36C24818R0121-012.pdf

DWG. SHEET

G001 TITLE PAGE 1

G002 INDEX OF DRAWINGS 2

S201 KEYPLAN 3

S202 STRUCTURAL PHASING FOR DEMOLITION & NEW WORK 4

S203 CONDENSATE TANK PLATFORM 5

S204 SECTIONS & DETAILS 6

S205 SECTIONS & DETAILS 7

S206 BOILER STACK FRAMING 8

PL101 OVERALL PLUMBING DEMOLITION / NEW PLAN 9

M001 STEAM TRAP SCHEDULES, LEGEND, AND NOTES 10

M100 SITE MAP - EXTERIOR REPEATER LOCATIONS 11

M101 BUILDING 100 - 1ST FLOOR PLAN - STEAM TRAP LOCATIONS 12

M102 BUILDING 100 - 2ND FLOOR PLAN - STEAM TRAP LOCATIONS 13

M103 ENERGY CENTER - STEAM TRAP LOCATIONS 14

M104 BUILDING 1 - STEAM TRAP LOCATIONS 15

M105 BUILDING 2 - STEAM TRAP LOCATIONS 16

M106 BUILDING 13 - STEAM TRAP LOCATIONS 17

M107 BUILDING 23 - STEAM TRAP LOCATIONS 18

M108 BUILDING 37 - STEAM TRAP LOCATIONS 19

M109 BUILDING 71 - STEAM TRAP LOCATIONS 20

M110 BUILDING 101 - STEAM TRAP LOCATIONS 21

M111 BUILDING 102 - STEAM TRAP LOCATIONS 22

MP001 MECHANICAL LEGEND, SYMBOLS AND ABBREVIATIONS 23

MP201 PHASE 1 - DEMOLITION 24

MP202 PHASE 1 - NEW WORK 25

MP203 PHASE 2 - DEMOLITION 26

MP204 PHASE 2 - NEW WORK 27

MP205 PHASE 3 - DEMOLITION 28

MP206 PHASE 3 - NEW WORK 29

MP207 BOILER PLANT - UNDERFLOOR PIPING 30

MP212 BOILER PLANT - VENTILATION PLAN NEW 31

MP221 DEDUCT ALTERNATE #3 - REUSE EXISTING STACK 32

MP301 BOILER PLANT - SECTIONS - MECHANICAL 33

MP302 BOILER PLANT - 3D VIEW 34

MP303 BOILER PLANT - DEMO 3D VIEWS 35

MP304 BOILER PLANT - NEW 3D VIEWS 36

MP305 BOILER PLANT - ROOF - 3D VIEW 37

MP306 WATER TREATMENT - NEW 3D VIEW 38

MP401 MOBILE BOILER ROOM SITE PLAN 39

INDEX OF DRAWINGS

DESCRIPTION DWG. SHEET

MP501 MECHANICAL DETAILS 40

MP502 MECHANICAL DETAILS 41

MP503 MECHANICAL DETAILS 42

MP504 MECHANICAL DETAILS 43

MP505 SAFETY DEVICE TESTING PROCEDURES 44

MP506 SAFETY DEVICE TESTING PROCEDURES 45

MP507 SAFETY DEVICE TESTING PROCEDURES 46

MP508 SAFETY DEVICE TESTING PROCEDURES 47

MP509 SAFETY DEVICE TESTING PROCEDURES 48

MP601 MECHANICAL SCHEDULES 49

MP602 MECHANICAL SCHEDULES 50

MP603 MECHANICAL SCHEDULES 51

MP701 STEAM SYSTEM SCHEMATIC 52

MP702 CONDENSATE SYSTEM SCHEMATIC 53

MP705 WATER SOFTENER SCHEMATIC 54

MP706 NATURAL GAS SYSTEM SCHEMATIC 55

MP708 TYPICAL 700HP FIRE TUBE BOILER TRIM SCHEMATIC 56

MP709 TYPICAL 700HP FIRE TUBE BOILER FUEL TRAIN SCHEMATIC 57

MP710 CONTROL SYSTEM ARCHITECTURE 58

E001 ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES 59

ED101 ENERGY CENTER - DEMO 60

EL101 ENERGY CENTER - NEW LIGHTING 61

EP101 ENERGY CENTER - NEW POWER 62

EP102 ENERGY CENTER SOUTH - NEW POWER 63

EP103 ENERGY CENTER ROOF - NEW POWER 64

EP104 ENERGY CENTER - EXISTING TO REMAIN RACEWAY 65

EP120 CAMPUS SITE PLAN - TRAP MONITORING POWER 66

EP121 BUILDING 100 - ENERGY CENTER - TRAP MONITORING 67

EP122 BUILDING 100 - FIRST FLOOR INTERSTITIAL - TRAP MONITORING 68

EP123 BUILDING 100 - SECOND FLOOR INTERSTITIAL - TRAP MONITORING 69

EP124 BUILDINGS 1, 2, & 37 - TRAP MONITORING 70

EP125 BUILDINGS 71 & 101 - TRAP MONITORING 71

EP126 BUILDINGS 102 - TRAP MONITORING 72

EP127 BUILDINGS 13, 23, & 36 AND MAINT. & PUMPHOUSE - TRAP MONITORING 73

EP501 ELECTRICAL DETAILS 74

EP601 ELECTRICAL ONE-LINE DIAGRAM AND LOAD ESTIMATION 75

EP602 MCC-BQ REPLACEMENT AND MCC-Q MODIFICATIONS 76

EP701 ELECTRICAL SCHEDULES 77

EP702 ELECTRICAL SCHEDULES 78

INDEX OF DRAWINGS

DESCRIPTION

18.617.716.715.8

14.9

14.1

13.313

M

N

M.7

M.8

181716

L

S204

S206

S203

S203

NEW MEZZANINE

PLATFORM FOR

CONDENSATE

SURGE TANK.

REMOVE / SAWCUT PORTION OF

EXISTING REINFORCED CONCRETE

DECKING & 4' - 7" Ø STACK OPENING

& REPLACE W/ STRUCTURAL

FRAMING GRATING OR PLATE. SEE

S206, PLANS 1, 2, 3, & 4

EXISTING 7' - 0" Ø OPENING & SURROUNDING

CONCRETE TO REMAIN. IN-FILL WITH NEW

STRUCTURAL FRAMING & GRATING OR

PLATE. SEE S206, PLANS 1 & 2.

S204

S204

2B

S204

5B

S205

S204

S204

NEW TRENCH

PILE @ CORNERS

& 10' O.C. MAX.

3'-0" TYP.

C PILING

1' - 10" TYP.

C PILING

L

L

4B

S205

2A

S204

2A

S204

T Y

P . 3

L O

C

TYP. 3 LOC.

7' - 4"

S205

S204

S205

4A

S205

5A

S205

EXST. 4'-7" Ø

STACK OPENING

EXST. CONCRETE

DECK BEYOND

OPENINGS

B

A

C

D

D

F

HJ

B1B2B3

S204

S204

H

A

G

B

C

A

B

A

B

1C

A

A

II

KK

1J

F

H

KK KK

II II

1G1G

J

H

A

B

A

A

Design, Inc.

ENGINEER-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 i nc h o ne f oo t

B

A

C

D

E

F th re e in ch es o ne f oo t

6"

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs i nc h o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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,

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 533-4437

COA: FL #29578

AKEA Project No. 128-16

RICHARD G. WHEELER 23064

STRUCTURAL KEYPLAN

MAY 15, 2017 RGW JG

S201

1/4" = 1'-0"

1 OVERALL STRUCTURAL PLAN

SHEET NOTES

ALL PILES SHALL BE DUCTILE IRON PIPE PILES, DRIVEN WITH

A HIGH FREQUENCY IMPACT HAMMER (A PROCESS THAT

PRODUCES LITTLE TO NO VIBRATION). PIPES SHALL BE 4.65

INCHES IN DIAMETER & SHALL BE DRIVEN WITH AN ENLARGED

SHOE TO PRODUCE AN 8 INCH DIAMETER PILE. PILES SHALL

BE DRIVEN TO 35' OR AUGER REFUSAL. AFTER DRIVING, THE

PILES SHALL BE FILLED WITH GROUT AND A REBAR CAGE

SHALL BE PLACED IN THE GROUTED HOLE PER DETAIL 8/S205.

A LOAD TEST SHALL BE PERFORMED TO VERIFY THAT EACH

OF THE DUCTILE IRON PILES HAVE ACHIEVED A MINIMUM

CAPACITY OF 35 TONS.

1.

N

KEY VALUE KEYNOTE TEXT

A EXISTING 5'-6" X 2'-6" X 24" DEEP REINFORCED CONCRETE

CAP W/ 2 CONCRETE PILES

B EXISTING SINGLE PILE W/ 2'-6"± X 2'-6"± X 24" DEEP

THICKENED SLAB

C EXISTING 21'-0" X 8'-0" X 24" DEEP REINFORCED CONCRETE

PILE CAP W/ 4 CONCRETE PILES

D EXISTING FOUNDATION FOR STEEL COLUMNS & ELEVATED

WALKWAY

E NOT USED

F EXISTING TRENCH

G NEW TRENCH

H NEW PILING, SEE NOTE # 1

I NEW CURBS CAST ON EXISTING PADS TO ELEVATE &

SUPPORT NEW BOILERS

J NEW CONCRETE BOILER PAD, 24" THICK

K NEW CURBS CAST W/ NEW PADS TO ELEVATE & SUPPORT

NEW BOILERS

KEYNOTE LEGEND

DEMOLISH EXST. ELEVATED PAD DOWN

TO FINISHED FLOOR LEVEL. AFTER

REMOVAL, ROUGHEN SURFACE & FILL

ALL VOIDS W/ NON-METALLIC NON-

SHRINK HIGH STRENGTH GROUT.

19' - 4"

8' - 7"

19' - 11"

2' - 4"

17' - 1"

3' - 3"3' - 3"

2' - 4" ±

1' - 6" ±

10' - 7"

7' - 5"

3' - 3"

2' - 4 1/2"

22' - 5"

10"±

10"±

2' - 6"

CUT CONCRETE

FLOOR FOR TRENCH

INSTALLATION, TYP.

10' - 7"

7' - 5"

42' - 3 1/2"

3' - 3" 2' - 4 1/2"

22' - 5"

2' - 4 1/2"2' - 4 1/2"

3' - 3"3' - 3"

EXCAVATION

CENTERED ON

EXISTING PAD

LOCATION

10"±

CL

10' - 7"

12' - 1"

10"±

EXCAVATION

CENTERED ON

EXISTING PAD

LOCATION

CL

10' - 6"

7' - 4"

18' - 2"

7' - 1"

21' - 2"

15' - 6"

24' - 1"

NEW TRENCH,

18" WIDE, TYP.

10"±

10"±

CL CL

20' - 9"

5' - 2"

1' - 1"±

1' - 9"±

5' - 2" 1' - 1"1' - 1"

NEW FLOOR CLEAN OUT.

REFER TO DWG PL101

42' - 3"

24' - 1"

7' - 4"

10' - 6"

10"±

CL CL

20' - 9"

1' - 1" 5' - 2" 1' - 1"

1' - 5" 5' - 2"

1' - 5"

10' - 6"

7' - 4"

CLCL

20' - 9"

10"±

5' - 2"1' - 1" 1' - 1"

Design, Inc.

ENGINEER-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 i nc h o ne f oo t

B

A

C

D

E

F th re e in ch es o ne f oo t

6"

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs i nc h o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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,

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 533-4437

COA: FL #29578

AKEA Project No. 128-16

RICHARD G. WHEELER 23064

STRUCTURAL PHASING FOR DEMOLITION &

NEW WORK

MAY 15, 2017 RGW JG

S202

1/4" = 1'-0"

1 PHASE 1 DEMOLITION

1/4" = 1'-0"

3 PHASE 2 DEMOLITION

1/4" = 1'-0"

5 PHASE 3 DEMOLITION

N N N

1/4" = 1'-0"

2 PHASE 1 NEW

N

1/4" = 1'-0"

4 PHASE 2 NEW

1/4" = 1'-0"

6 PHASE 3 NEW

N N

SLOPE

1/8" / FT.

SLOPE 1/8" / FT.

SLOPE

1/8" / FT.

SLOPE 1/8" / FT.

SLOPE

1/8" / FT.

SLOPE

1/8" / FT.

SLOPE 1/8" / FT.

SLOPE 1/8" / FT.

-1' - 0"

-1' - 2 3/4"

-1' - 9"-1' - 10"

-1' - 10 1/2"

-1' - 2" -1' - 10"-1' - 11"-2' - 0"

-1' - 8" -1' - 7" -1' - 6" -1' - 5" -1' - 4" -1' - 3"

-1' - 2 3/4" -1' - 2 3/4"

SLOPE

1/8" / FT.

-1' - 0"

-1' - 2 3/4"

-1' - 0"-1' - 0"

-1' - 1 1/4"-1' - 1 1/4" -1' - 0"

-1' - 8 1/4"

1 REMOVE EXISTING 4-1/2" THICK

HOUSEKEEPING PAD ATOP EXISTING

BOILER PAD. AFTER REMOVAL,

ROUGHEN SURFACE & FILL ALL

VOIDS W/ NON-METALLIC NON-

SHRINK HIGH STRENGTH GROUT.

SHEET NOTES

AN EXISTING FLOOR DRAIN PIPE IS

LOCATED BELOW BOTTOM OF

PROPOSED TRENCH IN

APPROXIMATE LOCATIONS SHOWN

(REFER TO DWG PL101).

CONTRACTOR SHALL BE CAREFUL

NOT TO DAMAGE EXISTING PIPE

THAT IS TO BE LEFT IN PLACE. IN

LOCATIONS WHERE NEW TRENCH

PILES ARE TO BE CONSTRUCTED,

CONTRACTOR SHALL DETERMINE

DRAIN PIPE LOCATION PRIOR TO

INSTALLATION OF PILING TO AVOID

INTERFERENCE. SHOULD DRAIN PIPE

INTERFERE WITH PILING, DRAIN PIPE

SHALL BE RELOCATED.

AN EXISTING FLOOR DRAIN PIPE IS

LOCATED AT AN ELEVATION BELOW

THE BOTTOM OF EXISTING

TRENCHES IN APPROXIMATE

LOCATIONS SHOWN (REFER TO DWG

PL101). CONTRACTOR SHALL BE

CAREFUL NOT TO DAMAGE EXISTING

PIPE THAT IS TO BE LEFT IN PLACE.

IN LOCATIONS WHERE NEW PILES

OR BOILER PADS ARE TO BE

CONSTRUCTED, CONTRACTOR

SHALL DETERMINE DRAIN PIPE

LOCATIONS TO AVOID DAMAGE DUE

TO EXCAVATION OR INSTALLATION

OF PILING.

SAW-CUT FLOOR TO ACCOMMODATE

FLOOR CLEAN OUT RELOCATION.

COMPACT SOIL & PATCH FLOOR

WITH CONCRETE TO MATCH

EXISTING. REFER TO DWG PL101.

-1' - 2"

-1' - 1"

-1' - 2"

-1' - 1"

-1' - 0"

13.313

M.8 6' - 8"

S203

S203

7'

/2

W8X10

W8X10

W 8X

W 8X

C 4X

4.

C 4X

4.

W 8X

W

8X

W 8X

W

8X

W8X10W8X10

HSS 4 x 4 x ¼"

COLUMNS, TYP.

5 LOCATIONS

W 8X

W 8X

C4X4.5 C4X4.5

W8X10W8X10

3' - 0 1/2"

4'

/4

C4X4.5

C 4X

4.

3' - 0 1/2"

4'

/4

FIELD VERIFY

2' - 0"

ATTACH C4X4.5 TO EXISTING

CONCRETE WALL W/ 3/8" Ø X

4" LONG WEDGE ANCHOR -

TYP. 2 PER LENGTH OF

CHANNEL (6 THIS SIDE).

ATTACH C4X4.5 TO EXISTING

CONCRETE WALL W/ 3/8" Ø X 4" LONG

WEDGE ANCHOR - TYP. 2 PER

LENGTH OF CHANNEL (6 THIS SIDE).

T Y

P

1'

TYP.

1' - 0"

OPEN

S203

S203

12' - 9"

C 4X

4.

C 4X

4.

C 4X

4.

C 4X

4.

C 4X

4.

C 4X

4.

C 4X

4.

C4X4.5

EXST.

STAIR

LANDING

C4X4.5 C4X4.5

B E

T W

E E

N W

8X

B E

A M

S , T

Y P

13.313

M.8

S203

S203

3' - 0" 3' - 0"

12' - 9"

6' - 6" (78")

CL TO BOLTSCL

7'

/2

/2

C L T

O

B

O L

T S

C L

6' Ø TANK

STAND BASE

6' - 9" (81")

2'

0"

±4'

/4

4'

/4

3'

T A

N K

L E

N G

T H

4'

4'

S T

A N

D B

A S

E

8'

STAND BASE

5'

6' - 6"

3'

/2

18' - 0"

2' - 0 1/2" ±

EXST.

STAIR

LANDING

3' - 0"

102102

DEMOLISH EXST.

HAND RAILING

THIS AREA

102102

13.313

W8X10

HSS 4 X 4 X ¼"

6" X 6" X 1/4"

BASE PLATE.

ANCHOR TO

EXST. PIT FLOOR.

EXST. PIT

WALL

C4X4.5

1-½" Ø HANDRAILING

W/ STD. 4" KICK

PLATE, TYP.

21"

42"

CONDENSATE

SURGE TANK

ELEVATED TANK SUPPORT

FRAME BY OTHERS

S203

1/4"

TYP.

C4X4.5

EXST. WALL

3/8" Ø

WEDGE

ANCHOR

COPE CHANNEL

FLANGES, TYP.

CL

CL

C4X4.5

214214

1/4" x 6" x 6" PLATE

1/4"

TYP. ALL

AROUND

HSS 4 x 4 x 1/4

1 1/2"

81" OUTSIDE FRAME WIDTH

78" TO ANCHOR BOLTS

SURGE TANK BASE

W8X10

7/8" Ø BOLT, ATTACH BASE

FRAME TO W8X10

CL

CL CL

1 1/8"

4"

1/4"

TYP. ALL

AROUNDTYP.

1"

3/8" Ø X 3" LONG

WEDGE ANCHORS,

TYP. 2 PER COLUMN

1/4" x 8" x 8" PLATE

EXST.

CONCR.

SLAB

W8X10

L3 X 3 X 1/4 - 3" LONG

ANGLE CLIP EA. SIDE

OF W8X10 WEB.

3/8" Ø X 4" LONG

WEDGE ANCHOR,

TYP. 1 PER

ANGLE CLIP

EXIST. WALL

1/4

TYP.214

Design, Inc.

ENGINEER-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 i nc h o ne f oo t

B

A

C

D

E

F th re e in ch es o ne f oo t

6"

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs i nc h o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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,

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 533-4437

COA: FL #29578

AKEA Project No. 128-16

RICHARD G. WHEELER 23064

CONDENSATE TANK PLATFORM

MAY 15, 2017 RGW JG

S203

3/4" = 1'-0"

1 STRUCTURAL PLATFORM FRAMING PLAN

1/2" = 1'-0"

NEW MEZZANINE PLATFORM FOR

CONDENSATE SURGE TANK

1/2" = 1'-0"

3 MEZZANINE PLATFORM CROSS SECTION

KEY VALUE KEYNOTE TEXT

101 CUT AWAY PORTION OF EXISTING 6.5" SLAB AS

REQUIRED TO FACILITATE INSTALLATION OF NEW

COLUMN BASE PLATE.

102 EXST. W10 BEAM & STEEL GRATE BALCONY TO BE

DEMOLISHED IN PHASE 3.

201 NEW HAND RAILING TO BE INSTALLED IN PHASE 3.

202 NEW HAND RAILING THIS SIDE. SEE SECTION 3/S203

214 WELDED BAR GRATING, GW SERIES, 1" X 1/8" BAR

BEARING SIZE; 1 3/16" CENTER TO CENTER BAR

SPACINGS, TYP. - WELD TO NEW STRUCTURAL STEEL

CHANNEL FRAMING AND ANGLE CLIPS.

1 1/2" = 1'-0"

6 STRUCTURAL PLATFORM CONNECTION DETAIL

9' - 0"

FIELD VERIFY

N

NOTE: COORDINATE MEZZANINE DIMENSIONS W/

SELECTED CONDENSATE SURGE TANK.

1 1/2" = 1'-0"

4 DETAIL - MEZZANINE PLATFORM ATTACHMENT

N

10"

3' - 3"

3 #5 HORIZ.,

BOTH SIDES

3 #5 TOP;

4 #5 BOTTOM

0' - 10" 1' - 6" 0' - 10"

8"

12"

MIN.

#5 @ 12"

O.C. TYP.

2" COVER

TYP.

NEW PILING @

10' O.C. MAX.

1' - 7 1/2"

CL

209209

2" COVER,

TYP.

10" 1' - 6"

2' - 4 1/2" VARIES

24"

10"

CL

12"

MIN.

8"

209 210

1' - 6" ± *

12"

MIN.

8"

3 #5

104104

FIELD VERIFY BEFORE CUTTING

#5 @ 12

210 210

1' - 6"

12"

MIN.

2' - 4 1/2"

205204

8"

10"

210 209

1/4" x 2 3/4" H.H.

BOLT @ 18" O.C.

CONT. "O"

RING VINYL

SEALS

#10-24 x 5/8" S.S.

SCREW @ 24" O.C.

1 1/4"

NOTE: AS AN ALTERNATIVE, CONTRACTOR

MAY OPT TO INSTALL SUPPORT

FRAME AFTER NEW CONCRETE HAS

CURED. REFER TO DETAIL 1B/S204.

FACTORY SUPPLIED CAST-IN-PLACE STEEL

FRAME SPECIFICALLY DESIGNED & SUPPLIED

FOR USE AS TRENCH COVER SUPPORT.

NEW PILING

3' - 0"

10' - 7"

BOILER & SUPPORT FRAMING

TO SPAN EXST. TRENCH

NEW 4" CURB ON

EXISTING PAD, SEE

SECTION 4/S205

10"

4"4"

10"

104 206

207 4 #5 W/

STD. HOOK

3' - 0"

4"

NEW 4" CURB,

SEE SECTION

5/S205

10" 1' - 6"

2' - 4 1/2" 2' - 0"

CL

209 210

12"

MIN.

8"

3"

2"

3/8" X 2-1/2"

WEDGE ANCHOR

@ 18" O.C. TYP.

L3 X 2 X 1/4

EXST. CONCR.

1/4"

2"

Design, Inc.

ENGINEER-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 i nc h o ne f oo t

B

A

C

D

E

F th re e in ch es o ne f oo t

6"

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs i nc h o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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,

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 533-4437

COA: FL #29578

AKEA Project No. 128-16

RICHARD G. WHEELER 23064

SECTIONS & DETAILS

MAY 15, 2017 RGW JG

S204

1 1/2" = 1'-0"

1 TYPICAL NEW TRENCH SECTION

1" = 1'-0"

2 TRENCH @ PILE CAP INTERFACE

1" = 1'-0"

2B TRENCHING @ EXISTING PILE CAP & BOILER PAD INTERFACES

1" = 1"

1A DETAIL - CAST-IN-PLACE TRENCH COVER SUPPORT

1" = 1'-0"

3 NEW BOILER PAD & CURBING TO SUPPORT BOILER

1" = 1'-0"

2A TRENCH @ EXISTING BOILER PAD INTERFACE

1" = 1"

1B DETAIL TRENCH COVER SUPPORT FRAME @ EXISTING CONCRETE

1.

2.

EXISTING PILE CAPS ARE NOT VISIBLE FROM

SURFACE. CONTRACTOR SHALL EXPOSE

PRIOR TO TRENCH CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY ALL

EXISTING CONDITIONS BEFORE CUTTING

EXISTING SLAB.

KEY VALUE KEYNOTE TEXT

103 EXISTING REINFORCED 10" FLOOR SLAB TO REMAIN.

104 EXISTING 24" THICK BOILER PAD W/ 4 PILES TO

REMAIN.

106 EXISTING 24" THICK PILE CAP TO REMAIN.

107 EXISTING 24" DEEP, 30" WIDE TRENCH TO REMAIN.

108 SAW CUT & REMOVE EXISTING 10" FLOOR SLAB.

203 DRILL HOLE & EPOXY GROUT, TYP.

204 #5 DOWEL, MID DEPTH & 4" EMBEDMENT EACH SIDE,

@ 18" O.C., TYP.

205 NEW TRENCH; SEE SECTION 1/S204 FOR

REINFORCING

206 NEW 4 PILE BOILER PAD, 24" THICK W/ #7 @ 12" TOP

& BOTTOM, EACH DIRECTION.

207 1/2" PREMOLDED EXPANSION JOINT.

208 1/4" DIAMOND PLATE STEEL TRENCH COVER.

209 CAST-IN-PLACE TRENCH COVER SUPPORT. REFER

TO DETAIL 1A/S204

210 TRENCH COVER SUPPORT AT EXISTING CONCRETE.

REFER TO DETAIL 1B/S204

218 REFER TO S202 FOR DEPTH.

SHEET NOTES

10" 18"

8"

12"

MIN.

4' - 2" 18"

8"

12"

MIN.

1' - 3 1/4" 6 3/4" 10" 12" 12"

204205 204 205

1' - 9 1/4" 5' - 2" 1' - 0 3/4"

CL CL

203203203 203203

BOILER SUPPORT

FRAMING BY

OTHERS, TYP.

2' - 4 1/2"

2' - 4 1/2"

103 103

209 210 209210

218 218

12"

10" 18"

8"

12"

MIN.

203203

2' - 4 1/2"

11"

209 210

12"

203203

11"

1' - 10"

7' - 5"

1' - 10"3' - 8"10"

7" 4' - 2" 7"

4 #5 W/STD HOOK

NEW PILING

103 103 1' - 1" 5' - 2" 1' - 1"

CL CL

CL CL

1' - 10"

7' - 5"

1' - 10"3' - 8"

7" 4' - 2"

4 #5 W/STD HOOK

NEW PILING

7"

1' - 1" 5' - 2" 1' - 1"

212212

CL CL

CL CL

10" 1' - 6" 1' - 6" 10"

8"

7' - 4"

7" 4' - 2"

12"

MIN.

12"

MIN.

8"

12' - 1"

2' - 4" 1' - 10" 3' - 8" 1' - 10" 2' - 4"

4 #5 W/STD HOOK

NEW PILING

7"

12" 12"

212212

103 103

1' - 1" 5' - 2" 1' - 1"

CL C

L

CL CL

208 208

209209 209209

218 218

12"

4"

6"

2 #5 CONT.

#5 @ 12" O.C., BARS BENT AS

INDICATED.

3/4" CHAMFER, TYP.

1 1/2" COVER, TYP.

8"

CLEAN EXISTING CONCRETE

SURFACE, ROUGHEN & APPLY

ADHESIVE BETWEEN EXISTING &

NEW CONCRETE (PRIOR TO

CONCRETE PLACEMENT)

12"

2#5 CONT.

#5 @ 12" W/STD

HOOKS EACH END

3/4" CHAMFER, TYP.

#7 @ 12" O.C. TOP & BOTTOM, EA. WAY.1 1/2" COVER, TYP.

4"

#3 SPIRAL CAGE

4 #5 BARS, TIE INTO

BOTTOM OF TRENCH &

BOILER PADS W/ #5

DOWELS W/ STD HOOKS. 1 1/2"

COVER

8" Ø PILE

1" = 1'-0"

4 SECTION - NEW TRENCHES & CURBS @ EXISTING STRUCTURAL PAD

Design, Inc.

ENGINEER-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 i nc h o ne f oo t

B

A

C

D

E

F th re e in ch es o ne f oo t

6"

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs i nc h o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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,

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 533-4437

COA: FL #29578

AKEA Project No. 128-16

RICHARD G. WHEELER 23064

SECTIONS & DETAILS

MAY 15, 2017 RGW JG

S205

1" = 1'-0" 4A

SECTION - NEW TRENCHES & CURBS

@ EXISTING STRUCTURAL PAD

1" = 1'-0" 4B

SECTION - NEW CURBS ON

EXISTING STRUCTURAL PAD

1" = 1'-0"

5 SECTION - NEW BOILER PAD & CURBS @ EXISTING TRENCH

1" = 1'-0"

5A SECTION - NEW BOILER PAD & CURBS @ EXISTING SLAB

1" = 1'-0"

5B SECTION - NEW BOILER PAD, TRENCHES, & CURBS @ EXISTING SLAB

NEW BOILER #3

3" = 1'-0"

6 DETAIL - NEW CURB TO EXISTING CONCRETE

3" = 1'-0"

7 DETAIL - NEW CURB CAST W/ NEW BOILER PAD

KEY VALUE KEYNOTE TEXT

103 EXISTING REINFORCED 10" FLOOR SLAB TO REMAIN.

104 EXISTING 24" THICK BOILER PAD W/ 4 PILES TO

REMAIN.

105 EXISTING 4-1/2" ELEVATED HOUSEKEEPING PAD

(ATOP BOILER PAD) TO BE DEMOLISHED.

107 EXISTING 24" DEEP, 30" WIDE TRENCH TO REMAIN.

108 SAW CUT & REMOVE EXISTING 10" FLOOR SLAB.

203 DRILL HOLE & EPOXY GROUT, TYP.

204 #5 DOWEL, MID DEPTH & 4" EMBEDMENT EACH SIDE,

@ 18" O.C., TYP.

205 NEW TRENCH; SEE SECTION 1/S204 FOR

REINFORCING

206 NEW 4 PILE BOILER PAD, 24" THICK W/ #7 @ 12" TOP &

BOTTOM, EACH DIRECTION.

207 1/2" PREMOLDED EXPANSION JOINT.

208 1/4" DIAMOND PLATE STEEL TRENCH COVER.

209 CAST-IN-PLACE TRENCH COVER SUPPORT. REFER

TO DETAIL 1A/S204

210 TRENCH COVER SUPPORT AT EXISTING CONCRETE.

REFER TO DETAIL 1B/S204

211 ELEVATED CURB, ATTACH TO EXISTING CONCRETE.

SEE DETAIL 6/S205

212 ELEVATED CURB, CAST WITH NEW BOILER PAD. SEE

DETAIL 7/S205

213 NEW BOILER SUPPORT FRAMING BY OTHERS.

218 REFER TO S202 FOR DEPTH.

NEW BOILER #2 NEW BOILER #1

6" = 1'-0"

8 DETAIL - TYPICAL NEW PILE REINFORCEMENT

NEW C6X8.2, TYP.

PHASE 3

EXISTING CONCRETE

DECK TO REMAIN.

EXISTING

CONCRETE

DECK TO

REMAIN.

EXISTING 7'-0" Ø

OPENING TO REMAIN.

PHASE 1

3" MIN.

TYP.

3" MIN.

TYP.

217217

NEW 30" Ø STACK PIPE,

(W/ INSULATION - 34"

O.D. SHOWN) TYP. 3

LOCATIONS

NEW 30" Ø STACK PIPE,

(W/ INSULATION - 34"

O.D. SHOWN) TYP. 3

LOCATIONS

EXISTING CONCRETE

DECK TO REMAIN.

EXISTING 7'-0" Ø OPENING

TO REMAIN. EXISTING

ROOF CURB & COVER TO

BE REMOVED.

EXISTING

CONCRETE

DECK TO

REMAIN.

NEW C6X8.2, TYP.

PHASE 3PHASE 1

217217

219 219

* 6" ** 4 3/4"

EXST.

CONCR.

DECK

* 3" ** 2 1/4"

L3 X 3 X 1/4 - 3" LONG ANGLE CLIP.

WELD TO DECKING. ATTACH TO

EXST. CONCR. W/ 1/4" Ø X 2" LONG

WEDGE ANCHORS.

1/4" GALVANIZED METAL

PLATE, WELDED TO NEW

CHANNEL FRAMING.

1/4" GALVANIZED METAL

PLATE, WELDED TO NEW

CHANNEL FRAMING.

NEW 45" X 45" ROOF CURB,

TYPICAL EACH STACK.

REFER TO DETAIL 8/S206

PHASE 3

* 6" ** 4 3/4"

EXST.

CONCR.

DECK

* 3" ** 2 1/4"

L3 X 3 X 1/4 - 3" LONG ANGLE

CLIP. WELD TO CHANNEL

FRAMING. ATTACH TO

EXST. CONCR. W/ 1/4" Ø X

2" LONG WEDGE ANCHORS.

C6

CHANNEL

ROUND METAL HOOD

SECURED TO FLUE

WITH STAINLESS

STEEL BAND CLAMP

EPDM FLASHING STRIP

EPDM BASE SHEET

EPDM CAP SHEET

EPDM COMPATIBLE SEALANT

BOILER FLUE

1/4" GALVANIZED STEEL

ROOF DECK PLATE

MIN.

2"

POLYISOCYANURATE

BOARD, DEPTH

VARIES W/ SLOPE.

TREATED WOOD

NAILER, DEPTH

AS REQ'D.

GENERAL NOTES: POLYISO BOARD VARIES IN THICKNESS TO CREATE RIDGES &

VALLEYS TO SLOPE TO DRAINS. PREFABRICATED TAPERED PANELS

SHALL BE UTILIZED TO CREATE SLOPE AND ALL LAYOUTS SHALL BE

CLEARLY DEFINED IN SHOP DRAWINGS & COORDINATED WITH ALL

PENETRATIONS RELATIVE TO DEPTH OF INSULATION.

36 1/2"

30°

37 1/2" 6 1/2"

10" 10"

7 1/2"

1' - 8"

2 1/2"

EXIST. 4' - 7" Ø

STACK OPENING

EXIST. 7' - 0" Ø

STACK OPENING

EXST. CONCR. DECK

SAWCUT / REMOVE PORTION OF EXISTING

REINFORCED CONCRETE DECKING TO

FACILITATE NEW STACKS.

8 1/4"

* 6" ** 4 3/4"

EXST.

CONCR.

DECK

* 3" ** 2 1/4"

214 216

NEW C6X8.2

1/4" Ø X 2" LONG

WEDGE ANCHOR

Design, Inc.

ENGINEER-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 i nc h o ne f oo t

B

A

C

D

E

F th re e in ch es o ne f oo t

6"

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs i nc h o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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,

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 533-4437

COA: FL #29578

AKEA Project No. 128-16

RICHARD G. WHEELER 23064

BOILER STACK FRAMING & DETAILS

MAY 15, 2017 RGW JG

S206

1/2" = 1'-0"

2 TYPICAL INTERIOR STACK FRAMING PLAN (SEE 3/S206 FOR ROOF)

1/2" = 1'-0"

3 STACK FRAMING PLAN - ROOF LEVEL

N

3" = 1'-0"

DETAIL - STRUCTURAL FRAMING - DECKING &

ANGLE CLIP TO EXISTING CONCRETE DECK

1/2" = 1'-0"

4 STACK IN STAIRWELL - ROOF FINISHING PLAN

N

KEY VALUE KEYNOTE TEXT

214 WELDED BAR GRATING, GW SERIES, 1" X 1/8" BAR BEARING SIZE; 1 3/16" CENTER TO

CENTER BAR SPACINGS, TYP. - WELD TO NEW STRUCTURAL STEEL CHANNEL FRAMING

AND ANGLE CLIPS.

215 ATTACH L3 X 3 X 1/4 X 3" LONG ANGLE CLIPS TO EXISTING CONCRETE W/ 1/4" X 2" LONG

WEDGE ANCHORS. WELD GRATING & METAL PLATE TO CLIPS. SEE DETAIL 6/S206

216 1/4" GALVANIZED METAL PLATE, WELDED TO NEW STRUCTURAL STEEL CHANNEL

FRAMING AND ANGLE CLIPS. CUT TO WITHIN 1/2" BETWEEN STACKS & PLATING.

217 SEE 5/S206 FOR TYPICAL C6X8.2 TO EXISTING CONCRETE ATTACHMENT DETAIL.

219 ATTACH NEW C6X8.2 TO EXISTING CONCRETE. REFER TO DETAIL 7/S206

3" = 1'-0"

DETAIL - STRUCTURAL FRAMING - DECKING &

END OF CHANNEL TO EXISTING CONCRETE DECK

N

3" = 1'-0"

8 DETAIL - NEW ROOF CURB

1/2" = 1'-0"

1 TYPICAL STAIRWELL SLAB DEMOLITION PLAN

N

3" = 1'-0"

DETAIL - DECKING & CHANNEL

FRAMING TO EXISTING CONCRETE DECK

INTERIOR FLOORS

ROOF DECK

NOTE: FOR DETAILS 5, 6, & 7

CUT TO WITHIN 3" BETWEEN STACKS & GRATING.

18.617.716.715.814.914.113.313

M

N

M.7

M.8

181716

L

4" HUB DRAIN TO

BE REMOVED

F.C.O. TO BE RELOCATED

4" VENT

UP

4" HUB DRAIN

TO REMAIN

4" HUB DRAIN TO

BE REMOVED 4" F.D. TO

REMAIN

4" F.D. TO BE

REMOVED

4" F.D. TO BE

REMOVED

EXISTING

TRENCH, TYP.

4" F.D. TO

REMAIN

F.C.O. TO

REMAIN

4" F.D. TO

REMAIN

4" F.D. TO

REMAIN

4" F.D. TO

REMAIN

F.C.O. TO

REMAIN

SAW CUT FLOOR TO ACCOMMODATE F.C.O. RELOCATION.

PATCH FLOOR TO MATCH EXISTING AND SEAL RELOCATED F.C.O.

NEW 4" C.I.

SANITARY

PIPING

1 2

1 2

1 2

2' - 6"

4" F.D. TO

REMAIN

3 33

Design, Inc.

ENGINEER-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 i nc h o ne f oo t

B

A

C

D

E

F th re e in ch es o ne f oo t

6"

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs i nc h o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

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,

3603 NW 98th Street, Suite B Gainesville, FL 32606 Phone: (352) 474-6124 Fax: (352) 533-4437

COA: FL #29578

AKEA Project No. 128-16

STEPHEN T. STEFFE 70349

OVERALL PLUMBING DEMOLITION / NEW PLAN

MAY 15, 2017 STS JG

PL101

1/4" = 1'-0"

1 OVERALL PLUMBING DEMOLITION / NEW PLAN

CAP AND PLUG SANITARY DRAIN PIPE BELOW FLOOR

AT FLOOR DRAIN OR HUB DRAIN TO BE REMOVED.

CAP AND PLUG SANITARY DRAIN PIPE BELOW FLOOR

AT THE LOWEST LEVEL POSSIBLE TO AVOID

INTERFERENCE OF NEW TRENCH OR CONCRETE PAD.

3 FLOOR AREA TO BE DEMOLISHED TO

ACCOMMODATE NEW TRENCHES & BOILER PADS,

TYP. SEE STRUCTURAL.

4 PILE CAP / STRUCTURAL FOUNDATION

BELOW SLAB, TYP.