Atch 5 DRAWINGS Part 4.pdf

METAL DECK SCHEDULE

SHEET

WIDTH

TOP SEAM WELD

SPACING

# OF SUPPORT WELDS PER

SHEET

36" 12" 4

NOTES:

1. METAL DECKING PER DET 3 THIS SHT

2. WHERE 3/4" DIAMETER PUDDLE WELD IS INDICATED, THE 3/4" INDICATES THE MINIMUM EFFECTIVE FUSION DIAMETER OF WELD METAL

ON FRAMING MEMBER

3. MINIMUM BEARING LENGTH = 2"

12" OC MAX, UON

SUPPORT WELDS

DECK ENDING AT

FRAMING MEMBER

DECK CONTINUOUS

OVER FRAMING MEMBER

SIDE SEAM WELDS MARGINAL WELDS

3/4" DIA PUDDLE WELDS

SPACED AS INDICATED

MARGINAL STEEL

FRMG MEMBER

OR SHEAR

TRANSFER MEMBER

PARALLEL

TO DECK SPAN

LENGTH OF TOP

SEAM WELD = 1 1/2"

TOP SEAM WELD

MUST ENGAGE

INNER LIP,

SPCG PER SCHED

3/4" PUDDLE WELDS

SPACED AS INDICATED

L

NOTE:

1. FOR DECK WELDING, SEE DET 1 THIS SHT

2. CORRUGATED VALLEY MUST OCCUR OVER BEAM OR SEPERATE DECK AS SHOWN

* PROVIDE MIN 2 1/2" BEARING AT DECK SPLICE

L /3 L /3

1" CL

R 1" CL

R

3"

MIN

CONCRETE TOPPING & DECK PER PLAN

#4 x 6'-0" @ 24" OC CTR'D OVER BM

3/4" x 4" AUTOMATIC END WELDED HEADED STUDS

@ 12" OC

CL BM & STUDS

CONCRETE TOPPING

& DECK PER PLAN

#4 @ 18" OC

3/4" x 4" AUTOMATIC END WELDED HEADED STUDS

@ 12" OC

NEW OR EXIST BM OR TRUSS, TYP

EXIST FURRING WHERE OCCURS, SEE ARCH

DWGS FOR DEMOLITION INFORMATION

CL BM & STUDS

COUPLING NUT

3/8" DIA x 1'-6" THR ROD

REINF PER DET 3 THIS SHT

DEMO & REMOVE EXIST CONC CURB

3/8" DIA THR ROD W/ 6" EMBED @ 24" OC IN DRILLED

HOLE FILLED W/ HILTI HIT-RE 500 V3 EPOXY

(E) BM OR TRUSS

3/8" BENT PL

MTL DECK PER PLAN

SLAB INFILL PER PLAN

EXIST REINF, TYP

EQ

EQ

4" 5"

3"

CHIP AWAY CONC (3/4" DEEP, DO NOT

DAMAGE EXIST REINF), PROVIDE LEVELING

GROUT AS REQD SO THAT TOP OF BENT PL

IS FLUSH W/ TOP OF EXIST CONC SLAB

EXIST 5" CONC SLAB

CLEAN, ROUGHENED SURFACE

EXIST CONC SLAB

DRILLED HOLE W/ HILTI HIT-HY-200

EPOXY

#4 CONT

#3 DOWELS @ 16" OC

3 1 /2"

EM

BE

D

WALL FRAMING PER ARCH DWGSCONCRETE CURB, SEE ARCH DWGS FOR

INFORMATION NOT SPECIFIED

4"

MI

N 8"

MA

X

2" CL

R

EQ EQ

(E) WT PER PLAN

(E) CONCRETE SLAB

PER PLAN

WT TRIM AS REQ'D

1/2 " M

AX

1/2" MAX

12" EA

END, TYP 5/16" 4-12

12" EA

END, TYP 5/16" 4-12

COPE TOP FLG

1/4"

WT6x13

3 3/4" MIN

3/8" STIFF PL

L6 x 3 1/2 x 3/8

WT TRIM

(E) DIAGONAL / (E) VERTICAL

WT TRIM

TRIM FLANGE AS REQ'D @

(E) VERTICAL / (E) DIAGONAL

(E) WT

1/2" MAX 1/2" MAX

3/8" BENT PL x L3 x 0'-3" EA SIDE

WT PER PLAN, EXTEND AT LEAST

12" BEYOND NEXT ADJACENT

PANEL POINT IN EACH DIRECTION

(E) WT

1/2 " M

AX

6" M

AX

1/2" MAX

12" EA

END, TYP5/16" 4-12

TYP

5/16" 4

TYP

5/16"

TYP

5/16"

TYP

5/16"

5/16"

NOTE:

1. SEE DET 8 FOR CONNECTION AT

(E) VERTICAL / (E) DIAGONAL

2. SEE DET 7 FOR TOP CHORD

3. COPE FLANGE OF NEW 'T' SECTION TO AVOID (E) TRUSS DIAGONALS

TOP OF CHORD

BOTT OF CHORD

S-505

2 1 /2"

TOP OF

DECK

1"

3/8" PL EA SIDE

BRACE CONNECTION ANGLE

(4 REQUIRED)

MOUNTING PLATE PLAN

FOR EXTENDED HUB

GUSSET PLATE DETAIL

(6 REQUIRED)

5/16"

3/16"

3/16"

3/16"

3/16"

9" x 1 1/2"

NOTCH

5 3/4" TYP

1/2"

1/

2"

SQ

UA

RE

7 1 /2"

DIAGONAL BRACE

(6) GUSSET PLATE L3x3x1/4 x 2 1/2"

MOUNTING PLATE BY SKYTRON 1" ASTM A36 FY = 36 KSI

WITH (6) 1 1/4" ASTM A193 B7 BOLTS PROVIDED BY

SKYTRON (Fu = 125 KSI) ON A 10 5/8" BOLT CIRCLE. 500

FT-LBS INSTALLATION TORQUE

1/2" CLIP

PL 3/8"

6"

PIP

E

4" TYP

1/2" TYP

S-505

EQ

EQ

0"

CONC INFILL (f'c = 3000 PSI)

#4 DOWEL @ 16" OC, (3 BARS EA SIDE, MIN)

#4 DOWEL @ 16" OC EA SIDE OF INFILL, PROVIDE DOWEL AT 3" MAX FROM EACH

CORNER

1 1/2" CLR

TYP

4"

ROUGH CLEAN SURFACE, TYP

COMPLETE INFILL

EXIST CONC SLAB PER PLAN

1 1

/2" TY

P

3" TY

P

1/4

TYP EA FLANGE

3/16

TYP

3/8" PL, TYP

(3) 7/8" A325N BOLTS

1 1/2"

TYP

3"

MAX

CONDITION FOR

CONNECTING BM

CONDITION FOR NO

CONNECTING BM

1/4"

1/2" DIA WEDGE ANCHORS

@ 48" OC STAGGERED

INTERRUPT ANGLE

AT BM CONN

1"

CL

R

GALVANIZED METAL FLOOR DECK

6x6-W4.0xW4.0 WWF PROVIDED IN FLAT SHEETS, LAP SPLICE = 12"

LIGHTWEIGHT CONCRETE

TOPPING (107-113 PCF)

OMIT AT 3A

5"

DE

PT

H A S

NO

TE

D

METAL DECK PROPERTIES PER FOOT OF WIDTH

DECK TYPE PLB

DEPTH 1 1/2"

MIN GAGE 16 GA (G60 COATING)

MIN Ix 0.377 IN4

MIN Sx 0.411 IN3

MIN Fy 38,000 PSINOTE:

1. DECK CONNECTIONS:

A. DECK SUPPORT WELDS AT EACH FLUTE, SEE DETAIL 1 THIS SHEET

B. DECK MARGINAL WELDS, SEE DETAIL 4 THIS SHEET

C. SIDE SEAMS SHALL BE BUTTON PUNCHED AT 36" O.C. D. ALL WELDS PER AWS D1.3

2. METAL DECK SHALL HAVE MANUFACTURER'S STANDARD VENTED PUNCHED UP TABS IN THE BOTTOM FLUTE FOR POSITIVE VENTING OF BLEED

WATER FROM CONCRETE.

3. DECK SHALL BE INSTALLED IN MIN. 2 SPAN LENGTHS.

4. TOTAL SECTION SHALL HAVE A 2 HOUR FIRE RATING AS VALIDATED BY ICC EVALUATION REPORT.

STANDING SIDE

SEAM JOINT

CLG PL (BY MFR)

PL PER DET 9 THIS SHT

LIGHT (PER MFR)

CLG PER ARCH DWGS

"D " P

ER

DE

T 2

3 / S5

-50

DBL NUTS, TYP

DBL NUTS, TYP

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04/09/2021100% CONSTRUCTION DOCUMENTS

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ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-503

STRUCTURAL DETAILS

1 DETAIL

1 1/2" = 1'-0"

2 DETAIL

1 1/2" = 1'-0"

4 DETAIL

1 1/2" = 1'-0"

5 DETAIL

1 1/2" = 1'-0"

7 TOP CHORD CONNECTION DETAIL

3" = 1'-0"

8 BOTTOM CHORD @ (E) DIAGONAL / (E) VERTICAL

3" = 1'-0"

10 BOTTOM CONNECTION CHORD

3" = 1'-0"

9 EQUIPMENT SUPPORT PLATE DETAIL

3" = 1'-0" 6 SLAB INFILL DETAIL

NTS

11 TYPICAL ECCENTRIC SHEAR CONNECTION

1 1/2" = 1'-0"

12 TOP CHORD SECTION

3" = 1'-0" 3A DETAIL

1 1/2" = 1'-0"3

13 EQUIPMENT SUPPORT PLATE SECTION DETAIL

1 1/2" = 1'-0"

P:

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PM

, D W

G To

P D

F.

pc

2"

TY

P16

7"

8" TYP

11" TYP

CGCL TABLE PIVOT

(10) M20 (GRADE 5)

THROUGH BOLTS (HOLES

TO BE 1/16" LARGER)

BASE PL PER MFR

RECOMMENDATIONS (PT TABLE)

CL TABLE & GANTRY

PATIENT TABLE PER

SCHEDULE ON SHT S101

(8) M20 (GRADE 5)

THROUGH BOLTS (HOLES

TO BE 1/16" LARGER) FOR

PATIENT TABLE MOUNT

'-1

CMS PIVOT AXIS

22.4"

CL

UN

IT

CM

S P

IVO

T A

XIS

(4) M20 (GRADE 5)

THROUGH BOLTS (HOLES

TO BE 1/16" LARGER)

BASE PL PER MFR

RECOMMENDATIONS (CMS)

GANTRY PER SCHEDULE

ON SHT S101

17"

.62

5"

1 1/2" MIN

TYP

1 1 /2"

M

IN

TY

P

CG

" M

AX

EQUIP PER SCHED ON SHT S101

(E) SLAB PER PLAN

SLAB RECESS (1" MAX), BASE PL

FLUSH WITH TOP OF EXIST SLAB

STL BM PER PLANSTL BM PER PLAN

23.6

CG

8"

TY

P 1 1

/2" M

IN

8" TYP1 1/2" MIN 4"

5/8" DIA THRU BOLT WITH PL

WSHR ON THE UNDERSIDE

OF THE DECK, TYP OF (8)

1/2" THK PL (GR. 50 KSI), VFCI

FRONT ELEVATION

11"

.9"

CG

12.3"

(E) COMPOSITE

DECK PER PLAN

EQUIP PER SCHED

ON SHT S101

23.3"

SECTION A-A

11" 12.3"

" M

AX

1" TY

P

CG

8"

(4) 1/2" THR RODS

(2) STL BRACKETS (10 GA) W/

1/4" TEK SCWS EA BRACKET

#12 SMS, TYP OF (3)

EA BENT PL

'H'

" M

AX

EQUIP PER SCHED

ON SHT S101

51"

.4"

'H'

.9"

M

AX CG

24.6" 26.4"

.5"

39.4"

18.8" 20.6"

WALL BRACKET W/

(8) 1/4" TEK SCWS

'P1000' UNISTRUT x 18" MIN

(E) COMPOSITE

DECK PER PLAN

CHANNEL NUT

(WHERE OCCURS)

EQUIP PER SCHED

ON SHT S101

BACKING PL PER DTL 1

ON SHT S001

CG

1 1/2"

MIN

(2) #12 SMS TO (E) STUD, MIN (3) STUD

(2) 1/4" TEK SCWS EA END

12 GA BENT PL, FV DIMS

FRONT ELEVATION SECTION A-A

16"

5.6"7.8"

(2) 1/2" THR RODS,

(4) TOTAL

STL BRACKET

W/ (3) M12 M SCWS EA BRACKET

(E) STUD WALL PER

ARCH DWGS

H/2

6" MAX

2"

MI

N

TY

P

" M

IN

1'-2" MIN

EQ EQ

2" MIN

TYP

8" MAX

(2) 3/8" CHANNEL NUT

AND BOLT T&B, TYP OF

(4) PER CABINET

P1000 STRUT TO SPAN (2) STUDS

MIN, ATTACH TO METAL STUDS

W/ 1/4" SS OR HDG SMS, ICC

ESR-1976, MIN OF (2) PER STUD

STRUT TO SPAN (3) STUDS WHERE 8"

MAX DISTANCE FROM EDGE OF

CABINET TO CENTERLINE OF

ATTACHMENT TO STUD OCCURS

" M

AX

CG

ELEVATION

SECTION

Y Z

H1 H2

" M

AX

EQ EQ

CG

(4) 1/2" THR RODS

1'- 3"

3'-10 9/16"

CG

EQ EQ

EQ

EQ

EQUIP PER SCHED

ON SHT S101

EXIST CONC SLAB

PER PLAN

FRONT ELEVATION

SECTION A-A

'H' / 1

/2

FRONT ELEVATION

11"

'H' / 1

/2

CG

12.3"

SLAB PER PLAN

EQUIP PER SCHED

ON SHT S101

'H'

.4"

M

AX

SECTION A-A

CG

3'- 4"

3'-0 1/2"

EQUIP PER SCHED

(4) 1/2" THR RODS

EQ

EQ

12.3"

1 GANTRY AND PATIENT TABLE SUPPORT DETAIL

3/4" = 1'-0"

3 PATIENT TABLE SUPPORT DETAIL

1" = 1'-0"

2 ASSEMBLY PLATE ANCHORAGE DETAIL

1 1/2" = 1'-0"

8 C-FRT CABINET ANCHORAGE DETAIL

1" = 1'-0"

7 MAIN DISCONNECT PANEL - WALL MOUNTED

1 1/2" = 1'-0"

5 POWER DISTRIBUTION UNIT

1" = 1'-0"

4 UPS SEISMIC KIT ANCHORAGE DETAIL

1" = 1'-0"

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STATE

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MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD SHEET TITLE

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PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

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REVISIONS: DATE:NO.

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BLDG #1

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VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

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35% SCHEMATIC DESIGN

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MAY 10, 2021

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04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-504

STRUCTURAL DETAILS

6 COOLIX CHILLER ANCHORAGE DETAIL

1" = 1'-0"

P:

\D

AV

Y

- D av y Ar ch ite ct ur e\ D

AV

Y.

- V A

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La b\

D ra w in gs \S tru ct ur al

\D

AV

Y0

-S

4.

dw g, /6

/2

4:

:4

PM

, D W

G To

P D

F.

CG

Y Z

H1 H2

1 1/2"

MIN

#12 SMS, TYP OF (4)

EA ANGLE

1/2" HILTI KB-TZ WEDGE

ANCHOR x 2 3/8" NOM EMBED, TYP OF (4) TOTAL

L6 x 3 x 3/16 (LDV), CTR ON

EQUIP, TYP OF (2), VERTICAL

LEG DIM MAY BE INCREASED UP

TO 8" (TOTAL HT) AS REQD

OUTLINE OF EQUIP,

18 GA MIN HOUSING

SECTION A-A

FRONT ELEVATION

CG

1/2 'H

'H' P

ER

SC

HE

D

EQUIP PER SCHED

(E) CONC SLAB

PER PLAN

ELEVATIONSECTION

FINISH PER ARCH DWGS

EQ

EQ

(2) 1/4" SMS T&B (4 TOTAL) BRACKET TO STUDS,

INSTALL IN MFR PROVIDED HOLES

FLAT PANEL MONITOR PER ARCH

EXIST 3 5/8" x 16 GA STUDS @ 16" OC MIN

CG

4"

WALL MOUNT BRACKET PER

EQUIP ANCHORAGE SCHEDULE

BACKING TO (3) STUDS MIN PER

DET 5 ON SHT AG905, TYP

EXIST 362S162-43 @ 16" OC

NEW WALL MOUNT BRACKET

PER SECTION

NEW 600T125-54 BACKING,

TYP T&B, ATTACH TO EA OF

(3) STUDS MIN W/ (3) #12 SMS

NEW (4) TEK SCREWS PER

SECTION, TYP OF (2) EA T&B

24"

EQ6" MAX

TYP

EQ

CG

TYP

5/16"

HSS BEM PER PLAN

HSS BEM PER PLAN

HSS BEM PER PLAN

L2X2X1/4, TYP EA SIDE

TYP

3/16" 2-12

2-12

TYP

DECK PER PLAN

CG

2'- 1 1

/2" M

IN

2'-4 1/2" MIN

SECTION A-A

FRONT ELEVATION

CG

1/2 'H

'H' P

ER

SC

HE

D

EQUIP PER SCHED

(E) CONC SLAB

PER PLAN

3/4" DIA SS HILTI KB-TZ WEDGE

ANCHOR x 2" NOM EMBED, TYP

OF (4) TOTAL

HOUSEKEEPING PAD

PER DETAIL 6 THIS SHT

6" M

N

" M

AX

12"

CLEAN ROUGH SURFACE (1/4" MIN

AMPLITUDE)

DWLS INSERTED IN DRILLED HOLES FILLED W/

HILTI HIT-RE 500 V3 EPOXY, DOWELS SHALL BE

TENSION TESTED PER NOTES ON S001

EXIST 5" CONC SLAB#4 @ 12" OC EW

0"

2"

CLR

2"

CL

R

CONC EQUIP PAD

#4 @ 12" OC ALL EDGES

TYP

5" 5"

MI

N2 3

/8"

CG

8"

MAX

.1"

(N

TS

.4"

(N

TS

"D" PER SCHED (NTS)

EQ

EXIST 3 5/8" 16 GA MTL STUDS

@ 16" OC, MIN

GALV UNISTRUT P3300, TYP T&B

3/8" DIA BOLT, PANEL TO STRUT,

TYP OF (4)

#10 SMS, STRUT TO STUD, TYP OF (6)

PLANSIDE ELEVATION

EXIST STUD

ATTACH STRUT TO (1) STUDS BEYOND EA

END OF EQUIP (MIN (3) STUDS), TYP T&B

EQ

"W" PER SCHED

EXIST WALL FINISH

SWIVEL BRACKET

(300# MIN CAPACITY)

7'- 0"

MA

X (

FV

UNISTRUT 'P2486' @ 9" OC,

TYP EA HGR ROD

1 5/8" x 1 5/8" x 12 GA

STRUT STIFFENER, TYP EA

ROD (24" MIN TO 60" MAX)

2 1 /2"

NO

M

1/2" HILTI KB-TZ2

WEDGE ANCHOR

(E) CONC SLAB PER PLAN 1/2" HILTI KB-TZ2 WEDGE

ANCHOR, TYP EA BRACE

CLG PER ARCH

30°° TO

60°

LIGHT ASSEMBLY

1/2" COUPLER NUT

ANGLE (54 MIL) TYP BOTH

SIDES OF EA BRACE

(2) 1/2" A307 BOLT,

WASHER & CHANNEL NUT,

TYP EA END OF BRACE

CLG PL (2) #8 SCWS EA LEG

2" MA

X

4" MA

X

1/2" TH ROD

ELEVATION

1 5/8" X 1 5/8" X 12GA STRUT

IN (2) PERP DIRECTIONS

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No. 4948

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NA

GI

E

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EN

TS

U C

A A

RO

N

AMES STEELE

T U RAL

ASDAVY.074.00 SP

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

0 2

1#C 14152

STATE

OF CA L I FORN

I A

ER

IC H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019 07/16/2019 08/23/2019 12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-505

STRUCTURAL DETAILS

1 INTEGRATION CABINET ANCHORAGE DETAIL

1" = 1'-0"

2 MONITOR ANCHORAGE DETAIL (WALL MOUNTED)

1" = 1'-0"

3 HSS BEAM CONNECTION DETAIL

1" = 1'-0"

4 DECK INTERFACE AT HSS BEAM DETAIL

1" = 1'-0"

5 WAGD EQUIPMENT DETAIL

1" = 1'-0"

6 EQUIPMENT PAD DETAIL

1" = 1'-0"

7 WALL MOUNTD EQUIPMENT DETAIL

1" = 1'-0"

8 LIGHT SUPPORT DETAIL

1" = 1'-0"

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WT PER PLAN, EXTEND AT LEAST

12" BEYOND NEXT ADJACENT

PANEL POINT IN EACH DIRECTION

(E) WT

1/2 " M

AX

12" EA

END, TYP5/16" 4-12

TYP

3/16" 2-12

TYP

5/16"

NOTE:

1. COPE FLANGE OF NEW 'T' SECTION TO AVOID (E) TRUSS DIAGONALS

2 1 /2"

TOP OF

DECK

SLAB INFILL PER PLAN

LINE OF SYMM WHERE OCCURS

L2X2X1/4

WT PER PLAN, EXTEND AT LEAST

12" BEYOND NEXT ADJACENT

PANEL POINT IN EACH DIRECTION

(E) WT

1/2 " M

AX

12" EA

END, TYP5/16" 4-12

TYP

5/16"

NOTE:

1. COPE FLANGE OF NEW 'T' SECTION TO AVOID (E) TRUSS DIAGONALS

SLAB INFILL PER PLAN

LINE OF SYMM WHERE OCCURS

L2X2X1/4

TYP

3/16" 2-12

WT PER PLAN, EXTEND AT LEAST

12" BEYOND NEXT ADJACENT

PANEL POINT IN EACH DIRECTION

(E) WT

1/2 " M

AX

1/2" MAX

12" EA

END, TYP5/16" 4-12

TYP

5/16" 4

TYP

5/16"

NOTE:

1. SEE DET 8 / S-503 FOR CONNECTION AT (E) VERTICAL / (E) DIAGONAL

2. COPE FLANGE OF NEW 'T' SECTION TO AVOID (E) TRUSS DIAGONALS

S-505

2 1 /2"

TOP OF

DECK

1"

L2X2X1/4"

5/16"

3/8" PL EA SIDE

TYP

3/16" 3/16" 2-12

2-12

SLAB INFILL PER PLAN

ANGLE PER PLAN

1870 Cordell Court, Suite 202 El Cajon, CA 92020 tel 619 312 6336 aarkengineering.com

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STATE

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OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD SHEET TITLE

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VA FORM

2 3 4 5 6 7 8 9 10

F

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1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019 07/16/2019 08/23/2019 12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-506

STRUCTURAL DETAILS

1 DETAIL

3" = 1'-0"

3 BOTTOM CHORD

3" = 1'-0"

2 DETAIL

3" = 1'-0"

4 DETAIL

3" = 1'-0"

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ENGINEER OF RECORD SHEET TITLE

F

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OFFICE OF

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FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

2 3 4 5 6 7 8 9 10

F

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1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

QUALITY CONSTRUCTIONMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

www.coffman.com ph 619.232.4673

1455 Frazee Rd., Suite 600 San Diego, CA 92108 ph 619.232.46736/11/2019

7/16/2019 8/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

100% CONSTRUCTION DOCUMENTS

02/18/2021 95% CONSTRUCTION DOCUMENTS

04/09/2021 100% CONSTRUCTION DOCUMENTS

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

MAY 10, 2021

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021 IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

GENERAL MECHANICAL NOTES

(THESE NOTES ARE TO BE APPLIED TO ALL MECHANICAL DRAWINGS WITHIN THIS SET AND ANY

ADDENDUMS, RFI'S, OR SUBSEQUENT DOCUMENTATION PERTAINING TO THIS PROJECT.)

1. CONTRACTOR SHALL SECURE, MAINTAIN, AND PAY FOR ALL REQUIRED PERMITS, LICENSES, AND

INSPECTIONS FOR DURATION OF WORK UNLESS DIRECTED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE OWNER'S REQUIREMENTS, AND WITH ALL APPLICABLE

STATE AND LOCAL CODES, OR AUTHORITY HAVING JURISDICTION.

3. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED

OFFSETS. COORDINATE WITH OTHER TRADES AND PROVIDE ALL NECESSARY OFFSETS. REFER

TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.

4. REFER TO PROJECT MANUAL (SPECIFICATIONS) FOR ADDITIONAL REQUIREMENTS. PLANS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER. PROVIDE ALL WORK CALLED FOR IN EITHER. IN CASE OF CONFLICT BETWEEN SPECIFICATIONS AND PLANS THE MORE STRINGENT SHALL APPLY.

5. MATERIALS OR EQUIPMENT SPECIFIED TO BE "FURNISHED BY OTHERS" SHALL BE FURNISHED BY

THE GENERAL CONTRACTOR AND PROCURED FROM SOURCES SPECIFIED BY THE CONTRACT

DOCUMENTS.

6. ALL EQUIPMENT AND MATERIAL ON THE JOB SITE PRIOR TO INSTALLATION SHALL BE COVERED

AND PROTECTED FROM DIRT, DUST, AND DAMAGE.

7. PROVIDE ALL DEMOLITION WORK CALLED FOR OR REQUIRED BY THE INSTALLATION. REMOVE ALL EXISTING EQUIPMENT AND MATERIALS NOT REUSED UNLESS SPECIFIED OTHERWISE BY THE

OWNER'S REP.

8. VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE

MET. COORDINATE FINAL EQUIPMENT LOCATIONS W/ GENERAL CONTRACTOR AND OTHER

TRADES TO ALLOW FOR REQUIRED MECHANICAL EQUIPMENT CLEARANCES.

9. PROVIDE NEC CODE MINIMUM HORIZONTAL AND VERTICAL WORKING CLEARANCES FOR ALL

ELECTRICAL PANELS AND EQUIPMENT. OFFSET MECHANICAL WORK AS REQUIRED.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF INSTALLATION STANDARDS AND

CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS PRIOR TO SHOP FABRICATION AND/OR FIELD INSTALLATION.

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE

CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS

APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.

11. ALL MECHANICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE PROVIDED BY THE

CONTRACTOR. ALL EQUIPMENT SHALL BE COMPLETE, INSTALLED, AND FULLY FUNCTIONAL

PRIOR TO FINAL ACCEPTANCE OF THE WORK.

12. INSTALL ALL EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. ANY

CONFLICTS BETWEEN THE MANUFACTURERS DOCUMENTATION AND THE CONTRACT

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

13. PROVIDE SEISMIC RESTRAINT OF MECHANICAL SYSTEMS AND EQUIPMENT AS REQUIRED BY

ASCE-7 AND INTERNATIONAL BUILDING CODE AS ADOPTED BY THE AUTHORITY HAVING

JURISDICTION.

14. DO NOT ALLOW ANY WORK TO BE COVERED UP OR ENCLOSED UNTIL INSPECTED, TESTED AND

APPROVED BY OWNER'S REPRESENTATIVE OR AUTHORITY HAVING JURISDICTION.

15. MECHANICAL EQUIPMENT SHALL NOT BE USED FOR TEMPORARY HEAT DURING CONSTRUCTION.

GENERAL HVAC NOTES

(THESE NOTES ARE TO BE APPLIED TO ALL HVAC DRAWINGS WITHIN THIS SET AND ANY ADDENDUMS, RFI'S, OR SUBSEQUENT DOCUMENTATION PERTAINING TO THIS PROJECT.)

1. SHEET METAL DUCTWORK AND COMPONENTS INCLUDING HANGING, SEALING, PLENUMS, &

ACCESSORIES SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF

SMACNA STANDARDS FOR HVAC DUCT CONSTRUCTION, NFPA 90A, & 90B STANDARDS.

2. ALL DUCTWORK OPENINGS SHALL BE COVERED DURING CONSTRUCTION. ALL DAMPERS TO BE

SET TO BE FULLY OPEN DURING CONSTRUCTION PRIOR TO BALANCING.

3. CONTRACTOR TO PROVIDE TRANSITION TO CONNECT TO ALL MECHANICAL EQUIPMENT.

4. DUCT DIMENSIONS SHOWN ARE INSIDE SHEET METAL DIMENSIONS OR CLEAR OPENING INSIDE

LINED DUCT. THE FIRST NUMBER REPRESENTS THE WIDTH OF DUCT IN PLAN VIEW.

5. ALL ELBOWS SHALL BE LONG RADIUS ELBOWS WHEREVER POSSIBLE, OR SHALL HAVE TURNING

VANES WHERE INDICATED ON PLANS. NO SQUARE THROAT OR ZERO RADIUS ELBOWS ALLOWED.

6. ALL DUCT BRANCH CONNECTIONS TO DIFFUSER OR GRILLES, TO OR FROM MAIN DUCTS SHALL INCLUDE MANUAL VOLUME DAMPERS. ALL SPIN-IN FITTINGS SHALL BE CONICAL, RECTANGULAR

BRANCH DUCT TAKEOFFS SHALL HAVE 45° TAKEOFFS.

7. DUCTWORK SHALL NOT BE CONNECTED DIRECTLY TO DIFFUSER OR GRILLES UNLESS INDICATED IN DRAWINGS. DIFFUSER / GRILLE BOXES WITH LINER AND PERFORATED DIFFUSER PLATES SHALL

BE USED.

8. PROVIDE DIFFUSER AND GRILLE FRAMES COMPATIBLE WITH ARCHITECTURAL CEILING TYPES AND COORDINATE LOCATIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL

LIGHTING LAYOUT.

9. ALL DUCTWORK VISIBLE THROUGH RETURN OR SUPPLY GRILLES TO BE PAINTED FLAT BLACK.

10. ALL SUPPLY, RETURN AND EXHAUST AIR DUCTS SHALL HAVE THE TRANSVERSE JOINTS,

LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS SEALED AIRTIGHT WITH DUCT SEALANT

(SMACNA SEAL CLASS "A") AND SHALL CONFORM TO LOCAL BUILDING CODES.

11. COORDINATE LOCATIONS OF ALL ROOM THERMOSTATS AND/OR ROOM TEMPERATURE SENSORS

WITH ARCHITECTS PRIOR TO INSTALLATION.

12. BALANCE AIR SYSTEM TO QUANTITIES SHOWN, AND SUBMIT A COPY OF THE BALANCE REPORT TO

THE ENGINEER FOR REVIEW.

GENERAL PLUMBING NOTES

(THESE NOTES ARE TO BE APPLIED TO ALL PLUMBING DRAWINGS WITHIN THIS SET AND ANY

ADDENDUMS, RFI'S, OR SUBSEQUENT DOCUMENTATION PERTAINING TO THIS PROJECT.)

1. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL PLUMBING SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE DRAWINGS, INCLUDING ALL NECESSARY FEES AND PERMITS.

2. THE ENTIRE INSTALLATION SHALL CONFORM TO THE MOST RECENTLY ADOPTED REQUIREMENTS

OF THE BUILDING CODE, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL CODE, AND ALL

OTHER APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES AND REGULATIONS IN EFFECT AT

THE DATE OF THE BID. CONFORM TO ANY CODES, RULES, REGULATIONS AND REQUIREMENTS

THAT THE PROJECT OWNER HAS.

3. PRIOR TO FABRICATION AND INSTALLATION THE CONTRACTOR SHALL COORDINATE THE

INSTALLATION OF ALL PLUMBING WORK WITH ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO

THE MECHANICAL CONTRACTOR, ELECTRICAL CONTRACTOR, GENERAL CONTRACTOR, AND ANY

CONTRACTOR HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE

RESOLVED PRIOR TO INSTALLATION.

4. THE WORKING DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THE SMALL SCALE OF THE

DRAWINGS, THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW NECESSARY FOR THE

COMPLETE INSTALLATION IN THE SPACE PROVIDED. ALL LOCATIONS FOR PLUMBING EQUIPMENT

AND PIPING SHALL BE CHECKED AND COORDINATED WITH THE ARCHITECTURAL, MECHANICAL,

STRUCTURAL AND ELECTRICAL DRAWINGS.

5. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT

MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND

OTHER DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION.

6. PENETRATIONS THRU FIRE RATED ASSEMBLIES SHALL COMPLY WITH THE LATEST ACCEPTED

VERSION OF THE IBC. COORDINATE WITH ARCHITECTURAL PLANS.

7. PROVIDE PROPER PROVISIONS FOR EXPANSION OR MOVEMENT OF ALL PIPING.

8. PROVIDE WATER HAMMER ARRESTORS (SHOCK ABSORBERS) AT ALL PIPE LOCATIONS WHERE

VALVE CLOSURES (SUCH AS FLUSH VALVES) MAY CAUSE WATER HAMMER OR RESULT IN

EXCESSIVE PIPE VIBRATION OR MOVEMENT.

9. PROVIDE ALL CLEANOUTS AS REQUIRED BY CODE, INCLUDING BUT NO LIMITED TO ALL SINKS, URINALS AND END OF RUNS.

ABBR

STANDARD ABBREVIATIONS

DESCRIPTION ABBR DESCRIPTION

A/E ARCHITECT/ENGINEER

AAV AUTOMATIC AIR VENT

ACH AIR CHANGES PER HOUR

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARCH ARCHITECT/ARCHITECTURAL

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

BAS BUILDING AUTOMATION SYSTEM

BD BACKDRAFT DAMPER

BFP BACK FLOW PREVENTER

BG BELOW GROUND

BHP BRAKE HORSEPOWER

BLDG BUILDING

BOD BOTTOM OF DUCT

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CC COOLING COIL

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

COND CONDENSER

CONN CONNECT/CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION

COP COEFFICIENT OF PERFORMANCE

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

DB DECIBEL or DRY BULB

DDC DIRECT DIGITAL CONTROL

DEMO DEMOLISH

DIA/Ø DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EDB ENTERING DRY BULB

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EFF EFFICIENCY

EG EXHAUST GRILLE

ELEC ELECTRIC/ELECTRIAL

EL ELEVATION

EMCS ENERGY MANAGEMENT CONTROL

SYSTEM

ENCL ENCLOSURE

EQUIP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

EWB ENTERING WET BULB

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

F FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN or FIRE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FF FINAL FILTER

FLA FULL LOAD AMPS

FLR FLOOR

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPI FINS PER INCH

FPS FEET PER SECOND

FS FLOOR SINK

FSD FIRE-SMOKE DAMPER

FT FEET or FLASH TANK

FV FACE VELOCITY

GA GAGE or GAUGE

GAL GALLONS

GALV GALVANIZED STEEL

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HB HOSE BIBB

HC HEATING COIL

HEPA HIGH EFFICIENCY PARTICULATE AIR

HG HOT GAS

HP HORSEPOWER

HR HOUR

HTG HEATING

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATION

HX HEAT EXCHANGER

HZ HERTZ

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IE INVERT ELEVATION

IEEC INTERNATIONAL ENERGY

EFFICIENCY CODE

IFC INTERNATIONAL FIRE CODE

IMC INTERNATIONAL MECHANICAL CODE

IN INCHES

INSUL INSULATION

KW KILOWATT

KWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LDB LEAVING DRY BULB

LWB LEAVING WET BULB

LWT LEAVING WATER TEMPERATURE

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH THOUSAND BTU PER HOUR

MCA MINIMUM CIRCUIT AMPS

MC MECHANICAL CONTRACTOR

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM or MINUTES

MISC MISCELLANEOUS

MOCP MAXIMUM OVER CURRENT

PROTECTION

NA NOT APPLICABLE

NC NORMALLY CLOSED or NOISE

CRITERIA

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

ORD OVERFLOW ROOF DRAINAGE

OA or OSA OUTSIDE (SUPPLY) AIR

PD PRESSURE DROP

PGW PROPYLENE GLYCOL

PH/Ø PHASE

PLBG PLUMBING

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAGE

PT PRESSURE TEMPERATURE

RA RETURN AIR

REQD REQUIRED

REV REVISION(S)

RO REVERSE OSMOSIS

BFP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR

SD SMOKE DETECTOR or SMOKE

DAMPER

SEER SEASONAL ENERGY EFFICIENCY

RATIO

SENS SENSIBLE

SF SUPPLY FAN or SQUARE FEET

SIM SIMILAR

SM SHEET METAL

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SP STATIC PRESSURE

SPEC SPECIFICATION or SPECIFIED

SQ SQUARE

SQ FT SQUARE FEET

SS STAINLESS STEEL

STD STANDARD

TAB TEST, ADJUSTMENT & BALANCE

TC TEMPERATURE CONTROLS

TEMP TEMPERATURE

TP TRAP PRIMER or TEST PLUG

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UPC UNIFORM PLUMBING CODE

V VENTS OR VOLTS

VAC VACUUM or VOLTAGE ALTERNATING

CURRENT

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THRU ROOF

WB WET BULB

WC WATER CLOSET

WCO WALL CLEANOUT

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

W/ WITH

W/O WITHOUT

ZVB ZONE VALVE BOX

PIPING LEGEND

SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION

SANITARY WASTE - ABOVE GROUND

SANITARY WASTE - BELOW GROUND

VENT

ACID WASTE

ACID VENT

RAINWATER DRAINAGE

RAINWATER DRAINAGE OVERFLOW

MEDIUM PRESSURE STEAM SUPPLY (20 PSIG)

MEDIUM PRESSURE STEAM CONDENSATE RETURN

HIGH PRESSURE STEAM SUPPLY (100 PSIG)

HIGH PRESSURE STEAM CONDENSATE RETURN

AW

AV

RD

ORD

D

IRR

DI

CS

CR

CHWS

CHWR

RL

RS

HG

RHWS

RHWR

FOS

FOR

G

LPG

LPS

LPR

MPS

MPR

HPS

HPR

PC

MA

MV

O

N2

CO2

A

VAC

WAGD

N2O

WASTE ANESTHESIA GAS DISPOSAL

VACUUM

COMPRESSED AIR

CARBON DIOXIDE

NITROGEN

NITROUS OXIDE

OXYGEN

MEDICAL VACUUM

COMPRESSED MEDICAL AIR

PUMPED CONDENSATE RETURN

LOW PRESSURE STEAM CONDENSATE RETURN

LOW PRESSURE STEAM SUPPLY (<15 PSIG)

LIQUID PETROLEUM GAS

NATURAL GAS

FUEL OIL RETURN

FUEL OIL SUPPLY

RE HEAT WATER RETURN

RE HEAT WATER SUPPLY

HOT GAS LINE - REFRIGERANT

REFRIGERANT SUCTION

REFRIGERANT LIQUID

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

DEIONIZED WATER

IRRIGATION WATER

DRAIN - INDIRECT

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER

DOMESTIC COLD WATER

V

W

W

AW

AV

RD

ORD

D

IRR

DI

CS

CR

CHWS

CHWR

RL

RS

HG

RHWS

RHWR

FOS

FOR

G

LPG

LPS

LPR

MPS

MPR

HPS

HPR

PC

MA

MV

O

N2

CO2

A

VAC

WAGD

N2O

V

W

W

HWR

HW

CW

TP TP TRAP PRIMER LINE

RO REVERSE OSMOSIS WATERRO

F FIRE PROTECTIONF

FLEXIBLE CONNECTOR

PUMP

MANUAL AIR VENT

AUTOMATIC AIR VENT

PRESSURE GAUGE

THERMOMETER

WATER HAMMER ARRESTOR

PRESSURE/TEMPERATURE TEST PLUG

FLANGES

UNION

AUTOMATIC FLOW CONTROL VALVE

SOLENOID VALVE (TWO-POSITION W/ACTUATOR)

OUTSIDE SCREW AND YOKE VALVE

GLOBE VALVE

Y-TYPE STRAINER

FLOW MEASUREMENT VALVE

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

3-WAY CONTROL VALVE (PNEUMATIC)

2-WAY CONTROL VALVE (PNEUMATIC)

MANUAL BALANCING VALVE W/ FLOW

MEASUREMENT

BUTTERFLY VALVE

CHECK VALVE

BALL VALVE

SHUTOFF VALVE (AS SPECIFIED FOR SYSTEM)

ROOF DRAIN

OVERFLOW ROOF DRAIN

FLOOR SINK

FLOOR DRAIN

AREA DRAIN

FIRE DEPARTMENT CONNECTION

CLEANOUT/WALL CLEANOUT

HOSE BIBB/WALL HYDRANT

PIPE SLEEVE or ALIGNMENT GUIDES

PIPE ANCHOR

PIPE CONNECTION

CONCENTRIC REDUCER (NOT TYPICALLY SHOWN)

TEE DOWN

PIPE TURNING UP OR TOWARD

PIPE TURNING DOWN OR AWAY

PIPE END CAP

AAV

WHA

PT

OSY VA

GLV

FMS

PRV

BFV

CKV

BV

RD

ORD

FS

FD

AD

FDC

CO/WCO

HB

TEE UP

ECCENTRIC REDUCER (NOT TYPICALLY SHOWN)

PIPE EXPANSION JOINT

FLOOR CLEANOUTFCO

CLEANOUT TO GRADECOG

PIPE FLOW DIRECTION

PIPE SLOPE DIRECTION

3-WAY MOTORIZED VALVE

2-WAY MOTORIZED VALVE

Y-TYPE STRAINER W/ BLOWDOWN VALVE

PLUG VALVEPV

QUICK DISCONNECT

THERMOWELL

REDUCED PRESSURE BACKFLOW PREVENTERRPBP

DRAIN VALVE W/ HOSE THREAD

EMERGENCY EYEWASH/SHOWER

EMERGENCY EYEWASH

MAV

MEDICAL GAS OUTLET IDENTIFICATION

(REFER TO SCHEDULE)

MEDICAL GAS ZONE VALVE STATION

MOUNTED IN WALL

MEDICAL GAS ALARM PANEL MOUNTED IN WALL

MEDICAL GAS OUTLET

TEMPERED WATERTW TW

GREASE WASTE - BELOW GROUNDGW GW

STEAM TRAP

METER

DIFFERENTIAL PRESSURE MONITOR

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

AIR DISTRIBUTION LEGEND

18"x12"

18"x12"18"x10"

18"/12"

18"x10"

18"Ø

D

18"Ø

D

R R

18"x12" 18"x12"

1S-CFM

DUCT SIZE IN INCHES FIRST SIZE

LISTED IS SIDE SHOWN

DUCT OFFSET (UP) IN DIRECTION OF

ARROW (NOT TYPICALLY SHOWN)

DUCT OFFSET (DN) IN DIRECTION OF

ARROW (NOT TYPICALLY SHOWN)

CHANGE OF DUCT SIZE

(TRIANGLE NOT ALWAYS SHOWN)

RECTANGULAR SUPPLY DUCT

ELBOW TURNED DOWN OR AWAY

RECTANGULAR RETURN/EXHAUST DUCT

ELBOW TURNED UP

RECTANGULAR RETURN/EXHAUST DUCT

ELBOW TURNED DOWN OR AWAY

SMALL RECTANGULAR DUCT ELBOW

TURNED DOWN OR AWAY

END OF DUCT WITH CAP

(UNLESS INDICATED OTHERWISE)

RECTANGULAR ELBOW WITH TURNING

VANES (SINGLE LINE)

BRANCH DUCT TAKE-OFF (SINGLE LINE)

GRILLE, REGISTER OR OPEN DUCT

(SUPPLY SHOWN)

TAG FOR GRILLE, REGISTER OR DIFFUSER.

REFER TO GRD SCHEDULE.

LINEAR SLOT DIFFUSER. REFER TO DIFFUSER AND

GRILLE SCHEDULE FOR ADDITIONAL INFORMATION.

CEILING SUPPLY DIFFUSER. REFER TO GRD

SCHEDULE

HYDRONIC HEATING OR COOLING COIL. REFER TO

DRAWING NOTES AND/OR SCHEDULE FOR CAPACITY.

MODULATING OPPOSED BLADE DAMPER

BACKDRAFT DAMPER

FIRE/SMOKE DAMPER

FIRE DAMPER

VOLUME DAMPER

RADIUS ELBOW (SINGLE LINE)

DUCT ACCESS DOOR

FLEXIBLE DUCT

ROUND DUCT ELBOW TURNED DOWN

OR AWAY

ROUND DUCT ELBOW TURNED UP

RECTANGULAR SUPPLY DUCT ELBOW

TURNED UP

CHANGE OF DUCT SIZE

OVAL DUCT IN INCHES

ROUND DUCT IN INCHES

ACOUSTIC LINED DUCT

BDD

MD

FSD

FDPR

VD

INDICATES RETURN or EXHAUST AIR FLOW

DIRECTION

INDICATES SUPPLY AIR FLOW DIRECTION

DUCT SMOKE DETECTOR

LOW LIMIT THERMOSTATLLT

DSD

MTD MOTORIZED DAMPER

SD SMOKE DAMPER

CEILING GRILLE (RETURN OR TRANSFER)

REFER TO GRD SCHEDULE

CEILING EXHAUST GRILLE (RETURN OR TRANSER)

REFER TO GRD SCHEDULE

18"/12"

RECTANGULAR EXHAUST DUCT TURNED UP

RECTANGULAR EXHAUST DUCT TURNED DOWN

RECTANGULAR OUTSIDE AIR DUCT TURNED UP

RECTANGULAR OUTSIDE AIR DUCT TURNED DOWN

SHEET INDEX

M-001 MECHANICAL GENERAL NOTES AND LEGENDS

M-002 MECHANICAL SCHEDULES

M-100 MECHANICAL HVAC ZONE PLAN

MD-101 MECHANICAL HVAC FLOOR PLAN - DEMO

MD-102 MECHANICAL HVAC INTERSTITIAL FLOOR PLAN - DEMO

M-101 MECHANICAL HVAC FLOOR PLAN

M-102 MECHANICAL HVAC INTERSTITIAL FLOOR PLAN

M-201 MECHANICAL PIPING PLAN

M-301 MECHANICAL HVAC SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-611 MECHANICAL DIAGRAMS

M-701 MECHANICAL CONTROL DIAGRAMS

PD-101 3RD FLOOR INTERSTITIAL PLUMBING PLAN - DEMO

PD-102 4TH FLOOR PLUMBING PLAN - DEMO

PD-103 4TH FLOOR MEDGAS PLAN - DEMO

P-101 3RD FLOOR INTERSTITIAL PLUMBING PLAN

P-102 4TH FLOOR PLUMBING PLAN

P-501 PLUMBING AND MEDGAS DETAILS

P-601 PLUMBING RISER DIAGRAMS

PG-103 4TH FLOOR MEDGAS PLAN

PG-104 MECHANICAL HVAC ROOF PLAN

SD

H

T

AHU-1

P1-1

GENERAL LEGEND

SYMBOL DESCRIPTION

THIN LINEWORK INDICATES EXISTING

MEDIUM LINEWORK INDICATES NEW

THERMOSTAT OR TEMPERATURE SENSOR (WALL MOUNTED)

HUMIDISTAT OR HUMIDITY SENSOR (WALL MOUNTED)

DETAIL SYMBOL: A = IDENTIFYING NUMBER

B = SHEET WHERE DETAIL IS SHOWN

SECTION SYMBOL: A = IDENTIFYING LETTER

B = SHEET WHERE SECTION IS SHOWN

SECTION CUT LINE INDICATOR

THICK DASHED LINEWORK INDICATES

EXISTING TO BE DEMOLISHED

KEYED REFERENCE NOTE SPECIFIC TO LOCATION INDICATED

POINT OF CONNECTION (POC)

PLUMBING FIXTURE TAG (REFER TO SCHEDULE)

MECHANICAL EQUIPMENT TAG (REFER TO SCHEDULES)

REVISION CLOUD AND REVISION NUMBER

SMOKE DETECTOR

GENERAL NOTE APPLIES TO ENTIRE SHEETX.

EXISTING(E)

NEW(N)

RELOCATE(REL)

NEW LOCATION(NL)

CO2 CO2 SENSOR

M-001

MECHANICAL GENERAL NOTES AND

LEGENDS

TAH MRN

MEDICAL GAS PRESSURE SENSOR

HWS

HWR HEATING WATER RETURN

HEATING WATER SUPPLYRWS

RWR

STAINLESS STEAL DUCT

DUCTWORK CONSTRUCTION AND LEAKAGE TESTING

SYSTEM

ROUND/ OVAL RECTANGULAR

REMARKSPRESS. CLASS (IN

WC)

DUCT SEAL

CLASS

PRESS. CLASS (IN

WC)

DUCT SEAL

CLASS

OA INTAKE FROM

LOUVER TO AHU 3-4 A 3-4 A

SUPPLY DUCT FROM

AHU TO TU 3-4 A 3-4 A

SUPPLY DUCT

DOWNSTREAM FROM TU 2 A 2 A

GENERAL EXHAUST

DUCT UPSTREAM OF

ETU

2 A 2 A

GENERAL EXHAUST

DUCT FROM ETU TO FAN 2-3 A 2-3 A

GENERAL EXHAUST

DUCT FROM FAN TO

LOUVER

2-3 A 2-3 A

1. NOT USED.

2. NOT USED.

E

D

C

B

A

VA FORM

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

QUALITY CONSTRUCTIONMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

www.coffman.com ph 619.232.4673

1455 Frazee Rd., Suite 600 San Diego, CA 92108 ph 619.232.46736/11/2019

7/16/2019 8/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

100% CONSTRUCTION DOCUMENTS

02/18/2021 95% CONSTRUCTION DOCUMENTS

04/09/2021 100% CONSTRUCTION DOCUMENTS

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

MAY 10, 2021

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021 IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

M-002

MECHANICAL SCHEDULES

TAH MRN

SHEET NOTES

1. BASIS OF DESIGN EQUIPMENT ARE SHOWN IN SCHEDULES. APPROVED EQUALS MAY

ALSO BE CONSIDERED, IF CONSTRUCTION MATERIALS, QUALITY, AND PERFORMANCE

MEET OR EXCEED THE BASIS OF DESIGN EQUIPMENT CHARACTERISTICS, AS PROVIDED

IN THE MANUFACTURERS LITERATURE AND THE PROJECT SPECIFICATIONS, AND IF

DIMENSIONAL CONSTRAINTS ARE ALSO MET.

EQUIPMENT HEAT GAIN CALCULATION

QUANTITY EQUIPMENT HEAT OUTPUT (BTUH) TOTAL HEAT OUTPUT

(BTUH)

CATH LAB

1 GANTRY 5,528 5,528

1 TILTING TABLE 614 614

1 DISPLAY ON BOOM 1,706 1,706

TOTAL CATH LAB HEAT LOAD 7,848

CONTROL ROOM

1 ADVANTAGE WORKSTATION 2,019 2,019

1 OPERATOR CONSOLE 341 341

2 CHATWORTH CABINETS - -

TOTAL CONTROL ROOM LOAD 2,360

EQUIPMENT ROOM

1 C-FRT CABINET 2,388 2,388

1 SYSTEMS INTERFACE CABINET 1,365 1,365

1 DETECTOR CONDITIONER 717 717

1 COOLIX WATER CHILLER 23,646 23,646

1 MAIN DISCONNECT PANEL 205 205

1 20kVA FLUORO UPS UL 6,756 6,756

TOTAL EQUIPMENT ROOM HEAT LOAD 35,077

PER GE HEALTHCARE DESIGN DOCUMENTS DATED 12/08/2020

WATER SOFTENER SCHEDULE

TAG MANUFACTURER/ MODEL SERVES EXCHANGE MEDIA

(FT^3)

EXCHANGE CAPACITY SALT STORAGE CAPACITY

(LBS)

UNIT POWER REQUIREMENTS

REMARKS

VOLTS Ø WATTS

WS-01 CULLIGAN/

HE-9 HU-401 1.0 27,100 GRAINS @ 8 LBS 375 24 1 35 1,2,3

1. TOTAL HARDNESS MAXIMUM 75GPG. CONFIRM WITH VA THAT CURRENT WATER HARDNESS TEST AT FACILITY IS EQUAL TO OR BELOW LISTED MAX. HARDNESS.

2. RATED SERVICE FLOW AT 15PSI IS 10.8 GPM.

3. PROVIDED WATER SOFTENER TANK TO FEATURE QUAD HULL LEAK PROTECTION.

SOUND DATA

OCTAVE BAND

INLET OUTLET

1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8

FREQ. HZ 63 125 250 500 1K 2K 4K 8K 63 125 250 500 1K 2K 4K 8K

AHU-401 79 76 82 92 83 80 79 82 83 79 79 82 83 77 73 67

GX-401 72 75 79 75 73 70 65 58 72 71 69 63 59 56 50 43

1. SOUND DATA PROVIDED FOR BASIS-OF-DESIGN EQUIPMENT LISTED ON VARIOUS EQUIPMENT SCHEDULES.

LOUVER SCHEDULE

TAG SERVES MANUFACTURER/ MODEL MATERIAL AIRFLOW

(CFM)

LOUVER

SIZE, WxH

(IN)

FACE

AREA (SF)

FACE

VELOCITY

(FPM)

FREE

AREA (SF)

FREE AREA

VELOCITY (FPM)

APD

(IN WC)

DRAINABLE

BLADE (YES/NO)

BLADE

ANGLE

(DEG)

FRAME

DEPTH (IN)

WEIGHT

(LBS)

REMARKS

LV-401A AHU-401 INTAKE GREENHECK/

FDS-602

STAINLESS

STEEL 6,500 36 x 69 17.25 377 9.11 714 0.08 YES 35 6 89 1,2

LV-401B AHU-401 INTAKE AAF/

AMERVANE VI

STAINLESS

STEEL 6,500 50 x 50 17.36 374 - - 0.25 - - 8 3,4

LV-402 GX-401 EXHAUST GREENHECK/

ESD-635 ALUMINUM 6,500 36 x 69 17.25 377 9.11 714 0.08 YES 35 6 89 1,2

1. PROVIDE W/ INTERNAL BIRD SCREEN, SAME MATERIAL AS LOUVER.

2. 70% KYNAR FINISH TO MATCH SURROUNDING FACILITY COLOR. CONFIRM FRAME TYPE WITH ARCHITECTURAL SCOPE PRIOR TO ORDERING LOUVER.

3. MIST ELIMINATOR WITH STATIONARY S-HOOK BLADES. SEE FILTER SCHEDULE FOR COALESCING PAD MOUNTED DIRECTLY BEHIND MIST ELIMINATOR.

4. MIST ELIMINATOR PROVIDED WITH 1-1/2" DRAIN CONNECTION. PIPE TO AHU CONDENSATE DRAIN PIPE.

VARIABLE FREQUENCY DRIVE SCHEDULE

TAG LOCATION SERVES MANUFACTURER/ MODEL

MOTOR ELECTRICAL REQUIREMENTS

BYPASS DISCONNECT AND

FUSES NEMA ENCLOSURE INPUT LINE

REACTOR OUTPUT LC FILTER

HP VOLTS Ø EMERG.

VFD-1 AHU-401 AHU SUPPLY FAN ABB/

ACH 580 5 460 3 YES NO YES NEMA 1 YES IF MOTOR LEAD LENGTH EXCEED 25 FT.

VFD-2 AHU-401 AHU SUPPLY FAN ABB/

ACH 580 5 460 3 YES NO YES NEMA 1 YES IF MOTOR LEAD LENGTH EXCEED 25 FT.

VFD-3 GX-401 GX-401 ABB/

ACH 580 5 460 3 YES YES YES NEMA 1 YES IF MOTOR LEAD LENGTH EXCEED 25 FT.

DAMPER SCHEDULE

TAG LOCATION SERVES MANUFACTURER/ MODEL TYPE WIDTH (IN) HEIGHT

(IN)

FLOW

(CFM)

APD

(IN WC)

FIRE RATING LEAKAGE

CLASS

CLOSE

TEMP BLADE STACK

UNIT POWER REQUIREMENTS

REMARKS

VOLTS Ø FLA

CD-402 LV-402 GX-401 EXHAUST

AIR

GREENHECK/

VCD-23 LOW-LEAKAGE CONTROL 30 22 6,000 0.05 - 1A - PARALLEL BLADE 120 1 1

1. FAIL CLOSED. PROVIDE WITH END SWITCH TO CONFIRM STATUS FOR CONTROLS.

PLUMBING FIXTURES

TAG TYPE MANUFACTURER

TRIM

TRAP

BRANCH CONNECTIONS

REMARKSFIXTURE TRIM SUPPLIES WASTE VENT CW HW

P-103 WATER CLOSET KOHLER K-4325 OPEN FRONT SEAT, LESS COVER SLOAN ROYAL 111-ESS-1.28 P-TRAP 4" 2" 1" - 1,2,3

P-418 LAVATORY KOHLER K-2032 SLOAN OPTIMA ETF-700-4-BOX-BDT-CP-0.5GPM-LAM-IR-S-FCT GRID DRAIN P-TRAP 2" 1-1/2" 1/2" 1/2" 2,4,5,6

P-520 SCRUB SINK ELKAY EWS25201 SLOAN OPTIMA ETF-500-BOX-CP-2.2GPM-LAM-IR-S-FCT GRID DRAIN P-TRAP 3" 1-1/2" 1/2" 1/2" 5,7

P-704 SHOWER EVERFAB S6336A3 SYMMONS SAFETYMIX 1-25-FSB-2.0-X KOHLER K-9232 DRAIN P-TRAP 2" 2" 1/2" 1/2" 8

FD-1 FLOOR DRAIN SMITH 2005Y02-A05NB TRAP PRIMER - P-050 - P-TRAP 2" 2" 1/2" - 9

1. PROVIDE & INSTALL WATER HAMMER ARRESTOR ON CW LINE (AND HW IF APPLICABLE) SERVING FIXTURE, SEE PLAN FOR SIZE.

2. PROVIDE AND INSTALL SUPPORT CARRIER; SEE ARCHITECTURAL FOR MOUNTING HEIGHT.

3. FLUSH VALVES SHALL BE PROGRAMED TO FLUSH EVERY 72 HOURS. FLUSH VALVES TO HAVE OVERRIDE BUTTON AND BE HARD WIRED. PROVIDE WITH MODEL 3L-154 120V/24V 50VA TRANSFORMER.

4. OFFSET EXPOSED TRAPS FOR ADA COMPLIANCE. INSULATE ALL EXPOSED PIPING (CW, HW, & SAN) BELOW SINK WITH TRUEBRO MODEL 102 & 105 HANDI LAV-GUARD KIT.

5. PROVIDE AND INSTALL SYMMONS MODEL 7-210-CK MIXING VALVE ON HOT WATER SERVING FIXTURE, SET TO 110°F.

6. WHITE VITREOOUS CHINA LAVATORY WALL MOUNT. SENSOR FAUCET, 0.5 GPM LAMINAR SPRAY, SINGLE HOLE MOUNTING, HARD-WIRED 24 VAC POWER CONNECTION WITH BATTERY BACKUP, PROVIDE WITH 120V/24VAC TRANSFOREMER.

7. WALL HUNG 14 GAUGE 304 STAINLESS STEEL SINK WITH GOOSENECK SPOUT WITH SENSOR 2.2 GPM LAMINAR FLOW, HARD-WIRED 24 VAC POWER CONNECTION WITH BATTERY BACKUP, PROVIDE WITH 120V/24VAC TRANSFORMER.

8. ONE-PIECE SHOWER STALL WITH SMOOTH WALLS. PROVIDE AND INSTALL PRESSURE BALANCING VALVE SYMMONS 4-500-X WITH INTEGRAL STOPS, 30" SLIDE BAR WITH 60" HOSE, SHOWER HANDLE WITH 2.0 GPM, AND ADA GRAB BARS.

9. PROVIDE AND INSTALL PRECISION PLUMBING PRODUCTS, INC. MODEL P1/P2 TRAP PRIMER. ROUTE 1/2" PIPING FROM TRAP PRIMER TO DRAIN. PROVIDE AND INSTALL ACCESS PANEL FOR TRAP PRIMER.

HUMIDIFIER SCHEDULE

TAG LOCATION SERVES MANUFACTURER/ MODEL TYPE REQUIRED

OUTPUT (LB/HR)

RATED POWER

(kW)

UNIT POWER REQUIREMENTS CONNECTIONS (IN)

OP WT.

(LBS)

REMARKS

CW IN DRAIN OUT STEAM

OUTVOLTS Ø MCA/ MOCP

HU-401 4TH FLOOR

INTERSTITIAL AHU-401 CONDAIR/

EL 150/440-480/3

ELECTRIC STEAM

GEN. 151 56.1 480 3 67.5/

90 2x 0.5 2x 1.18 2x 1.75 245 1,2,3

1. DISPERSION GRID INTERNAL TO AHU-401.

2. UNIT SHALL ACCEPT 0-10V CONTROL INPUT.

3. PROVIDE WITH IN-LINE WATER FILTER (5 MICRON) AND CONDENSATE COOLER ACCESSORY.

FAN SCHEDULE

TAG SERVES MANUFACTURER/ MODEL

DESCRIPTION FAN PERFORMANCE MOTOR ELECTRICAL

REQUIREMENTS UNIT WT.

(LBS)

REMARKS

TYPE DRIVE FLOW

(CFM)

ESP

(" WC)

SPEED

(RPM)

BHP

HP VOLTS Ø FLA

(E)

GX-37

EXISTING SPACES TRANE/

T-8 - V-BELT 4,500 1.25 2065 1.88 3 460 3 - - 2

(E)

GX-65

(E) CATH LAB

MCQUAY/

LYF108CH - - 4,230 0.75 1.05 2 460 3 - - 2

GX-401 (N) CATH LAB

GREENHECK/

QEI-22 MIXED FLOW BELT 6,850 1.75 1201 3.14 5 460 3 7.6 565 1,3,4

1. SEE VFD SCHEDULE FOR MOTOR VFD INFORMATION, UNIT WILL MODULATE SPEED TO MEET TU DEMAND.

2. EXISTING FAN. FLOW RATE SHOWN IS ORIGINAL DESIGN AIRFLOW. CURRENT AIRFLOW WILL BE DETERMINED BY CONTRACTOR TAB PRE-READS PRIOR TO CONSTRUCTION. FAN REBALANCING MAY BE REQUIRED AFTER

ENGINEER OF RECORD REVIEW OF PRE-READ TAB REPORT.

3. FAN MUST BE OSHPD SEISMIC CERTIFIED.

4. PROVIDE FAN WITH FACTORY MOUNTED ISOLATION BASE, INLET AND OUTLET COMPANION FLANGES.

SEISMIC AND VIBRATION CONTROL SEISMIC RESTRAINT PROVISIONS

TAG EQUIPMENT LEVEL RESTRAINTS BASE

VIBRATION

ISOLATOR

TYPE(S)

FLEXIBLE CONNECTORS DEFLECTION (IN)

SEISMIC SUPPORTS ARE REQUIRED FOR THIS PROJECT FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT AND DISTRIBUTION SYSTEMS. SEISMIC RESTRAINT CALCULATIONS MUST BE PROVIDED BY THE PRODUCT MANUFACTURER FOR ALL CONNECTIONS OF EQUIPMENT TO THE STRUCTURE. ALL RESTRAINING DEVICES SHALL HAVE TESTING DATA TO VALIDATE MAXIMUM RESTRAINT RATINGS. PREAPPROVALS BASED ON INDEPENDENT TESTING ARE PREFERRED TO PREAPPROVALS BASED ON CALCULATIONS.

CALCULATIONS (INCLUDING THE COMBINING OF TENSILE AND SHEAR LOADING) TO SUPPORT SEISMIC RESTRAINT DESIGNS MUST BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN CA. THE ENGINEERING ANALYSIS MUST INDICATE CALCULATED DEAD LOADS, STATIC SEISMIC LOADS, AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS TO EQUIPMENT STRUCTURE.

ANALYSIS MUST DETAIL ANCHORING METHODS, BOLT DIAMETER, EMBEDMENT, AND/OR WELDED LENGTH.

AHU-401 AIR HANDLING UNIT 4 AM B 4,5 Y 1.5

GX-401 MIXED FLOW GENERAL EXHAUST FAN 4 Y B 3,5 Y 1.5

FCU-01 FAN COIL UNIT 4 Y A 3,5 Y 1.5

WS-01 WATER SOFTENER 4 A NA NA N NA

HU-401 ELECTRIC STEAM-GEN HUMIDIFIER 4 A NA NA N NA ALL SEISMIC RESTRAINT DEVICES SHALL BE DESIGNED TO ACCEPT, WITHOUT FAILURE, THE FORCES PRESCRIBED PER THE ASCE 7-05 ACTING THROUGH THE EQUIPMENT CENTER OF GRAVITY. OVERTURNING MOMENTS MAY EXCEED FORCES AT GROUND LEVEL AND MAY BE RESISTED BY SEISMIC RESTRAINTS, SUPPORT, OR ANCHORAGE. ANCHORAGE TO CONCRETE MUST HAVE AN ICC TESTING REPORT THAT ADHERES TO THE REQUIREMENTS OF THE 2015 IBC AND MUST BE RATED FOR SEISMIC RESTRAINT IN CRACKED CONCRETE USING THE APPROPRIATE REDUCTION FACTORS PER ACI 318 APPENDIX D. ACCEPTABLE ANCHORS INCLUDE THE HILTI KWIK BOLT TZ AND SIMPSON STRONG BOLT WEDGE ANCHORS OR HILTI HIT-RE 500-SD AND SIMPSON SET XP EPOXY

ANCHORS. EPOXIES ARE NOT ACCEPTABLE FOR USE IN OVERHEAD APPLICATIONS.

MVP-1 WAGD MEDICAL VACUUM PUMP 6 A NA NA NA NA

6S SUPPLY PLENUM ARRAY 4 Y NA NA NA NA

WS-01 WATER SOFTNER 4 Y NA NA NA NA

TU TERMINAL UNITS 4 Y NA NA NA NA

ASCE 7-10 SEISMIC DESIGN CRITERIA

SEISMIC DESIGN CATEGORY "D"

OCCUPANCY CATEGORY IV

SITE CLASS "D"

SEISMIC IMPORTANCE FACTOR FOR BUILDING, I e = 1.5

SEISMIC IMPORTANCE FACTOR FOR COMPONENT, I P = 1.5

HEATING HOT WATER 4 Y NA (4) Y (6),(7) COMPONENT RESPONSE MODIFICATION AND AMPLIFICATION FACTORS REHEAT HOT WATER 4 Y NA (4) Y (6),(7) SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7-10, TABLE 13.6-1.

CHILLED WATER 4 Y NA (4) Y (6),(7) DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS (0.2 SECOND):

DOMESTIC COLD 4 Y NA NA Y NA SDS = 0.818 G.

DOMESTIC HOT 4 Y NA NA Y NA DESIGN SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIOD:

WASTE 3 Y NA NA NA NA SD1 = 0.476 G.

VENT 3,4 Y NA NA NA NA

MEDICAL GAS PIPING 4 Y NA NA NA NA

NOTES

RESTRAINTS BASE TYPE 1. CONCRETE PAD MASS TO EQUAL AT LEAST 75% OF EQUIPMENT

A = ANCHOR A = ISOLATOR ATTACHED TO EQUIPMENT DIRECTLY 2. NR=NOT REQUIRED, NA=NOT APPLICABLE AM = ANCHOR SPECIFIED BY EQUIPMENT MANUFACTURER B = STRUCTURAL STEEL RAILS OR BASE 3. PIPING TO BE BRACED LATERALLY A MINIMUM OF EVERY 40' AND LONGITUDINALLY EVERY 80' REGARDLESS OF SEISMIC

REQUIREMENTS.B = RESTRAINING BASE WITH SNUBBER C = CONCRETE INERTIA BASE

Y = REQUIRED PER SPECIFICATIONS 13 05 41 AND 23 05 41 D = CURB-MOUNTED BASE 4. SEE SPECIFICATION SECTION 23 05 41 FOR DESCRIPTION AND REQUIREMENTS OF BASES, ISOLATORS, AND RESTRAINTS.

ISOLATOR TYPE 5. ALL EQUIPMENT, PIPING, PLUMBING, AND MEDGAS PIPING SEISMIC RESTRAINTS TO BE DETERMIEND BY DELEGATED DESIGNER

PER SPECIFICATION 13 05 41.

1. PAD: RUBBER, GLASS FIBER 4. RESTRAINED SPRING ISOLATOR 6. TYPE 7 ISOLATORS WITH 0.75" DEFLECTION ARE REQUIRED IN MECHANICAL ROOMS AND ON RISERS.

2. RUBBER ISOLATOR, FLOOR OR HANGER 5. THRUST RESTRAINT 7. FIRST THREE HANGARS FROM EQUIPMENT SHOULD PROVIDE THE SAME DEFLECTION AS EQUIPMENT ISOLATORS.3. SPRING ISOLATOR, FLOOR OR HANGER 6. AIR SPRING

WASTE ANESTHESIA GAS DISPOSAL PUMP SCHEDULE

TAG LOCATION SYSTEM TYPE MANUFACTURER / MODEL PUMP TYPE RECEIVER (GAL) PRESSURE

(IN HG)

SCFM SOUND LEVEL dB(A)

MOTOR ELECTRICAL DATA

WEIGHT

(LBS)

REMARKS

HP VOLTS PHASE FLA

MVP-1 MECH. ROOM 7001 MEDICAL VACUUM BEACON MEDAES / VH02D-060H-D CLAW 60 19 16 70 2 460 3 3.4 1,629 1,2,3,4,5

1. OIL-LESS CLAW MEDICAL VACUUM PUMP; DUPLEX SYSTEM WITH SINGLE POINT CONNECTION.

2. UNIT SHALL OPERATE AFTER A SEISMIC EVENT. PROVIDE SEISMIC CERTIFICATION (TESTING OR ANALYSIS) IN ACCORDANCE WITH SECTION 13.2 OF ASCE 7.

3. VACUUM PUMP COMMISSIONING AND START UP SHALL BE PERFORMED BY EQUIPMENT MANUFACTURER.

4. BASIS OF DESIGN = BEACON MEDAES. APPROVED EQUALS MAY ALSO BE CONSIDERED.

5. PROVIDE UNIT WITH CALIFORNIA OSHPD SEISMIC CERTIFICATION.

GRILLES, REGISTERS, DIFFUSERS SCHEDULE

TAG TYPE MANUFACTURER/ MODEL MATERIAL GRILLE SIZE NECK SIZE PANEL SIZE GRD TYPE FINISH NOTES

1S SUPPLY PRICE/

AMCD ALUMINUM 8x8 8 - MODULAR

CORE WHITE 1,5

2S SUPPLY PRICE/

AMCD ALUMINUM 12x12 12 - MODULAR

CORE WHITE 1,5

3S SUPPLY PRICE/

SMCD STEEL 8x8 8 - MODULAR

CORE WHITE 1,5

4S SUPPLY PRICE/

SMCD STEEL 12x12 12 - MODULAR

CORE WHITE 1,5

5S SUPPLY PRICE/

SMCD STEEL 18x18 14 - MODULAR

CORE WHITE 1,5

6S SUPPLY PRICE/

HGPL STAINLESS - VARIES VARIES - 4

7S SUPPLY PRICE/ STEEL 8x8 8 - SINGLE

DEFLECT.

1E EXHAUST PRICE/

730 STAINLESS 20x16 20x16 - SINGLE

DEFLECT. WHITE 2,5

2E EXHAUST PRICE/

630 ALUMINUM 8x8 8 - SINGLE

DEFLECT. WHITE 3,5

3E EXHAUST PRICE/

530 STEEL 10x10 10 - SINGLE

DEFLECT. WHITE 3,5

4E EXHAUST PRICE/

530 STEEL 14x12 12 - SINGLE

DEFLECT. WHITE 3,5

5E EXHAUST PRICE/

530 STEEL 8x8 8 - SINGLE

DEFLECT. 3

1R RETURN PRICE/

80 STEEL 20x14 14 - EGG CRATE WHITE 3,5

1. PROVIDE WITH SQUARE-TO-ROUND TRANSITION ACCESSORY SIZED FOR NECK SIZE.

2. LOW EXHAUST GRILLES IN CATH LAB. INSTALLED 7" ABOVE FINISHED FLOOR. SINGLE-DEFLECTION, 45 DEGREE ANGLE.

3. TRANSITION TO ROUND DUCTWORK FIELD FABRICATED AND INSTALLED.

4. SIZE FOR 25-35 FPM FACE VELOCITY PER ASHRAE 170-2017.

5. CONFIRM GRD FRAME STYLE WITH VA PRIOR TO ORDERING. AIRFLOW DIRECTIONS TO MATCH PLANS.

FILTER SCHEDULE

TAG FILTER TYPE LOCATION SERVES MANUFACTURER/ MODEL FLOW (CFM) FILTER EFFICIENCY CLEAN PD (IN.

W.C.)

DIRTY PD (IN.

W.C.)

QTY DIMENSIONS

(WxHxD)

REMARKS

F-01 COALESCING PAD LV-401B AHU-401 OA INTAKE AAF/

AMERKOOL M81 6,850 - 0.1 0.25 4 25 x 25 x 3 4

F-02 MERV 8 PREFILTER INTERNAL

AHU-401 AHU-401 - 6,850 MERV 8 0.2 0.55 4 24 x 24 x 2 1,2,3

F-03 MERV 11 PREFILTER INTERNAL

AHU-401 AHU-401 - 6,850 MERV 11 0.2 0.55 4 24 x 24 x 4 1,2,3

F-04 HEPA FINAL FILTER INTERNAL

AHU-401 AHU-401 - 6,850 MERV 17

(HEPA)

1.0 1.5 4 24 x 24 x 12 1,2,3,5

F-05 FCU PANEL FILTER INTERNAL

FCU-01 FCU-01 - 1,450 MERV 8 0.1 1 2 24 x 24 x 2 1,2,3

1. MECHANICAL CONTRACTOR TO PROVIDE CLEAN FILTERS AFTER CONSTRUCTION IS COMPLETED.

2. MECHANICAL CONTRACTOR TO PROVIDE AN EXTRA SET OF FILTERS.

3. MECHANICAL CONTRACTOR TO INSTALL FILTERS PRIOR TO TEST AND BALANCE ONLY.

4. COALESCING PAD FILTER INSTALLED DIRECTLY BEHIND (DOWNSTREAM) MIST ELIMINATOR LOUVER.

5. HEPA FILTERS SHALL BE TESTED AT THE FACTORY PRIOR TO SHIPMENT TO JOBSITE VIA FACE SCANNING TEST.

AIR HANDLING…