36C24818R0121-013.pdf

(6) MOBILE BOILER

PIPING

CONNECTIONS ON

WALL

(2) 1000 BHP MOBILE

BOILERS SHOWN

TEMPORARY PIPING

NOT SHOWN

9'

CONTRACTOR'S OPTIONS

OPTION 1: (2) 1000 BHP MOBILE BOILER

ROOMS FOR SINGLE PHASE

OPTION 2: (1) 300 BHP MOBILE BOILER

ROOM FOR 3RD PHASE OF

A 3 PHASE PROJECT.

PROJECT.

CURB & GUTTER (TYP)

EXISTING PARKING LOT

LOADING ZONE/

SERVICE AREA

(2) BOLLARDS (TYP)

CONCRETE

SIDEWALK (TYP)

VALLEY CURB (TYP)

MENTAL

HEALTH

BUILDING 100G

EXISTING

BUILDING 100

CENTRAL

PLANT

BUILDING

R A

M P

DN

DN

DN

UP

Design, Inc.

Tel 352.376.5500 Fax 352.375.3479

Tioga Town Center

Gainesville, Florida 32669

Affiliated Engineers SE, Inc.

CA-5140

12921 SW 1st Road Ste 205

Affiliated Engineers

ENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORD

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot 1

88 88 44 44

00 00

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th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot

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22 22 00 00

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00 00 22 22 th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot

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88 88 on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot

VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231

1111 2222 3333 4444 5555 6666 88887777 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

99997777 8888666655554444333322221111

FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.

APPROVED FOR CONSTRUCTION

Office of Construction and Facilities Management

Department of Veterans Affairs

BLDG 100 ENERGY CENTER

516-15-107

BAY PINES, FLORIDA

100% DESIGN

DESIGN TO REPLACE BOILERS,

3 6 0 3 N W 9 8 t h S t r e e t , S u i t e B Gainesvi l le, FL 32606 P h o n e : ( 3 5 2 ) 4 7 4 - 6 1 2 4 F a x : ( 3 5 2 ) 5 3 3 - 4 4 3 7

COA: FL #2 9 57 8

AKE A P r o j e c t No . 1 2 8 - 1 6

JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678

MOBILE BOILER ROOM SITE PLAN

MAY 15, 2017 JSN RWD

MP401

1" = 20'-0"

MP401-MOBILE BOILER ROOM SITE PLAN

KEY NOTES

PIPING CONNECTIONS ARE APPROXIMATELY

12 FEET ABOVE GRADE. PROVIDE

TEMPORARY PIPE SUPPORTS FOR 12 FEET

CLEAR BELOW PIPES OVER RAMP.

MAINTAIN RAMP ACCESS AT ALL TIMES

DURING ALL PHASES OF CONSTRUCTION.

NORTH

SCALE:

SCALE:

SCALE: SCALE:

SCALE:

SCALE:

SCALE:

BAND

1" M

A X

18"

3/ 4"

INSULATION SHIELD

AT HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF

MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

WELD

SADDLE

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING (8" MIN.)

1/2" DIA. HANGER RODS WITH

36" MAX. SPACING ON EACH CHANNEL

1-5/8" 12 GAUGE CHANNEL OR

2"x2"x1/4" ANGLE

2 - SUPPORTS UP TO 24" SPAN

3/8" HANGER RODS

HANGER BRACKET

ADJUSTABLE ROLLER HANGER TYPE

43 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER TYPE

1 - SEE SPECIFICATIONS

SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD

3/8" MIN DIA HANGER

RODS

TURNBUCKLE

3/8" MIN DIA HANGER

RODS

NUTS & WASHERS

CLIP

ANGLE

CONCRETE

FLOOR SLAB

3/8" MIN DIA INSERTS

NEW CONSTRUCTION

ONLY.

3/8" MIN DIA EXPANSION BOLTS FOR EXISTING

CONSTRUCTION AND INSERTS FOR NEW

CONSTRUCTION

FSA - FIXED SUPPORT ASSEMBLY

BRACKET

ANGLE SUPPORT

ADJUSTABLE

ANGLE SUPPORT

SUPPORT PLATE CONNECTION COLLAR

HBA - HANGER BRACKET ASSEMBLY

(2) 1-1/2" FUEL OIL PIPES

DIRECTLY ON CHANNEL

(NO INSULATION)

NOTES:

1.

C4 x 5.4 LB/FT

CHANNEL

7/8"Ø (TYP)

SLOPE

REFER TO STRUCTURAL DRAWINGS FOR

CONCRETE TRENCH AND COVER

STEEL EXPANSION SHIELD FOR EXISTING

CONSTRUCTION AND INSERTS FOR NEW

CONSTRICTION THIS TYPE SHALL BE USED

ONLY IN SLABS OR BEAMS OF 4" MIN DEPTH

FOR PIPES UNDER 2" IN SIZE USE 1

1/2"x1 1/2"x1/4" ANGLE. ALL PIPES 2" & LARGER USE 3"x3"x1/4" ANGLE

LC

LADDER

HANDRAIL

BOILER

STACK

SAFETY VALVE

VENT THRU ROOF

VENT

MANWAY

NON-RETURN

STOP-CHECK VALVE

2'-6"

PLATFORM

12"

BURNER

PLAN VIEW

HANDRAIL

PLATFORM

TOP OF BOILER CASING

LADDER

NON-RETURN

STOP-CHECK

VALVE & SECOND

STOP GATE VALVE

1" [25mm]

BOILER

BOILER ROOM FLOOR

BURNER

ELEVATION

NOTE:

1. SUPPORT PLATFORM FROM FLOOR OR FROM BOILER IF BOILER MANUFACTURER PROVIDES

BOILER ATTACHMENTS AND APPROVES INSTALLATION.

2. COORDINATE LOCATION OF PLATFORM, HANDRAILS AND LADDERS WITH EXISTING ELECTRICAL

CONDUIT.

SECOND STOP

GATE VALVE

SPOOL PIECE

VARIABLE SPRING HANGER,

TYPE B, SINGLE LUG

MSS SP-69 TYPE 51

SUPPORT STEEL

1/4"

WELDED BEAM

ATTACHMENT W/ BOLT

MSS SP-69 TYPE 22

THREADED STEEL ROD

(REFER TO INDIVIDUAL

SUPPORT DETAILS)

(2) 2" BBD PIPE

DIRECTLY ON CHANNEL

(NO INSULATION)

1" DRAIN FROM B-2 & B-3 SAMPLE

COOLERS DIRECTLY ON CHANNEL

(NO INSULATION)

STAINLESS STEEL NUTS

AND WASHERS

STAINLESS STEEL

CHANNEL

STAINLESS STEEL CONCRETE

ANCHOR BOLTS

COORDINATE ANCHOR BOLT

PLACEMENT WITH STRUCTURAL

PRIOR TO POURING CONCRETE.

TAG

(LBS)

NOTES

SH

LOAD

1,100 0.40 -

TYPE

VARIABLE SPRING HANGER

SYSTEM

4" HPS - HEADER TO PRV

5'-0"

7'-0"

6'-0" 8'-0" 10'-0"

9'-0" 11'-0"10'-0" 12'-0"

-13'-0"12'-0" 14'-0" -16'-0" -

16'-0"14'-0" 17'-0" 22'-0"19'-0" 23'-0"

27'-0"25'-0" 28'-0" 32'-0"30'-0"

20" 24"18"14" 16"12"8" 10"6"4" 5"3"2" 2 1/2"1 1/2"1" 1 1/4"THRU 3/4"

7'-0" 7'-0"

7'-0" 9'-0"8'-0"

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

PIPE HANGERS

NONE5

BOILER BREECHING HANGERS

NONE3

PIPE TRENCH IN BUILDING

NONE7

SECURING HANGER RODS IN CONCRETE

NONE1

PIPE/DUCT SUPPORT TO BUILDING EXTERIOR WALL

NONE2

PIPE OR DUCT

PLAN VIEW

SIDE VIEW

ANGLES TO BE SIZED PER LOAD,

BUT NOT SMALLER THAN

1-1/2" x 1-1/2" x 1/4"

NOTES:

(1) SUPPORT MEMBERS TO BE GALVANIZED STEEL AND

FASTENERS TO BE STAINLESS STEEL.

PIPE CLAMP OR

ANGLE RING

SS EXPANSION ANCHORS TO

MASONRY WALL.

SH -

SH -

NOM. PIPE

SIZE

STEEL

PIPE

COPPER

TUBING

SIZE

(INCHES)

VERTICAL

MOVEMENT

(INCHES)

NOTES:

(1) REFER TO BOILER BREECHING MANUFACTURER FOR INSTALLATION INSTRUCTIONS.

FIRETUBE ACCESS PLATFORM ARRANGEMENT

NONE6

VARIABLE SPRING HANGER

NONE8

B

A

BOILER BREECHING VERTICAL STACK CONNECTION

NONE4

DRAIN TEE CAP

HANGER

BRACKET

ASSEMBLY

EXPANSION

JOINT

HORIZONTAL FIXED

SUPPORT ASSEMBLY

WALL FIXED

SUPPORT

ASSEMBLY

WALL

GUIDE

4" STACK DRAIN LINE

ROUTE TO

FLOOR DRAIN RH 500 N/A -ROLLER HANGER 3" PC 6

VARIABLE SPRING HANGER

VARIABLE SPRING HANGER

6" HPS - BOILER #1, #2, #3

6" HPS - BOILER #1, #2, #3

1,400 0.4016

1,400 0.4020

SH -VARIABLE SPRING HANGER 8" HPS - TEMP BOILERS 3,000 0.4018

SUPPORTS SCHEDULE

MAXIMUM PIPE/TUBING SUPPORT SPACING

Design, Inc.

Tel 352.376.5500 Fax 352.375.3479

Tioga Town Center

Gainesville, Florida 32669

Affiliated Engineers SE, Inc.

CA-5140

12921 SW 1st Road Ste 205

Affiliated Engineers

ENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORD

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot 1

88 88 44 44

00 00

BBBB

AAAA

CCCC

DDDD

EEEE

FFFF

th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot

"6

11 11 00 00

"6 on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot

22 22 00 00

"6

"6

00 00 22 22 th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot

44 44 00 00 th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot

44 44 00 00

00 00 44 44

88 88 on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot

VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231

1111 2222 3333 4444 5555 6666 88887777 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

99997777 8888666655554444333322221111

FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.

APPROVED FOR CONSTRUCTION

Office of Construction and Facilities Management

Department of Veterans Affairs

BLDG 100 ENERGY CENTER

516-15-107

BAY PINES, FLORIDA

100% DESIGN

DESIGN TO REPLACE BOILERS,

3 6 0 3 N W 9 8 t h S t r e e t , S u i t e B Gainesvi l le, FL 32606 P h o n e : ( 3 5 2 ) 4 7 4 - 6 1 2 4 F a x : ( 3 5 2 ) 5 3 3 - 4 4 3 7

COA: FL #2 9 57 8

AKE A P r o j e c t No . 1 2 8 - 1 6

JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678

MECHANICAL DETAILS

MAY 15, 2017 JSN RWD

MP501

L

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:SCALE:

VERTICAL PIPE OR VESSEL

STEAM SERVICEAIR/GAS SERVICE OIL/WATER SERVICE

HORIZONTAL PIPE OR VESSEL

W/ PIGTAIL SIPHON W/ VERTICAL TUBE SIPHON

W/ VERTICAL TUBE SIPHONW/ PIGTAIL SIPHON

OIL/WATER SERVICESTEAM SERVICEAIR/GAS SERVICE

PLATFORMPLAN

COLUMN OR WALL

MOUNTED

SINGLE PEDESTAL MULTIPLE PEDESTAL

PLATE DETAILSECTION "A-A"

DUAL PEDESTAL

LOCAL SURFACE

MOUNTINGS

DETAIL - PRESSURE GAUGE INSTALLATIONS

NONE3

DETAIL - CONTROL INSTRUMENT INSTALLATIONS

NONE9

MISCELLANEOUS STEEL SUPPORT GUIDE

NONE2

FLOW MEASURING DEVICE INSTALLATION DETAIL AND SCHEDULE

NONE5

INSTALLATION OF THERMOMETER WELLS

NONE8

DETAIL - STEAM TRAP ASSEMBLY

NONE1

DETAIL - DRIP LEG

NONE4

DETAIL - TYPICAL AIR VENT

NONE7DETAIL - TYPICAL DRAIN VALVE CONNECTIONS

NONE6

A

A SECTION A

FLOW MEASURING DEVICE INSTALLATION SCHEDULE

NOTES:

1.

2.

3.

DIMENSIONS SHOWN IN SCHEDULE ARE GENERAL MINIMUM REQUIREMENTS. IF MANUFACTURER OF FURNISHED FLOW

MEASURING DEVICE RECOMMENDS A GREATER OR LESSER DIMENSION, USE THOSE DIMENSIONS.

INSTALL THE FLOW MEASURING DEVICE SO THE FLOW ARROW ON THE DEVICE IS IN THE SAME DIRECTION AS THE

FLOW.

THE FLOW MEASURING DEVICE MAY BE INSTALLED IN EITHER HORIZONTAL OR VERTICAL PIPE. UNITS REQUIRING REMOTE METERS SHALL HAVE THE METER CONNECTIONS LOCATED ON OR NEAR THE SIDE WHEN INSTALLED IN HORIZONTAL PIPE. SEE SECTION A. THE METER CONNECTIONS CAN BE INSTALLED IN ANY POSITION WHEN INSTALLED

IN VERTICAL PIPE.

REFER TO CONTRACT DOCUMENTS

AND SPECIFICATIONS

MINIMUM UPSTREAM LENGTH OF

STRAIGHT PIPE IN PIPE DIAMETER MINIMUM DOWNSTREAM

LENGTH OF STRAIGHT PIPE

IN PIPE DIAMETERSFOR VALVE OR

OTHER FITTINGFOR SIDE TEE

TYPE

MIN. UPSTREAM LENGTH OF

STRAIGHT PIPE IN PIPE DIA. SEE

SCHEDULE BELOW

FLOW MEASURING

DEVICE

MIN. DOWNSTREAM LENGTH OF

STRAIGHT PIPE IN PIPE DIA. SEE

SCHEDULE BELOW

ANY FITTING OR VALVE

VENT ALL HIGH POINTS AS INDICATED ABOVE.

IF AUTOMATIC AIR VENTS ARE USED, PIPE DISCHARGE TO DRAIN.

NOTES:

1.

2.

PLANS, LOCATE DRAIN AT BOTTOM OF SCALE POCKET.

NOTES:

CIRCULATING WATER PIPING

WHERE SCALE POCKETS ARE SHOWN ON PIPE RISER DIAGRAMS AND/OR

DRAIN ALL LOW POINTS AS INDICATED ABOVE.

1.

2.

ELEVATION

ELEVATION - THREADED PIPING ELEVATION - WELDED PIPING

ISOLATION VALVE

PIPE (TYP.)

ELBOW

PIPE (TYP.)

ISOLATION VALVE

ELBOW

PIPE (TYP.)

ISOLATION VALVE

ELBOW

PIPE

COUPLING

SIPHON SNUBBER

PIPE (TYP.)

ISOLATION VALVE ISOLATION VALVE

PIPE (TYP.)

SIPHON

PIPE

COUPLING

PIPE (TYP.)

ISOLATION VALVE

SNUBBER

WELD ALL

AROUND

(TYP.)

TACK WELD (TYP.)

HANDRAIL POST

2"x2"x1/4" THK.

ANGLE WELDED TO

PLATFORM DECKING

AND INSTRUMENT

PEDESTAL

PLATFORM

BRACKET

TOE PLATE

GRATING

3"x4"x1/4" THK.

ANGLE 4" LONG

WELDED TO

PLATFORM BRACKET

SEE NOTE 2

"A"

21/2" PIPE

CAP (SEE

NOTE 1)(TYP.)

SCH. 80

PIPE

(SIZE AS

REQ'D.)

1'-0" MIN.

"A"

1'-3" CENTERLINE TO CENTERLINE FOR SMALL CASE INSTRUMENTS AND

1'-8" CENTERLINE TO CENTERLINE FOR LARGE CASE INSTRUMENTS.

FIELD TO SIZE STEEL PLATE AS REQUIRED FOR SUPPORT OF INSTRUMENTS NOT FURNISHED

WITH A MOUNTING YOKE.

HEIGHT OF ALL VERTICAL SUPPORTS TO BE AS REQUIRED TO PLACE THE CENTERLINE OF THE

INSTRUMENT 54" ABOVE FINISHED FLOOR OR PLATFORM. CENTERLINE OF THE INSTRUMENT TO

BE DEFINED AS THE CENTER LINE OF THE INDICATING INSTRUMENT DISPLAY OR THE

CENTERLINE OF THE INSTRUMENTS BODY IF IT IS NON-INDICATING.

USE 3/8"DIA x 2 3/4"L HILTI KWIK BOLTS TO ATTACH STEEL PLATE TO CONCRETE WALL OR

COLUMN. WHEN SUPPORTING FROM STEEL COLUMN, OMIT STEEL PLATE AND BOLTS AND WELD

TO COLUMN.

ALL OPEN ENDS OF PIPE TO BE CLOSED WITH A PIPE CAP OR STEEL PLATE.

5.

3.

4.

NOTES:

1.

2.

7"

9"x9"x1/2" THK.

STEEL PLATE

W/ FOUR

5/8"DIA HOLES

6"x6"x3/8" THK.

STEEL PLATE

W/ FOUR

1/2"DIA HOLES

4"

4"

3" SCH.

40 PIPE

7"

3" SCH.

40 PIPE

STEEL PLATE

(SEE NOTE 4)

3"x3"x1/4"

ANGLE

WELD ALL

AROUND

(TYP.)

2" SCH.

80 PIPE

2" PIPE CAP

(SEE NOTE 1)

(TYP.)

WELD ALL

AROUND

(TYP.)

4' -6

(S

E E

N O

TE

4' -6

(S

E E

N O

TE

2" PIPE CAP

(SEE NOTE 1)

(TYP.)

2" SCH.

80 PIPE

3" PIPE CAP

(SEE NOTE 1)

(TYP.)

(SEE NOTE 5)

4' -6

(S

E E

N O

TE

(SEE

NOTE 5)

(SEE

NOTE 5)

2" SCH.

80 PIPE

3" PIPE CAP

(SEE NOTE 1)

(TYP.)

2" PIPE CAP

(SEE NOTE 1)

(TYP.)

2" & SMALLER

16" & LARGER

12" -14"

6" - 10"

2 1/2" - 4"

A LINE SIZE

PIPE CAP w/ 1" HALF COUPLING

PIPE CAP w/ 1" HALF COUPLING

PIPE CAP w/ 1" HALF COUPLING

PIPE CAP w/ 1" HALF COUPLING

DRIP POCKET

RED COUPLING

B

NOTE:

1.

NOTES:

2.

FULL SIZE DRIP LEG REQUIRED FOR PIPE SIZES.

PROVIDE STEAM TRAP ASSEMBLY AT ALL STEAM UTILIZING

EQUIPMENT, LOW POINTS IN THE PIPING SYSTEM AND UPSTREAM

OF STEAM ISOLATION VALVES.

M A X

ABOVE 2" DIA. PIPE 2" DIA. AND SMALLER

2 1/2" DIA.

HORIZONTAL

ABOVE 2" DIA. PIPE 2" DIA. AND SMALLER

VERTICAL

2 1/2" DIA.

PROVIDE 6" EXTENDED NECK WELLS ON INSULATED PIPE.

NOTES:

1.

PIPE TO

FLOOR DRAIN

6"

TO SUIT

INSULATION

THICKNESS

TO SUIT

INSULATION

THICKNESS

REFER TO TRAP

STATION DETAIL FOR

TRAP STATION DETAILS

B

A

1" VALVE

M

IN

ALL PIPING AND VALVE COMPONENTS SHOWN SHALL MATCH

SPECIFICATIONS FOR THE SPECIFIC STEAM PIPING SYSTEM.

CONDENSATE DRIP LEG

REFER TO DRIP LEG DETAIL

STEAM MAIN

STRAINER W/

BLOWDOWN VALVE

3/4" MIN

MINIMUM 1/2"

STEAM TRAP

3/8" TEST CONNECTION

(LOCATE CLOSE TO

FLOOR)

FULL SIZE

BY-PASS

CHECK

VALVE

SHUT-OFF

VALVE (TYP)

3/4" MIN

CONDENSATE RETURN

(ABOVE TRAP)

CONDENSATE RETURN

(BELOW TRAP)

4" EMBEDMENT

NOTES:

MAXIMUM LOAD "P" SHALL BE THE HIGHEST OF THE HYDROSTATIC AND

OPERATING LOADS.

THIS INFORMATION IS PROVIDED TO GIVE THE MINIMUM BEAM SIZE REQUIRED

TO SUPPORT A LOAD FOR PIPE SUPPORTS.

2.

"P"

(MAX. LOAD AS SCHEDULED)

1.

1/4

10' > L < 12'

12"x12"x 1/2" PLATE

L 31/2"x31/2"x1/4"x51/2"

FOR 8" BEAMS

L 31/2"x31/2"x1/4"x4"

FOR OTHERS

1"

L

L

NEW BEAM

12' > L < 14'

SPAN

5/8"DIA EXP. BOLT

(TYP. OF 4)

3/16

INSIDE FACE OF

CONCRETE WALL

1/4

3/16

1"

8' > L < 10'

6' > L < 8'

4' > L < 6'

0' > L < 4'

SPAN

RANGE

MAX. LOAD "P" (LBS)

12"

12"

4,2003,0001,800

3,100--

-- 2,200--

6,000

9,500

14,300

23,500

W8x15

3,000

5,000

8,300

15,500

W8x10

2,600

4,000

6,600

11,000

W6x9

4,4003,000

6,5005,000

8,6006,600

14,60010,800

W4x13 W6x12

PIPE TO

FLOOR DRAIN

6"

TO SUIT

INSULATION

THICKNESS

TO SUIT

INSULATION

THICKNESS

REFER TO TRAP

STATION DETAIL FOR

TRAP STATION DETAILS

B

A

1" VALVE

M

IN

1/2" BALL VALVE

1/2"x4" NIPPLE

1/4" COPPER

TUBING

REDUCER

REDUCER, IF REQUIRED

3/4" BALL VALVE

ADAPTER TO 3/4" HOSE THREAD,

PROVIDE HOSE CAP NUT

TYPICAL WATER PIPING

Design, Inc.

Tel 352.376.5500 Fax 352.375.3479

Tioga Town Center

Gainesville, Florida 32669

Affiliated Engineers SE, Inc.

CA-5140

12921 SW 1st Road Ste 205

Affiliated Engineers

ENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORD

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot 1

88 88 44 44

00 00

BBBB

AAAA

CCCC

DDDD

EEEE

FFFF

th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot

"6

11 11 00 00

"6 on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot

22 22 00 00

"6

"6

00 00 22 22 th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot

44 44 00 00 th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot

44 44 00 00

00 00 44 44

88 88 on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot

VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231

1111 2222 3333 4444 5555 6666 88887777 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

99997777 8888666655554444333322221111

FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.

APPROVED FOR CONSTRUCTION

Office of Construction and Facilities Management

Department of Veterans Affairs

BLDG 100 ENERGY CENTER

516-15-107

BAY PINES, FLORIDA

100% DESIGN

DESIGN TO REPLACE BOILERS,

3 6 0 3 N W 9 8 t h S t r e e t , S u i t e B Gainesvi l le, FL 32606 P h o n e : ( 3 5 2 ) 4 7 4 - 6 1 2 4 F a x : ( 3 5 2 ) 5 3 3 - 4 4 3 7

COA: FL #2 9 57 8

AKE A P r o j e c t No . 1 2 8 - 1 6

JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678

MECHANICAL DETAILS

MAY 15, 2017 JSN RWD

MP502

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

SCALE:

NOTES:NOTES:

OH A

FT-BFP-4

OFF

ON

DETAIL - TYPICAL BOILER STACK EPA TEST PORTS

NONE6

DETAIL - HOT VENT THRU ROOF

NONE4

DETAIL - SAFETY RELIEF VALVE

NONE8

DETAIL - HOT VENT THROUGH ROOF

NONE7

DETAIL - TYPICAL STEAM VALVE INSTALLATION

NONE3

FORCES AND MOMENTS ON BOILER STEAM NOZZLES

NONE5

BOILER PLANT MASTER CONTROL PANEL

NONE2

TYPICAL BOILER CONTROL PANEL

NONE1

VENT PIPE (REFER TO

DRAWINGS FOR SIZE)

1/4"

RISER CLAMP

MSS-SP69 TYPE 8

SEAL ALL AROUND W/

HIGH TEMP. SILICONE

PROVIDE 1/2" DRAWBAND

COUNTER FLASHING W/ 1/2"

HEM ON BOTTOM EDGE

FLASHING, COUNTER FLASHING AND DRAWBAND SHALL BE 18 GAUGE

ALUMINUM.

NOTE:

SCH. 10 STEEL

PIPE SLEEVE W/

1" FLANGE

PROVIDE MIN. 1

1/2" AIR GAPMISC. SUPPORT STEEL,

CONTINUOUSLY WELD TO

ROOF FRAMING STEEL

EX. 2" INSULATION

EX. PRECAST CONCRETE

CHANNEL SLAB

EX. BUILT-UP ROOFING

EX. ROOF FRAMING STEEL

72" MIN.

ABOVE ROOF

MAKE AS SHORT

AS POSSIBLE

24" MAX

PRESSURE SAFETY VALVE

REFER TO DEVICE

SCHEDULE

DISCHARGE RISER, ONE PIPE SIZE

LARGER THAT DRIP PAN ELBOW

DISCHARGE (SEE NOTE)

CONNECTION SIZE SHALL

MATCH VALVE INLET

VENT PIPE (REFER TO

DRAWINGS FOR SIZE)

1/4"

RISER CLAMP

MSS-SP69 TYPE 8

SEAL ALL AROUND W/

HIGH TEMP. SILICONE

PROVIDE 1/2" DRAWBAND

COUNTER FLASHING W/ 1/2"

HEM ON BOTTOM EDGE

72" MIN.

ABOVE ROOF

CAST IRON EXHAUST HEAD

PIPE DOWN TO ROOF

FLASHING, COUNTER FLASHING

AND DRAWBAND SHALL BE

18 GAUGE ALUMINUM.

NOTE:

SCHED. 10 STEEL PIPE

SLEEVE W/ 1" FLANGE

ROOF OPENING SHALL BE 2" LARGER

THAN VENT PIPE

ROOF

C6x10.5, CONTINUOUSLY

WELD TO ROOF FRAMING

STEEL

ROOF DECK

INSULATION

1" MINIMUM

3/4" DRAIN

UNION (TYP)

DRIP PAN ELBOW

OPEN DRAIN, DISCHARGE OF DRAIN

MUST BE DIRECTED AWAY FROM

PLATFORMS OR OTHER AREAS WHICH

PERSONNEL MAY OCCUPY

M

IN

1" M

IN

4" MIN

M

IN

1" M

IN

4" MIN

EACH TEST PORT SHALL BE

3"DIA PIPE (OF SAME MATERIAL AS

STACK) WELDED TO STACK

EXTERIOR. OPENING IN STACK SHALL

MATCH PIPE INSIDE DIAMETER WITH

NO PROTRUSIONS OR

OBSTRUCTIONS INSIDE STACK WALL

3" MINIMUM (TYP)

2" THICK

INSULATION

24" ID STACK

EPA TEST PORT (TYP OF 2)

INSTALLED 90° APART

60" ABOVE FINISHED ROOF

FLANGED CONNECTION (UNION

SHALL BE PROVIDED WITH

THREADED CONNECTIONS)

FLEXIBLE

CONNECTION

VENTS WITHOUT AN EXHAUST HEAD

SHALL TERMINATE A MINIMUM OF 72"

ABOVE FINISHED ROOF

SLIP-ON FLANGE AND BLIND

FLANGE (OF SAME

MATERIAL AS STACK)(TYP)

2"x2"x1/4" ANGLE (OF SAME

MATERIAL AS STACK) WELDED

TO STACK ABOVE EACH TEST

PORT

1/2"DIA HOLE (TYP)

TEST PORT

1.

AIR

CONTROLLER

ITEMS NOTED AS "SPARE" SHALL BE PROVIDED. NO CONNECTION TO FIELD DEVICE IS REQUIRED.

PANEL SHALL BE TWENTY-FOUR INCHES (24") DEEP WITH FRONT HINGED ENTRY DOORS.

REFER TO SPECIFICATION SECTION 23 09 11 FOR ADDITIONAL REQUIREMENTS.

ALL ALARM, CONTROL AND MONITORING POINTS SHALL BE COMMUNICATED TO THE SCADA CPU LOCATED

IN THE CONTROL ROOM VIA MODBUS.

4.

2.

3.

1.

2.

3.

FUEL/O2

CONTROLLER

ITEMS NOTED AS "SPARE" SHALL BE PROVIDED. NO CONNECTION TO FIELD DEVICE IS REQUIRED.

PANELS SHALL BE EIGHTEEN INCHES (18") DEEP WITH FRONT HINGED ENTRY DOORS.

CONTRACTOR SHALL INTERLOCK H.O.A. SWITCH WITH MOTOR CONTROL CENTER.

ALL DRAFT GAUGES SHALL BE ELECTRONIC FLUSH PANEL MOUNTED.

ALL ALARM, CONTROL AND MONITORING POINTS SHALL BE COMMUNICATED TO THE SCADA CPU

LOCATED IN THE CONTROL ROOM VIA MODBUS.

5.

4.

CANOPY LIGHT

M

IN

TY

P F

O R

A

LL

7'-0"

7' -0

ALARM BELL

ALARM

ACKNOWLEDGE

VISUAL ALARM

STROBE

TOUCH SCREEN

5' -7

(T

Y P

F O

R A

LL

OH A

SF-1

OFF

ON

CONDENSATE

SURGE

TANK TEMP

(°F)

DEAERATOR

HEAD

PRESSURE

(PSIG)

OUTSIDE

AIR TEMP

(°F)

ALARM TEST

OH A

OFF

ON

OH A

BFP-1

OFF

ON

OH A

BFP-2

OFF

ON

OH A

BFP-3

OFF

ON

7' -0

OH A

CTP-1

OFF

ON

OH A

CTP-2

OFF

ON

OH A

FOP-1

OFF

ON

OH A

FOP-2

OFF

ON

DEAERATOR

STORAGE

TANK TEMP

(°F)

BOILER STATUS

B-1

OFF

ON

B-2

OFF

ON

B-3

OFF

ON

CANOPY LIGHT

M

IN

TY

P F

O R

A

LL

4'-0"

STEAM

OUTPUT

(PPH)

ALARM BELL

EMERGENCY STOP

VISUAL ALARM

STROBE

TOUCH SCREEN

5' -8

(T

Y P

F O

R A

LL

OH A

BURNER

START/

STOP

SELECTOR

OFF

ON

(°F) SPARE

FUEL

SELECTOR

OFF

ON

ALARM HORN

STEAM

PRESSURE

(PSIG)

ALARM

SILENCE

BMS

RESET

FD

FAN

OFF

ON

OFF

OIL GASOIL

GUN

POSITION

OUT

IN

BMS

DISPLAY

4" CONCRETE

HOUSEKEEPING PAD

8" CONCRETE

HOUSEKEEPING PAD

PRESSURE GAUGE

(0-300 PSI RANGE)

STEAM ISOLATION VALVE

(GATE VALVE, REFER TO

SPECIFICATIONS)

HIGH PRESSURE STEAM

(REFER TO PLANS FOR SIZES

AND LOCATIONS)

FL

O

W

1" GLOBE VALVE

BY-PASS (WARM-UP)

FLOW

TABLE OF FORCES AND MOMENTS DUE TO THERMAL EXPANSION AND WEIGHT OF

STEAM LEAD AND VALVES

ISOMETRIC VIEW

STEAM NOZZLE

FRONT OF BOILER

LONG AXIS OF BOILER

NOTES:

1. BOILERS SHALL BE DESIGNED TO WITHSTAND THE FORCES AND MOMENTS SHOWN

ABOVE.

2. ADD ANY Fy FORCE (500 LB [230 Kg] MINIMUM) AS AN ESTIMATION OF THE WEIGHT

EFFECT OF THE STEAM LEAD AND VALVE ON THE BOILER. BOILER AND PIPE HANGER

SUPPLIERS SHALL COORDINATE TO DETERMINE THE EXACT Fy FORCE WHICH WILL BE

IMPOSED ON THE STEAM NOZZLES.

+Fy

+My

+Mx

+Fx+Fz

+Mz

BOILER

B-1 (1170)

MAXIMUM ALLOWABLE LOAD ON BOILER STEAM NOZZLE (300 PSIG DESIGN)

BOILER Fx

LB

Fy Fz

700 BHP 4,000 2,000 4,000 4,000 4,000 4,000

B-2 (2180) B-3 (3180)

LB LB

Mx

IN LB

My

IN LB

Mz

IN LB

Fx

LB

Fy Fz

LB LB

Mx

IN LB

My

IN LB

Mz

IN LB

-40.37 -234.23 -21.00 -1,934.29 -7.94 1,452.47 -60.98 -209.53 -5.16 -2,037.55 236.02 1,576.29 -180.62 -387.17 21.30 -1,442.35 68.83 -728.50

BOILER/BURNER

SUBMASTER

CONTROL

B-3

BOILER/BURNER

SUBMASTER

CONTROL

B-2

BOILER/BURNER

SUBMASTER

CONTROL

B-1

MASTER

STEAM

PRESSURE

CONTROL

CONDENSATE

SURGE TANK

CONTROLLER

DEAERATOR

CONTROLLER

FEEDWATER

HEADER (A)

TEMP

(°F)

FEEDWATER

HEADER

TEMP

(°F)

FEEDWATER

HEADER (A)

PRESSURE

(PSIG)

FEEDWATER

HEADER

PRESSURE

(PSIG)

MAIN FUEL

OIL

PRESSURE

(PSIG)

MAIN GAS

PRESSURE

(PSIG)

STEAM

HEADER

PRESSURE

(PSIG)

STEAM

OUTPUT

(PPH)

INCOMING

WATER

PRESSURE

(PSIG)

CONDENSATE

TRANSFER PUMPS

FUEL OIL PUMPS

SF-2

OH A

OFF

ON

SF-3

OH A

OFF

ON

SF-4

OH A

OFF

ON

SF-5

OH A

OFF

ON

SF-6

OH A

OFF

ON

SF-7

OH A

OFF

ON

SF-8

BOILER FEEDWATER

PUMPS

STACK

TEMP

SPARE SPARE

BOILER OUTLET

DRAFT

CONTROLLER

FEEDWATER

CONTROLLER

BOILER

MASTER

CONTROLLER

CONTROL PANEL

CIRCUIT BREAKER

DRAFT

GAUGE

WATER

LEVEL

WATER

LEVEL HIGH

ALARM

WATER

LEVEL LOW

ALARM

N O

D E

V

IC

E S

N O

D E

V

IC

E S

NOTES:

1.

2.

3.

UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SIZE THE VENT PIPE SO THAT STEAM IS NOT BLOWN OUT AT THE VENT PIPE ENTRANCE. UTILIZE THE CALCULATION METHOD CONTAINED IN ANSI B31.1.

POWER PIPING CODE, APPENDIX II.

VENT PIPE SHALL TERMINATE 6' [1829mm] MIN. ABOVE FINISHED ROOF.

DO NOT CONNECT ANY OTHER DRAIN TO THE DRIP PAN ELBOW DRAIN PIPE.

Design, Inc.

Tel 352.376.5500 Fax 352.375.3479

Tioga Town Center

Gainesville, Florida 32669

Affiliated Engineers SE, Inc.

CA-5140

12921 SW 1st Road Ste 205

Affiliated Engineers

ENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORD

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot 1

88 88 44 44

00 00

BBBB

AAAA

CCCC

DDDD

EEEE

FFFF

th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot

"6

11 11 00 00

"6 on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot

22 22 00 00

"6

"6

00 00 22 22 th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot

44 44 00 00 th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot

44 44 00 00

00 00 44 44

88 88 on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot

VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231

1111 2222 3333 4444 5555 6666 88887777 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

99997777 8888666655554444333322221111

FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.

APPROVED FOR CONSTRUCTION

Office of Construction and Facilities Management

Department of Veterans Affairs

BLDG 100 ENERGY CENTER

516-15-107

BAY PINES, FLORIDA

100% DESIGN

DESIGN TO REPLACE BOILERS,

3 6 0 3 N W 9 8 t h S t r e e t , S u i t e B Gainesvi l le, FL 32606 P h o n e : ( 3 5 2 ) 4 7 4 - 6 1 2 4 F a x : ( 3 5 2 ) 5 3 3 - 4 4 3 7

COA: FL #2 9 57 8

AKE A P r o j e c t No . 1 2 8 - 1 6

JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678

MECHANICAL DETAILS

MAY 15, 2017 JSN RWD

MP503

SCALE: SCALE:

3/4" BD

2" BBD

2" BBD

1" BD

3/4" SW

FINISHED

FLOORFINISHED

FLOOR

6" CONCRETE PIER

REFER TO STRUCTURAL6" CONCRETE PIER

REFER TO STRUCTURAL

TRENCH REFER TO

STRUCTURAL

TRENCH REFER TO

STRUCTURAL

SLOPE

SLOW OPENING

BLOWDOWN VALVE

QUICK OPENING

BLOWDOWN VALVE

QUICK OPENING

BLOWDOWN VALVE

2" BBD

NOTE:

USE SCHEDULE 80 PIPE, SEWER TEES AND LONG

RADIUS ELBOWS FOR ALL BLOWDOWN PIPING. HARD

90 DEGREE ELBOWS AND SHORT 90 DEGREE ELBOWS

ARE NOT ALLOWED FOR ANY BLOWDOWN PIPING.

NOTE:

USE SCHEDULE 80 PIPE, SEWER TEES AND LONG

RADIUS ELBOWS FOR ALL BLOWDOWN PIPING. HARD

90 DEGREE ELBOWS AND SHORT 90 DEGREE ELBOWS

ARE NOT ALLOWED FOR ANY BLOWDOWN PIPING.

NOTE:

USE SCHEDULE 80 PIPE, SEWER TEES AND LONG

RADIUS ELBOWS FOR ALL BLOWDOWN PIPING. HARD

90 DEGREE ELBOWS AND SHORT 90 DEGREE ELBOWS

ARE NOT ALLOWED FOR ANY BLOWDOWN PIPING.

3/4" D 1" BD

3/4" BD

3/4" D

TO CONDENSATE PIT

SAMPLE COOLER

1/4" SAMPLE

LINE TO SINK

RIGHT HAND VIEW

LEFT HAND VIEW

DETAIL - BOILER BLOWDOWN PIPING HOOKUP

NONE1

DETAIL - BOILER BLOWDOWN PIPING HOOKUP

NONE2

DETAIL - BOTTOM BLOWDOWN

NONE3

Design, Inc.

Tel 352.376.5500 Fax 352.375.3479

Tioga Town Center

Gainesville, Florida 32669

Affiliated Engineers SE, Inc.

CA-5140

12921 SW 1st Road Ste 205

Affiliated Engineers

ENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORDENGINEER-OF-RECORD

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot on e ei gh th in ch on e fo ot 1

88 88 44 44

00 00

BBBB

AAAA

CCCC

DDDD

EEEE

FFFF

th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot th re e in ch es on e fo ot

"6

11 11 00 00

"6 on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e an d on e ha lf in ch es on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot on e in ch on e fo ot

22 22 00 00

"6

"6

00 00 22 22 th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot th re e qu ar te rs in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot on e ha lf in ch on e fo ot

44 44 00 00 th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot th re e ei gh th s in ch on e fo ot

44 44 00 00

00 00 44 44

88 88 on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot on e qu ar te r in ch on e fo ot

VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231VA FORM 08-6231

1111 2222 3333 4444 5555 6666 88887777 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

99997777 8888666655554444333322221111

FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.FL. P.E. NO.

APPROVED FOR CONSTRUCTION

Office of Construction and Facilities Management

Department of Veterans Affairs

BLDG 100 ENERGY CENTER

516-15-107

BAY PINES, FLORIDA

100% DESIGN

DESIGN TO REPLACE BOILERS,

3 6 0 3 N W 9 8 t h S t r e e t , S u i t e B Gainesvi l le, FL 32606 P h o n e : ( 3 5 2 ) 4 7 4 - 6 1 2 4 F a x : ( 3 5 2 ) 5 3 3 - 4 4 3 7

COA: FL #2 9 57 8

AKE A P r o j e c t No . 1 2 8 - 1 6

JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678JACK S NEALE 42678

MECHANICAL DETAILS

MAY 15, 2017 JSN RWD

MP504