Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL DETAILS

M801

AutoCAD SHX Text

4" THICK

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

STANDING S

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PLAIN "S" SLIP

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DRIVE SLIP JOINT

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STANDING S (ALT.)

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(ANGLE REINFORCED)

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STANDING S

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STANDING S

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STANDING S

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(BAR REINFORCED)

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DOUBLE "S" SLIP

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HEMMED "S" SLIP

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INSIDE SLIP JOINT

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NTS

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1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL

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INCHES FROM A CONNECTION BEFORE BENDING.

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2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR

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CAUSE OUT-OF-ROUND SHAPE.

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4'-0" MAXIMUM

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MAX. SAG 1/2" PER FOOT

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OF SUPPORT SPACING.

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FLEXIBLE DUCT

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%%UNOTES:

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NTS

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METAL STRAP

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1-1/2" MINIMUM

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NTS

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NTS

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text CONNECT TO CHW PIPING WHERE SHOWN, AT ALL HIGH POINTS OF SYSTEM AND ALL POINTS WHERE AIR POCKETS ARE CREATED

AutoCAD SHX Text Sheet Number:

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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1500-M801-2023070.DWG

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AS SHOWN

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TRAPEZE HANGERS DETAIL

SIZE BOLT(S) FOR

LOAD

STRAP OR ANGLE

ROD

MANUAL DAMPER

AT SINGLE BRANCHRETURN DUCT WITH DAMPER

BRANCH DUCT

W

1/3" W, 6" MIN.

RETURN AIR DUCT

AI

R

FL

OW

AIR FLOW

NOTE:

1.

2.

DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT

EXTERIOR INSULATION.

DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION

SHALL BE SIMILAR FOR MULTI-BLADE DAMPERS & ROUND DAMPERS.

SPECIFIED

DAMPER BLADE

1/8" [6mm] CLEARANCE

ALL AROUND

CONFIGURE END BEARING

TO ENABLE LEAK PROOF

SEAL AT PENETRATION

INSIDE END BEARING

HANDLE WITH

LOCKING QUADRANT

INSULATION

STAND-OFF

1/2" [15mm] ROUND

ROD PIN

DUCT

STIFFEN BLADE

AS REQUIRED

SIDE ELEVATION SECTION

WHERE

DUCT INSULATION

NTS

SINGLE BLADE MANUAL DAMPER

AND JOINT STRUCTURE

HANGER ROD MOUNTING - BAR STEEL

NTS

NOTE:

ADDITIONAL HANGER RODS AT SPACINGS WHICH CONFLICT WITH

SPACING REQUIREMENTS. SPACE HANGER RODS EVENLY. PROVIDE

REFER TO SPECIFICATIONS FOR PIPE/DUCT HANGER TYPES AND

STRUCTURAL STEEL DECK

NOTE:

CONCRETE JOIST.

DOUBLE NUTS

THREADEDAND WASHERS

2" AND LARGER USE 3" X 3" X 1/4" ANGLE

FOR ALL DUCTWORK SIZES AND PIPES UNDER 2"

IN SIZE USE 1-1/2" X 1-1/2" X 1/4" ANGLE. ALL PIPES

SPAN TWO JOISTS MINIMUM

STEEL ANGLE

TYPICAL DUCTWORK OFFSET

FIELD REQUIRED OFFSETS.

WORK OF OTHER TRADES TO MINIMIZE

COORDINATE INSTALLATION OF DUCT WITH4.

INDICATED ON DUCTWORK FLOOR PLANS.

PROVIDE OFFSETS OF CONFIGURATIONS3.

NOTES:

45° SMOOTH RADIUS ELBOWS

r/H EQUALS A MINIMUM OF 1.5

2.

1.

HANGER RODS

VARIABLE VOLUME TERMINAL

AIR FLOW

MAIN DUCT (MEDIUM

PRESSURE SYSTEM)

DROP CEILING

STRAIGHT ROUND DUCT LENGTH

EQUAL TO 4 X DIAMETER OF CAV

INLET SIZE. (MINIMUM 36")

ELECTRIC ACTUATOR

BY ATC CONTRACTOR

AUTOMATIC TEMPERATURE

CONTROL AND ENCLOSURE

(BY ATC CONTRACTOR)

LOW PRESSURE

DUCTWORK SYSTEMELECTRIC

HEATING COILVARIABLE VOLUME BOX

FLOW SENSOR

TRANSITION (RECTANGULAR TO

ROUND)

UNIT INSTALLATION DETAIL

NTS

NOTES:

1. ARRANGE ACCESS TO PERMIT EASY FIELD BALANCE AND MAINTENANCE OF TERMINAL UNIT.

2. MECHANICAL CONTRACTOR SHALL COORDINATE CONTROLS ON LEFT OR RIGHT SIDE AS REQURIED BY

FIELD CONDITIONS.

3. ATC CONTRACTOR SHALL PROVIDE TRANSFORMER FOR EACH VAV TERMINAL. COORDINATE WITH

ELECTRICAL CONTRACTOR.

RETURN/EXHAUST REGISTER DETAIL

DEVICE (SEE SCHEDULE)

RETURN/EXHAUST AIR

EQUAL TO NECK SIZE

CEILING

SPIN IN FITTING

MANUAL DAMPER

SPIN IN FITTING

OR EQUIVALENT FREE AREA

ROUND DUCT RUNOUT

RECTANGULAR DUCT

SIZE

8"Ø

CFM RANGE

125 - 210

215 - 330

335 - 470

625 - 740

10"Ø 12"Ø

15"Ø

NTS

16X16 AND LARGER

TOP CONNECTION

475 - 62014"Ø 6"Ø 0 - 120

DUCT SUPPORT DETAIL

112"

8' MAX

DUCT

NOTES:

1. ALL EQUIPMENT INDICATED TO BE PAD MOUNTED SHALL BE SECURED TO REINFORCED CONCRETE

PAD WITH ANCHOR BOLTS.

2. MECHANICAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF REQUIRED PAD AND ANCHOR

BOLTS. MECHANICAL CONTRACTOR SHALL USE TEMPLATES OF APPROVED EQUIPMENT INDICATED

FOR PAD MOUNTING.

CENTER

#3 EW @ 8" OC6"

LIMITS OF

EQUIPMENT

MIN.

1" CHAMFER EDGE

(TYP.)

REINFORCED CONCRETE PAD - ON SLAB

NTS

SEE

PLANS

BUILDING SLAB

4"

MIN.

PIPE HANGER

FLARED EDGESFLARED END

INSULATED PIPE HANGER DETAIL

PIPE SADDLE HAS FLARED

EDGES NOTCHED TO FIT

PIPE HANGER.

ALL INSULATION PASSES

THRU HANGER

UNBROKEN

NTS

LENGTH = TWICE

INSULATION O.D.

CORNERS ARE

CLIPPED

SUPPORT PIPE

PIPE CRADLE

PIPE CRADLE FOR FLOOR SUPPORT

PIPE SADDLE LENGTH SHALL

BE 1.5 TIMES THE INSULATION

DIAMETER

PIPE TO BE SUPPORTED

NTS

BAND

ONE HALF-ROUND MAY BE

USED IF DUCT SHAPE IS

MAINTAINED

HANGER RODS,

WIRES OR STRAPS

DUCT HANGER DETAIL

DUCT

HANGER

LOAD RATED

FASTENER

36" DIA. MAX

9 RECTANGULAR ELBOWS 11

12 13

14 15

16 17 18

20 21 22

Damper

Optional diffuser connector hand held remote

Finished ceiling

REMOTE DAMPER23

Basis of design: Greenhek or equal

HORIZONTAL FAN COIL UNIT10

OCCC West Building BAS & HVAC Upgrades

Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL DETAILS

M802

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

- RADIUSED OR MITERED AS INDICATED.

AutoCAD SHX Text

PROVIDE DUCT ELBOWS OF CONFIGURATIONS ON DUCTWORK FLOOR PLANS

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text 3-1/4"

AutoCAD SHX Text 2-1/2"

AutoCAD SHX Text 2-1/2" R

AutoCAD SHX Text 2-1/2"

AutoCAD SHX Text 45°

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WIDTH (W)

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BY SMACNA.

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%%UNOTES:

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OF TURNING VANES SHOWN ABOVE.

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DEPTH (D)

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ALL SQUARE OR RECTANGULAR ELBOWS SHALL HAVE ONE OF THE TWO TYPES

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VANES SHALL BE CONSTRUCTED, SUPPORTED AND FASTENED AS RECOMMENDED

AutoCAD SHX Text 45°

AutoCAD SHX Text

USE FOR ELBOWS UP TO 36" IN

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WIDTH AND/OR DEPTH

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%%USMOOTH RADIUS ELBOW

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AND ANY DEPTH

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%%ULARGE DOUBLE VANE ELBOW

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USE FOR ELBOWS 36" OR WIDER

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4" MIN.

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(TYP)

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%%UMITERED ELBOW

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%%UFRONT VIEW

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%%USMALL SINGLE VANE ELBOW

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VANES

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TURNING

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10 GAUGE WIRE

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CHANNEL

AutoCAD SHX Text 1"X2"X1"

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OR 1/4" ROD TO

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TOP CHORD OF

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TRUSS

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WITH 1-1/2" WIDE 22 GA.

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STEEL STRAPS WRAPPING

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UNDER DUCT EVERY 5 FT.

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FROM ANY CONNECTION.

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MAX. ALSO SUPPORT 18"

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1 1/2" WIDE 22 GAUGE

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STRAP WRAPPING UNDER

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TOP CHORD OF TRUSS.

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DUCT AND ATTACHED TO

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HANG FLEXIBLE DUCTS

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22 GAUGE ANGLE

AutoCAD SHX Text 4"X2"X2"

AutoCAD SHX Text 4"

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OPTIONS 1 AND 2

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NTS

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NTS

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NTS

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NOT TO SCALE

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WITH TRAP

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CONDENSATE DRAIN

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PROVIDE EXTENDED DRAIN

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BENEATH UNINSULATED

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VALVES AND/OR PIPING

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IN CHILLED WATER PIPING

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TO COIL

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CONDENSATE DRAIN

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WITH TRAP

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PROVIDE EXTENDED DRAIN

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BENEATH UNINSULATED

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VALVES AND/OR PIPING

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IN CHILLED WATER PIPING

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TO COIL

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1" THICK FILTER

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THREADED

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ROD - TYP.

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ELECTRONIC

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WATER

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SENSOR

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BOTTOM ACCESS

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PANEL

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FLEXIBLE CONNECTION.

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CHILLED WATER

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SUPPLY AND RETURN

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CONNECTIONS

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AUXILLARY

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DRAIN PAN

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SIDE VIEW

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END VIEW

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SUPPLY

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FAN

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NOT TO SCALE

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SUPPLY REGISTER WITH

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DEFLECTIVE BLADES, FULL

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SIZE OF DUCT.

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SMOKE DETECTOR

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WHERE INDICATED.

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6'-6" LONG MINIMUM

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RECTANGULAR GALVANIZED

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STEEL DUCTWORK

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OR AS INDICATED

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NIPPLE

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AND CAP

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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1500-M801-2023070.DWG

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DRAIN LINE SHALL BE AT LEAST THE

PITCHED DOWN

TOWARD DRAIN

NTS

ROUTE AS SHOWN ON

PLANS OR NOTES

DRAW-THRU CONDENSATE DRAIN TRAP DETAIL

(HAND-TIGHTEN)

NTS

2-WAY VALVE CHILLED WATER COIL PIPING DIAGRAM

NTS

BLOW-THRU CONDENSATE DRAIN TRAP DETAIL

FULL SIZE CLEAN OUT

DRAIN LINE SHALL BE AT LEAST THE

SAME SIZE AS THE NIPPLE ON EQUIPMENT

EQUIPMENT

UNION

PITCHED DOWN

TOWARD DRAIN

ROUTE AS SHOWN ON

PLANS OR NOTES

1/2" MIN

H = TOTAL STATIC PRESSURE +1/2", 2" MIN.

H

WITH THREADED PLUG

(HAND-TIGHTEN)

FLOOR FLANGE FOR PIPE/EQUIP. SUPPORT

WELD STAND TO FLOOR

FLANGE BASE

CINCH ANCHOR FLOOR FLANGE TO

ROOF DECK WITH NOT LESS THAN 4

ANCHOR BOLTS

FLOOR FLANGE TO BE NOT

LESS THAN 3 PIPE DIAMETERS

IN WIDTH AND NOT LESS THAN

1/2" (13 MM) THICK

NOTE: PRIME AND PAINT

FLOOR FLANGES AND

STANDS

NTS

AROUND ENTIRE STRAINER

CUTAWAY, PROVIDE BOX

ILLUSTRATION SHOWN

1. FOR USE WITH STRAINERS 2-1/2" AND LARGER.

NOTES:

INSULATION BOX

REMOVABLE

INSTALLATION AND REMOVAL

SUITCASE STYLE LATCHES FOR EASE

CENTERLINE OF STRAINER

SEAM AT LONGITUDINAL

INSULATION - ARRANGE WITH

STEEL BOX LINED WITH SPECIFIED

LARGER, PROVIDE 20 GA GALVANIZED

FOR STRAINERS 2-1/2" AND

PIPING

AS SPECIFIED

INSULATION

D

2-1/2" AND LARGER

AND PIPING ON SIZES

PROVIDE BALL VALVEMECHANICAL ROOM

TO FLOOR DRAIN IN

EXTEND AND DISCHARGE

SIZE (IN)

STRAINER BODY

(IN)

DRAIN SIZE

2-1/2

14 2

1-1/2

1-1/4

3/4 3/4

3/4

NTS

STRAINER INSTALLATION DIAGRAM

PIPING TRAPEZE HANGER

NTS

BUILDING STEEL

STRUCTURAL

AND WASHERS

DOUBLE NUTS

THREADED HANGER RODS

ROOF OR FLOOR DECK

BOLTED TO CHANNEL

STRUCTURE STEEL

WELDED TO

STEEL ANGLE CLIPS

THE CHANNEL WEIGHT

SUSPENDED ELEMENTS PLUS

1.5 TIMES THE WEIGHT OF THE

MAX 0.02" DEFLECTION AT

STEEL CHANNEL SIZE FOR

NOTE:

OR AUXILIARY SUPPORTS TO METAL DECK OR ROOF.

COMPONENTS - DO NOT ATTACH PIPE HANGERS

AND BOLTING WITH LOADING OR MECHANICAL

VERIFY STEEL CHANNEL SIZES ANGLE CLIP

SECONDARY CONDENSATE DRAIN CONNECTION

AHU

UNION

NTS

TEE

SEE BLOW-THRU CONDENSATE

DRAIN TRAP DETAIL.

MIN. 1/8" PER

FOOT SLOPE

PRIMARY

CONDENSATE DRAIN.

SECONDARY

CONDENSATE

DRAIN

AIRFLOW

SUPPLY

RETURN

2-WAY CONTROL VALVE

UNION (TYP)

AUTOMATIC AIR VENT

PETE'S PLUG (TYP)

ISOLATION VALVE (TYP)

STRAINER WITH DRAIN

VALVE AND NIPPLE

FITTING (PROVIDE TEST

PORTS ON BOTH SIDES

OF THE DEVICE)

CHILLED WATER

COOLING COIL

PRESSURE GAGE (TYP)

THERMOMETER (TYP)

NTS

2-WAY VALVE CHILLED WATER COIL DEMOLITION

PIPING DIAGRAM

BALANCING VALVE

PROVIDE REQUIRED

MINIMUM STRAIGHT PIPE UP

AND DOWN STREAM

NTS

2-WAY VALVE STACKED CHILLED WATER COIL

PIPING DIAGRAM

24 25 26

27 28 29 30

TRANSITION

VAV BOX

CONCRETE SLAB

VAV BOX INSTALLATION DETAIL

EXPANSION BOLTS SIZED TO

SUPPORT LOAD. MAX EMBEDMENT

2". DO NOT DRILL THROUGH

EXISTING POST TENSIONED

TENDONS OR STEEL

REINFORCEMENT. APPLICABLE FOR

ALL 1ST LEVEL VAV'S

LOW PRESSURE RECTANGULAR SUPPLY

DUCT. PROVIDE SOUNDLINING FOR MINIMUM

OF 10 FT. DOWNSTREAM OF BOX. DUCT SIZES

ON PLAN ARE INTERIOR CLEAR DIMENSIONS.

FLEXIBLE CONNECTION SIZE

EQUALS BOX INLET DIA. +2"

VIBRATION ISOLATORS (TYP. OF 4)

ROUND DUCT- SIZE EQUALS

VAV OR CV BOX INLET DIA. +2"

TRANSITION DUCT FROM

RUNOUT DUCT SIZE

DOWN TO BOX INLET DIA.MEDIUM PRESSURE

SUPPLY DUCT

CONICAL TEE

CONNECTION

STRAIGHT RIGID DUCT AT BOX INLET.

MINIMUM LENGTH 3'-0" MAX. LENGTH 5'-0"

5/8" THREADED HANGER

ROD (MIN. OF 4 PER UNIT)

CHANNEL

SUPPORT

NOT TO SCALE

DRAIN PAN

RIGHT-HAND

END POCKET

LEFT-HAND END

POCKET

FILTER

3/4" COPPER CONDENSATE

LINE TO CLOSEST

CONDENSATE RECEPTOR

CHWS/R LINES

RETURN

SUPPLY

TYPICAL FAN COIL UNIT DETAIL

NOT TO SCALE

NOTE:

1. PROVIDE PIPING OFFSET AT CONNECTION TO THE COIL TO

ALLOW FOR COIL REMOVAL.

2. PROVIDE PRESSURE INDEPENDENT CONTROL VALVES, REFER TO

SPECIFICATION 15112 - GENERAL DUTY VALVES FOR HVAC

PIPING.

REHEAT COIL WITH 2-WAY CONTROL VALVE

PIPING DETAIL35

SUPPLY

RETURN

UNION (TYP)

AUTOMATIC AIR VENT

PETE'S PLUG (TYP)

ISOLATION VALVE

STRAINER WITH DRAIN

VALVE AND NIPPLE

FITTING (PROVIDE TEST

PORTS ON BOTH SIDES

OF THE DEVICE)

CHILLED WATER

COOLING COIL

PRESSURE GAGE (TYP)

THERMOMETER (TYP)

UNION (TYP)

AUTOMATIC AIR VENT

PETE'S PLUG (TYP)

ISOLATION VALVE (TYP)

PRESSURE GAGE (TYP)

THERMOMETER (TYP)

NOTE:

1. FOR BELIMO EPIV VALVES PROVIDE A TEMPERATURE SENSOR,

FLOW METER AND VALVE.

NOTE:

1. PROVIDE PIPING OFFSET AT CONNECTION TO THE COIL TO

ALLOW FOR COIL REMOVAL.

2. PROVIDE PRESSURE INDEPENDENT CONTROL VALVES, REFER TO

SPECIFICATION 15112 - GENERAL DUTY VALVES FOR HVAC

PIPING.

REHEAT COIL WITH 3-WAY CONTROL VALVE

PIPING DETAIL36

SUPPLY

RETURN

ISOLATION

VALVE (TYP)

RETURN

SUPPLY

DRAIN PLUG

SUPPLY

RETURN

UNION (TYP)

AUTOMATIC AIR VENT

PETE'S PLUG (TYP)

ISOLATION VALVE (TYP)

STRAINER WITH DRAIN

VALVE AND NIPPLE

FITTING (PROVIDE TEST

PORTS ON BOTH SIDES

OF THE DEVICE)

CHILLED WATER

COOLING COIL

PRESSURE GAGE (TYP)

THERMOMETER (TYP)

PRESSURE INDEPENDENT

ENERGY CONTROL VALVE

FLOW METER

TEMP. PROBES

PRESSURE INDEPENDENT

ENERGY CONTROL VALVE

FLOW METER

TEMP. PROBES

OCCC West Building BAS & HVAC Upgrades

Orange County Convention Center

P. O. Box 691509 Orlando, Florida

32869

MECHANICAL DETAILS

M803

AutoCAD SHX Text

FULL SIZE CLEAN OUT

AutoCAD SHX Text

SAME SIZE AS THE NIPPLE ON EQUIPMENT

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

UNION

AutoCAD SHX Text H

AutoCAD SHX Text

H = TOTAL STATIC PRESSURE +1", 2" MIN.

AutoCAD SHX Text H/2

AutoCAD SHX Text

WITH THREADED PLUG

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

3- WAY MIXING VALVE (2 INPUT , ONE OUTPUT )

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AutoCAD SHX Text No.

AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

AutoCAD SHX Text Seal:

AutoCAD SHX Text Engineer of Record:

AutoCAD SHX Text License Number:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text 2023-070

AutoCAD SHX Text Sheet Name:

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AutoCAD SHX Text Client Name:

AutoCAD SHX Text

1500-M801-2023070.DWG

AutoCAD SHX Text Drawing File Name:

AutoCAD SHX Text Design By:

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 02-7-2025 100%%% CDs

AutoCAD SHX Text

JN

AutoCAD SHX Text

JM

AutoCAD SHX Text

JN

AutoCAD SHX Text 2023-070

AutoCAD SHX Text

FL-78419

AutoCAD SHX Text

BOBAK SHAHNAMI

AutoCAD SHX Text

STATE OF

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M701 MECHANICAL SCHEDULES
M702 MECHANICAL SCHEDULES
M703 MECHANICAL SCHEDULES
M704 MECHANICAL SCHEDULES
M705 MECHANICAL SCHEDULES
M706 MECHANICAL SCHEDULES
M707 MECHANICAL SCHEDULES
M708 MECHANICAL SCHEDULES
M709 MECHANICAL SCHEDULES
M710 MECHANICAL SCHEDULES
M711 MECHANICAL SCHEDULES
M712 MECHANICAL SCHEDULES
M801 MECHANICAL DETAILS
M802 MECHANICAL DETAILS
M803 MECHANICAL DETAILS

File details come from the government source that posted it. Updated .