DRAWINGS - BASEMENT SPS_Part3.pdf

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

REINF

SIZE

EMBEDMENT DEPTH "D"

#4 #5 #6 #7

#8

#9 #10

2-3/4" 3-1/8" 3-1/2" 3-1/2"

4"

4-1/2" 5'

3/8" 1/2"

2" 3-1/4"

NOMINAL

ANCHOR DIAM.

EFF. MIN

EMBEDMENT

(E) CONCRETE

DRILL HOLE - SEE NOTE 2

GRADE 60 REINF. DOWELS EMBEDDED

IN EPOXY PER DRAWINGS.

NEW

CONCRETE

5/8" 3/4"

3-1/8" 3-3/4"

2-1/2" 2-1/8"

3-1/4" 4-1/4"

5" 5-3/4"

5-1/2" 10"

MIN. EDGE

DISTANCE

SPACING

MIN. EDGE DISTANCE

2-1/4" 2"

2-3/4" 5"

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

4-1/8" 9-1/2"

MIN.

SPACING

EDGE DIST.

MIN. ANCHOR SPACING

LAP-SPLICE

LENGTH

MINIMUM

10" 12-1/2" 15" 17-1/2"

20"

22-1/2" 25"

MAXIMUM

MINIMUM

SPACING

#3 2-3/8" 7-1/2" 2-1/2" 3-1/8" 3-3/4" 4-3/8"

5"

5-5/8" 6-1/4"

1-7/8"

MINIMUM

EDGE. DIST

5 X DIAM.

EPOXY GROUTED DOWELS

1. Reinforcement dowels noted "drill and epoxy" shall be installed using hilti hit hy- 200 (esr-3187) with emdbedment length as noted on the drawings or approved equivalent. Install per maufacturer's recommendations.

2. If reinforcement is encountered during drilling, abandon and shift the hole location to avoid the reinforcement. provide a minimum of 2 anchor diameter or 1 inch, whichever is larger, of sound concrete between the dowel and the abandoned hole, fill the abandoned hole with non-shrink grout. if the anchor or dowel may not be shifted as noted above, the engineer will determine a new location.

3. Special inspection for epoxy grouted dowels:

Periodic special inspection shall be performed in accordance to section

1704.15 and table 1704.4 of 2009 ibc, as applicable and the icc-esr. The special inspector shall make periodic inspections during anchor or post-install reinforcing installation to verify anchor or rebar type and dimensions, concrete type, concrete compressive strength, adhesive identification and expiration date, hole dimensions, hole cleaning procedures, spacing, edge distances, concrete member thickness,anchor or rebar embedment, tightening torque and adherence to the manufacturer's printed installation instructions.

under the ibc, additional requirements as set forth in sections 1705, 1706, and 1707 shall be observed, where applicable.

4. Embedment of anchors or rebars, edge distance & spacing requirements, unless otherwise noted:

NOTES:

1. Schedule applies to reinforcing bars terminating in structural concrete.

2. Diameter of holes for epoxy-set dowels shall be per epoxy manufacturer's recommendations.

3.Ensure end of drilled hole for epoxy-set dowels is min. 1 1/2" clear of far side of dowels side of concrete wall or is min. 1 1/2" clear of far slab.

SG-001GENERAL NOTES

/2

4/

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pm e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

Ω

SG-002SHEET LIST, LEGEND

& ABBREVIATIONS

/2

4/

:3 2:

pm e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

BASEMENT PLAN

SCALE: 18/ " = 1'-0"1CART WASHER PAD

SCALE: 12/ " = 1'-0"2

CART WASHER PAD

SCALE: 12/ " = 1'-0"3

EQUIPMENT ANCHORAGE TO CONCRETE- TYP SECTION

SCALE: 1" = 1'-0"4

16 15 14 13 12 11

E

D

C

B

A

D

+82'-0"

+82'-0"

M

IN

M

IN

EFF EMBED

M

IN

M

IN

SG-101BASEMENT

EQUIPMENT PAD

/2

4/

:3 2:

pm

PLAN

INSTALLED PER MANUFACTURER'S INSTRUCTIONS

3. EQUIPMENT PARTS TO BE INSTALLED DURING CONSTRUCTION SHALL BE IDENTIFIED BY THE CONTRACTOR &

2. EQUIPMENT MANUFACTURER SHALL PROVIDE SEISMIC ANCHORAGE DETAIL PER APPROPRIATE DESIGN CRITERIA.

1. AT NEW PADS, SAW CUT (E) SLAB, DIG THOUGH SAND FILL & ADD NEW CONCRETE

NOTES:

NO ANCHORAGE PROVIDED BY MANUFACTURER

EQUIPMENT WEIGHT <1000LBS

A1195 / U1195

MANUFACTURER SHALL ENSURE THAT THE ANCHORAGE KIT SATISFIES THE DESIGN CRITERIA FOR THE SITE

FOR SEQUIPMENT WITH ANCHORAGE KIT PROVIDED WITH THE EQUIPMENT,

NOTES:

LEGEND

TYP

EQUIPMENT

SEE ARCH

(N) CIP PAD BENEATH

EQUIPMENT

14" THICK PAD WITH

4" PIT @ UNIT LOCATION

LOCATION PER ARCH & MECH

(N) PAD FOR EQUIPMENT - FOR LOCATION SEE ARCH, MECH & PLUMBING DRAWINGS

EQUIPMENT - FOR LOCATION & SIZE SEE ARCH, MECH & PLUMBING DRAWINGS

W/ #17 TYPE TRACK

MODERN FOLD 931

FOLDING PARTITION

SG-501

(E) SLAB-ON-GRADE (T/SLAB = 0")

(E) SLAB-ON-GRADE (T/SLAB = -214/ ")

(E) CONCRETE UNDER SLAB ON GRADE

4. DO NOT DISTURB COLUMN PEDESTAL WHILE CUTTING (E) SLAN-ON-GRADE TO INSTALL NEW CART WASHER PAD

INSTALLED PER MANUFACTURER'S INSTRUCTIONS

3. EQUIPMENT PARTS TO BE INSTALLED DURING CONSTRUCTION SHALL BE IDENTIFIED BY THE CONTRACTOR & B) ANCHOR TO SLAB-ON-GRADE WITH 12/ " Ø HILTI KBTZ W/ 2' EFF EMBEDMENT PER ESR-1917

A) WELD L3X3X14/ ON 4 SIDES OF THE BASE WITH 116/ " THICK FILLET WELD

2. WHERE SEISMIC ANCHORAGE DETAIL IS NOT PROVIDED BY THE MANUFACTURER FOR EQUIPMENT < 1000LBS,

1. EQUIPMENT MANUFACTURERS SHALL PROVIDE SEISMIC ANCHORAGE DETAIL PER APPROPRIATE DESIGN CRITERIA.

NOTES

1A

SG-501

TO INSTALL NEW CART WASHER PAD

WHILE CUTTING (E) SLAB-ON-GRADE

DO NOT DISTURB COLUMN PEDESTAL

#4 @ 12" O.C.

(E) SLAB 2'-214/ "

8"

#4 @ 12" O.C.

(N) CIP PAD BENEATH

EQUIPMENT S3185

14" THICK PAD WITH

4" PIT @ UNIT LOCATION

2'-214/ "

#4 @ 12" O.C.

#4 @ 12" O.C.

6"

#4 @ 24" O.C. DOWEL

EFF EMBED LENGTH = 4"

USE HILTI HIT-RE500 (ESR-3814)

4/ "

4/ "

7'-10"

1'-0"

6" M

IN

2/ "

#4 @ 12" O.C. EA WAY

(E) SLAB -ON-GRADE

(N) CIP PAD BENEATH

EQUIPMENT S3185

14" THICK PAD WITH

4" PIT @ UNIT LOCATION

#4 @ 12" O.C. EA WAY

2"COVER TYP

6"

4"

#4 @ 12" O.C.

61"

8.

#4 @ 24" O.C. DOWEL

EFF EMBED LENGTH = 4"

USE HILTI HIT-RE500 (ESR-3814)

#4 @ 24" O.C. DOWEL

EFF EMBED LENGTH = 4"

USE HILTI HIT-RE500 (ESR-3814)

6'-6"

1' -2

1 2/ "

10"

8"

4/ "

5'-6" 2'-0"

2'-1"MIN

2/ "

6"X803 116/ "

EQUIPMENT

L3X3X14/

0'-6" LONG

116/

BEARING PLATE TO POST TYP

12/ " Ø HILTI KBTZ ANCHOR

W/ 2" EFF EMBED , ESR -1917

OR EQUIVALENT

(E) SLAB -ON-GRADE

REMOVE TOPPING AS PER ARCH DWGS

DURING ANCHORAGE INSTALLATION

TOPPING SHALL BE < 12/ " THICK

2" E

FF

E

M

BE

D 6"

ANCHORAGE CLIPS BY OTHERS

12/ " Ø HILTI KBTZ ANCHOR

W/ 314/ " EFF EMBED , ESR -1917

OR EQUIVALENT

(E) SLAB -ON-GRADE

REMOVE TOPPING AS PER ARCH DWGS

DURING ANCHORAGE INSTALLATION

TOPPING SHALL BE < 12/ " THICK

EQUIPMENT

4/ "

E

FF

E M

BE

D e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

TYPICAL CONCRETE PAD ON ROOF

SCALE = N.T.S3

TYP GRADE BEAM SECTION

SCALE = 1:122

RAMP/STAIR SUPPORT PLAN

SCALE = 1:123

CONCRETE PAD UNDER STAIR - SECTION

SCALE = 1:124

ROOF PLAN

SCALE: 14/ " = 1'-0"1

TYPICAL CURB DETAIL

SCALE: 1" = 1'-0"2

M.3

+0

C

B

D

TYP CURB DETAIL

SCALE = N.T.S.3

ROOF

8"

M

AT

C H

(E ) C

U R

B H

EI

G

H T

3"

EF

F.

E M

BE

D

112/ "

CLR

(E) SLAB ON DECK

8"X24" CURB

( 3 ) #4 LONG REBAR

#4 @ 1'-0" O.C. DOWEL

EFF. EMBED LENGTH = 3 "

USE HILTI HIT-HY200

(ESR-3187)

#4 D

O W

EL

"O

.C

SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS

#4 D

O W

EL

6" O

.C

#4 D

O W

EL

"O

.C

#4 D

O W

EL

6" O

.C

#4 D

O W

EL

"O

.C

#4 D

O W

EL

6" O

.C

#4 D

O W

EL

6" O

.C

EF

F

EM

BE

D

SG-141ROOF PLAN

/2

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:3 2:

pm

TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION

4. COMPLETE MODULAR UNIT & STAR & RAMP PLANS & CALCULATIONS SHALL BE SUBMITTED

INSTALL ITEMS DURING CONCRETE POUR.

3. CONTRACTOR SHALL COORDINATE WITH MODULAR UNIT MANUFACTURERS TO

2. MANUFACTURER TO PROVIDE ADEQUATE SUPPORTS AT THE EVERY 6'-10" X 11'-10" AREA OF RAMP/ STAIR

ONE DIRECTION & MAX 11'-10" SPACING IN THE OTHER DIECTION

1. CONCRETE PAD FOR STAIR AND RAMP CALCULATED USING MAX 6'-10" SPACING IN

NOTE:

EPOXY STRAIGHT BAR USING HILTI HIT-RE-500 W/ 238/ " EFF EMBEDD

4. PLACE VERTICAL DOWELS @ SPACING AS SHOWN ON PLANS

AFTER THE (E) AHU UNIT IS REMOVED UNTIL (N) UNIT IS PLACED

3. CONTRACTOR IS RESPONSIBLE FOR WEATHER PROOFING THE WORK AREA

FOR FINISHING INFORMATION SEE ARCH DRAWINGS

2. DEMO (E) CURB TO THE LEFT OF (N) AHU UNIT

MIN 15" STRAIGHT BAR LENGTH IN (N) CONCRETE AFTER BAR IS BENT

BED BAR 90 DEG AFTER EPOXY SETS.

EPOXY STRAINGHT BAR. USE HILTI HIT-RE500 W/ 6" EFF EMBED.

1. BENT EPOXY BARS TO PERP CURB-

(E)CURB TO BE DEMOLISHED

LEGEND

NOTES

SG-141

MECHANICAL UNITS

(N) CURB

#3 @ 16" O.C.

( 3 ) #5 TOP BARS

( 3 ) #5 BTM BARS

24"X18" GRADE BEAM

4. SPLICE LENGTH = 25" O.C. MIN EA SIDE OF SPLICE

3. FOR SPLICING USE 3 #5 BARS T&B

2. SPLICE CAGE MIN 10'-0" FROM CENTER 7 ATLEAST 2'-0" FROM PIER LOCATION

1. MAY BE BROUGHT TO SITE AS A CAGE

NOTE:

1' -6

2'-0"

42"X42" CONCRETE PAD

PLACE ONE PAD FOR SUPPORT @

EVERY 6'-10" X 11'-10" AREA

#3 @ 12" O.C.

#3 @ 12" O.C.

3' -6

3'-6"

42"X42" CONCRETE PAD

PLACE ONE PAD FOR SUPPORT @

EVERY 6'-10" X 11'-10" AREA

#3 @ 12" O.C.

#3 @ 12" O.C.

3'-6"

3' -6

W8X28

W

X3

W

X3

(E) STEEL (E) STEEL

(E) STEEL

4'-6"+/- 3"

(E ) S

TE

EL

PLACE AT AHU PERIMETER

CONCRETE CURB FOR AIR HANDLER UNIT (E

) S

TE

EL

(E

) S

TE

EL

(E) STEEL

(E) STEEL (E) STEEL

(E) STEEL

(E) STEEL

(E) STEEL

(E) STEEL

(E) STEEL (E) STEEL

(E) STEEL

(E ) S

TE

EL

(E ) S

TE

EL

(E ) S

TE

EL

(E ) S

TE

EL

W

X3

W

X3

SEE MECH DWGS FOR LOCATION

AH

U

P

ER

IM

ET

ER

C

U R

B

7' -0

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

(2) ( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

(2) ( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

(E ) C

U R

B

REFER TO MEP DRAWINGS FOR LOCATION & SIZE

PLACE CONCRETE PAD UNDER THE EQUIPMENT AS NEEDED PER DETAIL 3/ -

INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS

(N) EQUIPMENT - SEE MEP DRAWINGS FOR MORE INFORMATION

DEMO (E)CURB PRIOR TO INSTALLING NEW CURB

(E) CURB

(E) CURB

(E) CURB

(E) CURB26

'-0

1 2/ "

'-0

26'-0"26'-0"26'-0"

'-0

"V .I.

F

CENTER AHU ANCHORS ON CURB CL

SEE MECH DWGS FOR LOCATION

1' -6

7'

-0

2' -6

7'

-0

2' -6

2'

-0

2/ "

C O

VE

R( 3 ) #4 DOWEL TYP

MIN 4" EFF EMBEDD TO (E) CONCRETE

W/ HILTI HIT-RE500 (ESR -3184)

BEND BAR AFTER EPOXY SETS

MIN 15" BEND INTO (N) CONCRETE

SEE PLANS FOR LOCATION

15"

#4 @ 8" @ 1'-0" EA SIDE OF AHU ANCHOR

(N) CURB

( 6 ) #6 LONG REBAR

(2) #4 @ 12" O.C. TYP

#4 @ 6" O.C. @ AHU ANCHOR

SEE PLANS FOR SPACING

MIN 238/ " EFF EMBEDD TO (E) CONCRETE

W/ HILTI HIT-RE500 (ESR -3184)

8/ "

M

AT

C H

(E ) C

U R

B H

EI

G

H T

1'-0"

HSS HEADER TO POST

SCALE: 112/ " =1'-0"1F

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

PARTIAL HEIGHT PARTITION WALL LATERAL SUPPORT

SCALE = N.T.S2 FOLDABLE PARTITION SUPPORT FRAME ELEVATION

SCALE: 14/ " = 1'-0"1

FOLDABLE PARTITION HEADER PLAN

SCALE: 38/ " = 1'-0"1A

HEADER TO PARTITION

SCALE: 1"=1'-0"1B

FOLDABLE PARTITION SUPPORT

FRAME TO (E) STEEL

SCALE: 1"=1'-0"1C

HSS POST BASE

SCALE: 1"=1'-0"1D

HSS POST BASE SECTION

SCALE: 1"=1'-0"1E

HSS HEADER TO POST

SCALE: 112/ " =1'-0"1G

HSS BEAM - HEADER

SCALE: 112/ " = 1'-0"1H

HSS BM - HEADER SECTION

SCALE: 112/ " = 1'-0"1J

TYP BACKING DETAIL AT EQUIPMENT ANCHORAGE

SCALE = N.T.S5

TRACK TO METAL DECK W/CONCRETE

SCALE = N.T.S3

TRACK TO STRUCTURAL STEEL

SCALE = N.T.S4

HEADER & JAMB DETAIL

SCALE = N.T.S6

D

+82'-0"

+98'-0"

D

STUD

WALL

(E) METAL DECK w/

CONCRETE FILL

(1)1/2"Ø HILTI -KBTZ ANCHORS

W/ 3"-1/4 EFF EMBED.

ESR-1917

#8 SMS

SCREW, TYP.

A. CONC FILLED DECK - WALL PARALLEL

+/-45.00°

400T200-54 BRACE @ 24" O.C., MAX.

CUT FLANGE AND BENT 45 DEG., TYP.

(3) #8 SMS SCREW

54 MIL X 1 1

2" FL. CONT TRACK

W/ #8 SMS EA.FL EA. STUD

STUD

WALL

(E) METAL DECK w/

CONCRETE FILL

(1)1/2"Ø HILTI -KBTZ ANCHORS

W/ 3"-1/4 EFF EMBED.

ESR-1917

#8 SMS

SCREW, TYP.

B. CONC FILLED DECK - WALL PERPENDICULAR

+/-45.00°

400T200-54 BRACE @ 24" O.C., MAX.

CUT FLANGE AND BENT 45 DEG., TYP.

54 MIL X 1 1

2" FL. CONT TRACK

W/ #8 SMS EA.FL EA. STUD

2" MIN.

(3) #8 SMS SCREW

ALTERNATE BRACE DIRECTION

WHERE POSSIBLE

ALTERNATE BRACE DIRECTION

WHERE POSSIBLE

(2)#10 SMS SCREW (2)#10 SMS SCREW

BENT PLATE THICKESS 54MIL MIN

BENT PLATE THICKESS 54MIL MIN

#10 SMS @ 3/4" O.C AT

EA. SHEAR PL .

SEE HEADER SCHEDULE

4"

18 GA. PL CENTERED

ON HEADER HEIGHT

EACH SIDE

KING STUDS -

JAMB STUD & SILL TRACK

WHERE OCCURS #10 SMS PER

STUD, TYP

BOXED HEADER AT DOORS:

(2) 400S162-54 (33ksi) STUDS UPTO 4 FT OPENING

(2) 600S162-54 (33ksi) STUDS UPTO 8 FT OPENING

NOTE:

KING STUD AT DOORS

(2) 350S162-54 (33ksi) STUDS UPTO 4 FT OPENING

FASTENER PLATE EA SIDE

1) HEADER & POST ASSEMBLY IS TYPICAL

FOR ALL DOOR OPENINGS

(3) 350S162-54 (33ksi) STUDS UPTO 8 FT OPENING

CLIP L2"x2" - MATCH STUD GA. X STUD DEPTH -1"

CONNECT W/ 2#10 SMS T&B

WALL PERPENDICULAR TO DECK WALL PARALLEL TO DECK

NOTES:

1. WHERE CONC FILL OCCURS OVER METAL DECK, USE SHOT PINS IN

LIEU OF SMS.

2. PROVIDE Z CLIPS AS REQ'D FOR FASTENERS

1 2

G A

P

D

EP

TH

O

F Z

TO

M

AT

C

H T

H

IC

KN

ES

S O

F

FI

R

EP

R O

O

FI

N G

21 2" M

AX

METAL DECK

MTL STUDS

SEE ARCH

#10 SMS @ EA CLIP

SLOTTED TRACK

SEE DETAIL AA

Z CLIP AS IN @ LEFT X WIDTH REQ'D

TO CONTACT 2 LOW DECK FLUTES MIN

W/ #10 SMS EA END.

18 GA Z CLIPS X WIDTH

OF STUDS @ 16"CC MAX

W/ 2-#10 SMS TO DECK

2"

2"

SLOTTED SLIP TRACK TO MATCH WALL DEPTH & GA

(20GA MIN @ INT). SPLICE @ STUDS PER MFR RECOMMENDATIONS.

WAFER HEAD SMS EA

SIDE W/SIZE PER MFR,

USE #8 MIN

MTL STUDS, SEE

SECTIONS

1 2" C

LR

T.

O .S

TU

D

1 2" D

M

IN

ED

G E

O F

W

EB

P U

N C

H

O U

T W

H

ER

E O

C C

U R

S

1" M

IN

H

IG

H

ES

T

FA

ST

EN

ER

FO

R

F

IN

IS

H

ES

TYP. STUD TO SLIP TRACK

DETAIL AA

WALL PERPENDICULAR TO DECK WALL PARALLEL TO DECK

#10 SMS @ 10W

FLUTES 16" CC MAX

1 2" G

AP

P 18GA CONTIN X WIDTH AS REQ'D TO CONTACT

3 LOW DECK FLUTES W/#10 SMS @ 16"CC @ EA EDGE

TO DECK USE SHOT PINS IN LIEU OF SMS @ CONCRETE

FILL OVER METAL DECK WHERE OCCURS.

METAL DECK

SLOTTED TRACK

SEE DETAIL AA

MTL STUDS

SEE SECTIONS

#10 SMS @ 16" CC

L

NOTES:

1. WHERE WALL IS PERPENDICULAR TO DECK AND CONCRETE FILL OVER METAL DECK OCCURS

ATTACH TRACK TO DECK W/ 1-SHOT PIN W/ STEEL WASHER @24"CC MAX IN LIEU OF SMS.

2. WHERE WALL IS PARALLEL TO DECK & WALL C IS WITHIN 1 1

2" OF C OF LOW DECK FLUTE,

TOP TRACK MAY BE ATTACHED DIRECTLY TO DECK AS IN PERPENDICULAR COND &

CONTIN P MAY BE OMMITED.

L

STUD WALL TO METAL DECK W/

WATERPROOFING

STUD WALL TO METAL DECK W/O

WATERPROOFING

L

NOTES:

1. PROVIDE Z CLIPS AS REQ'D FOR FASTENERS.

2. AT SOFFIT HANGERS, STUDS MAY BE ATTACHED AS SHOWN ABOVE WITH THE FOLLOWING MODIFICATIONS:

A. USE STD 18 GA DEEP LEG TRACK IN LIEU OF SLIP TRACK

B. WHERE FIREPROOFFING OCCURS, USE 14 GA Z CLIPS @ EA HGR. ATTACH TRACK TO CLIPS

W/ 3-#10 SMS LOCATED WITHIN 1

2" OF EA EDGE AND AT MIDDLE OF TRACK

C. WHERE NO FIREPROOFING OCCURS, ATTACH TRACK TO BM WITH 2-SHOT PINS

@ 16"CC LOCATED WITHIN 1

2" OF EA EDGE OF TRACK.

3. STUDS & HGRS MAY BE OFFSET FROM BM FLANGE UP TO 9" @ STUDS & 6" @ HNGRS WITH THE

FOLLOWING MODIFICATIONS:

A. AT STUDS, PROVIDE 16GA Z CLIP & 3 SHOT PINS EVENLY SPACED WHERE 'X' >3".

B. AT HANGERS, WELD CLIP TO BEAM AS SHOWN, WHERE 'X' >3".

8 11

2"

STEEL W/O

FIREPROOFING

STEEL W/O

FIREPROOFING

1 2" G

AP

1 2" G

AP

2"

2"

MTL STUDS

SLOTTED TRACK

2-SHOT PINS @ TRACK

TO BM @ 32"CC

'X'

SEE

NOTE

#3 M

AT

C

H

FI

R

EP

R O

O

FI

N G

21 2" M

AX

2-#10 SMS @ TRACK

TO EA CLIP

18 GA Z CLIPS X WIDTH

OF STUDS @ 32"CC W/

SHOT PIN EA END TO BM

1-SHOT PIN @ 24"CC

@ C TRACK.

SILL - CONCRETE TYPICAL CONDITION

NOTE:

WHERE SLAB DEPRESSIONS OCCURS, VERIFY DEPTH 'Y'

LOCATION & EXTENT W/ARCH'L. AT ABOVE CONDITION 'Y' < 2"

'Y

3"

MIN

3"

MIN

@ FC WHERE

OCCURS

@ DEPRESSION

WHERE OCCURS

DEPRESSION

WHERE OCCURS

SEE ARCH'L

STD TRACK TYP

MTL STUDS

L

CLEARANCE

PL38/ "X7 X0'-3" @ 24" O.C.

PL

3 8/ "

X7 X

0' -3

4" O

.C

(2 ) P

L3 8/ "

X7 X

0' -3

EF

F

EM

BE

D

CLEARANCE

18/ "

HSS5X2X14/ HEADER BEAM

HSS4X4X14/

COLUMN

14/

SHEAR_PLATE TO ANGLE TYP

58/ " Ø THRU BOLT A307

L5X3X14/

BEAING ANGLE

PL38/ "X5" X 0'-5" SHEAR_PLATE

EA SIDE OF HEADER

1G14/

ANGLE TO HSS

3 SIDES TYP

14/

SHEAR_PLATE TO POST TYP

(14/ ) (14/ )

ANGLE TO POST TYP

(316/ )

HEADER TO SHEAR PLATE

14/ "

114/ "1"

5"

212/ "

SG-501TYPICAL DETAILS

/2

4/

:3 2:

pm

SG-501

(E) BEAM

W21X147

(E) BEAM

W18X71

(E) BEAM

W18X60

H

SS

4X 4X

1 4/ H

SS

4X 4X

1 4/

HSS5X2X14/

HEADER

(E) SLAB -ON-GRADE

(E) COLUMN

W14X311

(E) BRACE

TS12X12X34/

1C

CONNECTED TO PARTTION

WELDED TO BTM OF HSS

1B

1D

1F

3 8/ "

8' -4

5' -5

7 8/ "

PL38/ "X7 X0'-3" @ 24" O.C.

HSS5X2X14/

HEADER

C O

N N

EC

TE

D T

O P

AR

TT

IO

N

W

EL

D

ED

T O

B

TM

O F

H

SS

CONNECTED TO PARTTION

WELDED TO BTM OF HSS

C O

N N

EC

TE

D T

O P

AR

TT

IO

N

W

EL

D

ED

T O

B

TM

O F

H

SS

HSS4X4X14/

COLUMN

PL38/ "X7" X 0'-3"

@ 24" O.C. TYP

SEE DTL 4B/-

14/

HSS HEADER TO

CANTILEVER HEADER, TYP

1H

1G

H

SS

5X 2X

1 4/ H

EA

D

ER

SEE ARCH

HSS4X4X14/

COLUMN

1G

(E) COLUMN

W14X311

1G

SE

E

AR

C

H F

O R

L

EN

G

TH

1' -1

2/ "

PL38/ "X7" X 0'-3"

@ 24" O.C. TYP

SEE 4/- ELEVATION

(14/ ) (14/ )

TYP

HSS5X2X14/

HEADER BEAM

#17 TRACK SYSTEM BRACKET MOUNT

SEE ACOUSTI-SEAL 900 SERIES TECHNICAL DATA

38/ " Ø THREADED RODS BY OTHERS

114/ "

114/ " 114/ "412/ "

HSS4X4X14/

(E) BEAM

W18X60

(E) BEAM

W8X18

3"

PL38/ "X4" CAP PLATE

L8X6X916/ LLH

58/ " Ø THRU BOLT A307

3" VERTICAL SLOT

@ CONNECTING ANGLE

CAP PLATE TO HSS

TYP

14/ 14/

ANGLE TO WF TYP

14/ 14/

ANGLE TO WF TYP

HSS4X4X14/

(4) 12/ " Ø HILTI KBTZ

2" EFF EMBED

ESR-1917

PL12/ "X12" X 0'-8"

BASE PLATE

14/

TYP

1E

2" 2"

4"

2"8"2"

PL12/ "X12" X 0'-8"

BASE PLATE

(4) 12/ " Ø HILTI KBTZ

2" EFF EMBED

ESR-1917

(E) SLAB-ON-GRADE

HSS4X4X14/

2" 6"

( 4 ) 58/ " Ø THRU BOLT A307

PL38/ "X5" X 0'-5"

SHEAR_PLATE

4/ "

PL38/ "X5" X 0'-5"

SHEAR_PLATE

HSS4X4X14/

COLUMN

L5X3X14/

BEAING ANGLE

(14/ ) (14/ )

ANGLE TO POST TYP

14/

ANGLE TO HSS

3 SIDES TYP

14/

SHEAR_PLATE TO ANGLE TYP

(316/ )

HEADER TO SHEAR PLATE

VERT & HORZ WELD (316/ )

HEADER TO SHEAR PLATE

VERT & HORZ WELD

2/ "

4/ "

18/ "

( 4 ) 58/ " Ø THRU BOLT A307

HSS5X2X14/ HEADER

HSS5X2X14/ HEADER

PL38/ "X3 12/ " X 0'-7"

BEARING PLATE

PL38/ "X5" X 0'-5"

SHEAR_PLATE PL38/ "X5" X 0'-5"

SHEAR_PLATE

14/

SHEAR_PLATE TO

BEARING PLATE TYP 1J

(316/ )

HEADER TO SHEAR PLATE

VERT & HORZ WELD

(316/ )

HEADER TO SHEAR PLATE

VERT & HORZ WELD

4/ "

4/ "

2/ "

HSS5X2X14/ HEADER

4/ "

( 4 ) 58/ " Ø THRU BOLT A307

HSS5X2X14/ HEADER

(14/ ) (14/ )

BEARING PLATE TO POST TYP

114/ " (316/ )

HEADER TO SHEAR PLATE

VERT & HORZ WELD

4/ "

2/ "

18/ "

118/ "212/ "

HSS HEADER TO POST

SCALE = 1:81F

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

TYP DUCT & PIPE SUPPORT DETAILS

SCALE : N.T.S.1

FOLDABLE PARTITION SUPPORT FRAME ELEVATION

SCALE = 1:481

FOLDABLE PARTITION HEADER PLAN

SCALE = 1:361A

HEADER TO PARTITION

SCALE = 1:121B

FOLDABLE PARTITION SUPPORT

FRAME TO (E) STEEL

SCALE = 1:121C

HSS POST BASE

SCALE = 1:121D

HSS POST BASE SECTION

SCALE = 1:121E

HSS HEADER TO POST

SCALE = 1:81G

HSS BEAM - HEADER

SCALE = 1:81H

HSS BM - HEADER SECTION

SCALE = 1:81J

D

D

45° +/- 15°

DUCT

TRANSVERSE SEISMIC CABLE BRACE FOR RECTANGULAR/OVAL DUCT

HILTI KBTZ "D" ANCHOR

WITH "E" EMBEDMENT

(2 REQ'D)

EQUIVALENT ANCHOR

MAY BE USED

ANCHOR TO BOTTOM

FLUTE

"C"

AIRCRAFT

CABLE

BY MASON

SCB-4T4 3/8" [10mm]

SCB(H)-3

SCB(H)-1

SCB(H)-2

T3

T1

T2

1/4" [6mm]

1/8" [3mm]

3/16" [5mm]

SCB(H)

SIZE

SCBH-0T0

RESTRAINT

TYPE

CABLE

SIZE

"C"

3/32" [2.4mm]

4" [102mm]5/8" [16mm]

1/2" [13mm]

3"1/4 [95mm]

ANCHOR

EMBEDMENT

"E"

ANCHOR

DIAMETER

"D"

3/8" [10mm]

SCBH OPTIONAL

ATTACHMENT DETAIL

No. 10 SELF-TAPPING

SHEET METAL SCREWS

MAXIMUM 12" [305MM]

O.C.

TRAPEZE

SUPPORT L3x3x 1

4 MIN

1" [25mm]

45° +/- 15°

TRANSVERSE SEISMIC CABLE BRACE FOR ROUND DUCT

DUCT

THREADED ROD

BY

OTHERS

MASON SCBH

(T4 RESTRAINT TYPE - SCB-4)

SEISMIC CABLE BRACE HOOK

(2 REQ'D.)

No. 10 SELF-TAPPING

SHEET METAL SCREWS

MAXIMUM 12" [305mm] O.C.

(2) SHEET METAL STRAPS

2 1/2" x 12 GAGE [64mm X 3mm]

"C"

AIRCRAFT CABLE

by MASON

SCB-4T4 3/8" [10mm]

SCB(H)-3

SCB(H)-1

SCB(H)-2

T3

T1

T2

1/4" [6mm]

1/8" [3mm]

3/16" [5mm]

SCB(H)

SIZE

SCBH-0T0

RESTRAINT

TYPE

CABLE

SIZE

"C"

3/32" [2.4mm]

5/8" [16mm]

1/2" [13mm]

ANCHOR

EMBEDMENT

"E"

ANCHOR

DIAMETER

"D"

3/8" [10mm]

MASON SCB

(T0 RESTRAINT TYPE

-SCBH-0) SEISMIC CABLE

BRACE (2 REQ'D.)

MASON SAS "D" ANCHOR WITH

"E" EMBEDMENT (2

REQ'D)

THREADED ROD

THREADED ROD

STANDARD SIZE

SEE SCB/H SHDL

A

C B

E

D

F

C

A

B

D

E

C

BA

D

E

C

BA

(lbs)

STONE AGGREGATE

CONCRETE

(lbs)

435148325SAS-3/8

1095SAS-3/4

SAS-5/8

SAS-1/2

SAS-1

(kg)(lbs) t

347198 765

(lbs)(kg) t (kg) t (lbs)

(lbs)

440150465 330

616935

(lbs)t(kg) t(kg)

770200 350

(lbs)(kg) t (kg) t (lbs)

1015136467 300

(lbs)(kg) t t(kg) t(kg)

SCB-1

SCB-4

SCB-3

SCB-2

Size A B C D E F G H

SCBH-0

RATINGS MAY BE INCREASED 33 1/3% TO ACCOMODATE PERIODIC FORCES SUCH AS

WINDOR SEISMIC LOADS. RATINGS ARE FROM ICBO-ES REPORT

1821.

* THESE TENSION VALUES ARE APPLICABLE WHEN THE ANCHORS ARE INSTALLED WITHOUT SPECIAL INSPECTION AS SET FORTH INSECTION 1701.1 OF THE UBC OR SECTION 1704 OF THE IBC. WHEN ANCHORS ARE INSTALLED WITH SPECIAL INSPECTION AS SET FORTH INSECTION 1701.1 OF THE UBC OR SECTION 1704 OF THE IBC, THE TABULATED VALUES MAY BE INCREASED BY 100%. FOR kN DIVIDE kg BY

NOTES : THE TABULATED VALUES ARE FOR ANCHORS INSTALLED AT THE

SPECIFIEDSPACINGS AND EDGE DISTANCES. SPACINGS MAY BE REDUCED BY 50% PROVIDED

THESHEAR AND TENSION VALUES ARE REDUCED BY 40%. EDGE DISTANCES MAY BE

REDUCEDBY 50% PROVIDED THE TENSION VALUES ARE REDUCED BY 40% AND THE SHEAR

VALUESARE REDUCED BY 50%. LINEAR INTERPOLATION MAY BE USED FOR INTERMEDIATE

SPACINGS.

TYPE SCB ASSEMBLY RATINGS AS

CONTROLLED BY CABLE BREAKING STRENGTH

MINIMUM

ANCHOR

EMBEDMENT

MINIMUM

EDGE

DISTANCE

MINIMUM

ANCHOR

SPACING

SIZE

(in) (mm)

A B C

(in) (mm) (in) (mm)

TYPE SCB ANCHOR DIMENSIONS - inches (mm)

TYPE SAS ANCHOR STUD

RATINGS

PRESTRETCHED GALVANIZED

AIRCRAFT CABLE 7 x 19 STRAND

CORE

CABLE BRACE ANCHOR

(FORMED STEEL)

"H" BOLT DIA.

"G" HOLE DIA.

PULL

THROUGHRESISTANT

SHOULDER

EXPANSION

WEDGE

FULL

DIAMETERSEISMIC

ANCHORSTUD

ALL PARTS

ELECTROPLATED

STANDARD

NUT&

WASHER

LIGHTWEIGHT

CONCRETE

FILLEDSTEEL

DECK

TYPE SAS ANCHOR STUD

DIMENSIONS

SIZE

CABLE

DIA.

OSHPD

MAX.

RATINGS

MINIMUM

TORQUE

ON BOLTS

ft-lbs (N-m) lbs (kN) in (mm)

SCB-1

SCB-2

SCB-3

SCB-4 3/8

(10.0)

1/4 (6.0)

3/16 (5.0)

1/8 (3.0)

(4.3)

(9.1)

(14.0)

(30.5)

(271)

(75)

(61)

(34)

PRESTRETCHED GALVANIZED AIRCRAFT

CABLE 7 x 19 STRAND CORE

CABLE BRACE ANCHOR

(FORMED STEEL)

"H" BOLT DIA.

"G" INSIDE HOOK

DIA.

STANDARD

ROD WITH

FULL NUT

PULL SCBHs SNUG BEFORE

TIGHTENING

NUT.

STANDARD WASHER

(MIN. OD=2.5 x ROD

DIA.)

PLAN VIEW OF SCBH

INSTALLATION

SCBH - SEISMIC CABLE BRACE WITH HOOK ATTACHMENT SCB - SEISMIC CABLE BRACE

SAS - SEISMIC ANCHOR STUD

MINIMUM

TORQUE

ON BOLTS

OSHPD

MAX.

RATINGS

CABLE

DIA.

SIZE in (mm) lbs (kN) ft-lbs (N-m)

SCBH-0

SCBH-1

SCBH-2

SCBH-3 1/4

(6.0)

3/16 (5.0)

1/8 (3.0)

3/32 (2.4)

(2.2)

(4.3)

(9.1)

(14.0)

(34)

(34)

(61)

(75)

TYPE SCBH ASSEMBLY RATINGS AS

CONTROLLED BY CABLE BREAKING STRENGTH

TYPE SCBH ANCHOR DIMENSIONS - inches (mm)

STANDARD

ROD SIZE

ADDITIONAL

ROD SIZES

WITH WASHER* A B C D E F G H

SIZE

SCBH-0

SCBH-1

SCBH-2

SCBH-3

3/8 (10)

5/8 (16)

7/8 (22)

1-1/8 (29)

3/8 (10)

3/8 TO

1/2 (10

TO 13)

1/2 TO

3/4 (13

TO 19)

5/8 TO 1

(16 TO

25)

1/2 (89)

7/8 (73)

7/8 (48)

3/8 (35)

2 1/16 (52)

3/8 (60)

3/4 (95)

3/4

(121)

3/4 (44)

1 3/8 (35)

(25)

11/16 (18)

15/16 (24)

(25)

1 3/16 (30)

1 7/16 (37)

3/4

(121)

3/8

(111)

3/8 (86)

3/4 (44)

1/2 (38)

3/4 (44)

(51)

1/8 (29)

7/8 (22)

5/8 (16)

3/8 (10)

1/2 (13)

1/2 (13)

5/8 (16)

3/4 (19)

1 3/8

(35)

1 5/8

(41) (51)

1/8 (79)

(127)

1/2 (89)

3/4 (70)

(51)

(25)

3/8 (35) 3/4 (44)

1/2 (64)

15/16 (49)

7/16 (37)

3/16 (30)

15/16 (24)

3/8 (86)

3/8 (111) 3/4 (121)

3/4 (146)

1/4 (57)

(51)

3/4 (44)

1/2 (38)

9/16 (14)

11/16 (17)

13/16 (21)

5/16 (33)

(25)

3/4 (19)

5/8 (16)

1/2 (13)

SIZE

TENSION* SHEAR

SHEAR

WITH 33%

INCREASE

TENSION*

TENSION

WITH 33%

INCREASE

SHEAR

SHEAR

WITH 33%

INCREASE

3000 psi (20 Mpa)

TENSION* SHEAR

TENSION

WITH 33%

INCREASE

(20 Mpa)3000 psi (27 Mpa)4000 psi

PRESTRETCHED GALVANIZED AIRCRAFT

CABLE 7 x 19 STRAND CORE

CABLE BRACE ANCHOR

(FORMED STEEL)

"H" BOLT DIA.

"G" INSIDE HOOK

DIA.

(in) (in) (in)(mm) (mm) (mm)

SAS-3/8

SAS-1/2

SAS-5/8

SAS-3/4

SAS-1

1/4

229 1

3/4 5/8 1/2 3/8 10

1/41 1/21 3/4

1/4

3/42 3/43 1/4

3/4

5/83 3/44 7/85 5/8

1/4 7 1/2 9 3/411 1/4

FOR COMBINED TENSION AND SHEAR FORCES ON ANCHORS, USE THE FOLLOWING

EQUATIONS:( Ps / Pt ) + ( Vs / Vt ) & Pt AND Vt ARE ALLOWABLE

FORCES

< 1.0, WHERE: Ps & Vs ARE APPLIED

FORCES

5/3 _5/3

3"1/4 [95mm]

4" [102mm]

3"1/4 [95mm]

3"1/4 [95mm]

LONGITUDINAL SEISMIC CABLE BRACE FOR CLEVIS SUPPORTED PIPE

PIPE CLAMP BY OTHERS MAY BE ROTATED TO GAIN

ACCESS TO STRUCTURE ABOVE

MATCH SCB RESTRAINT TYPE

@ ANCHORAGE TO STRUCTURE

(2 REQ'D)

THREADED ROD

STANDARD SIZE

SEE SCB/H SHDL

"C" AIRCRAFT CABLE BY

MASON

TRANSVERSE SEISMIC CABLE BRACE FOR CLEVIS SUPPORTED PIPE

MASON SCB -SEISMIC CABLE BRACE (2 REQ'D.)

RESTRAINT TYPE T1 -SCB/H1

FOR PIPES <8" BRACED @ 10'-0" O.C.

FOR PIPES <12" BRACED @ 5'-0" O.C.

RESTRAINT TYPE T2 - SCB/H-2

FOR PIPES <16" BRACED @ 5'-0" O.C.

"C" AIRCRAFT CABLE BY

MASON

ATTACHED TO CLEVIS CROSS BOLT

THREADED ROD

STANDARD SIZE

SEE SCB/H SHDL

PIPE CLAMP

ORU-BOLT BY

OTHERS

"C" AIRCRAFT CABLE

BY MASON

MASON SCBH (T4 + 4L4 RESTRAINT TYPE -

SCB-4)SEISMIC CABLE BRACE HOOK (2

REQ'D.)

MASON SCB (T0 + 4L0

RESTRAINT TYPE - SCBH-0)

SEISMIC CABLE BRACE (2

REQ'D.)

TRAPEZE

SUPPORTBY

OTHERS

THREADED ROD

BY

OTHERS

TRANSVERSE SEISMIC CABLE BRACE FOR TRAPEZE SUPPORTED PIPE

MAXIMUM 4"

[102mm]

45° +/- 15°

45° +/- 15°

45° +/- 15°

HILTI KBTZ "D" ANCHOR

WITH "E" EMBEDMENT

(2 REQ'D)

EQUIVALENT ANCHOR MAY BE USED

ANCHOR TO BOTTOM FLUTE

HILTI KBTZ "D" ANCHOR

WITH "E" EMBEDMENT

(2 REQ'D)

EQUIVALENT ANCHOR MAY BE USED

ANCHOR TO BOTTOM FLUTE

HILTI KBTZ "D" ANCHOR

WITH "E" EMBEDMENT

(2 REQ'D)

EQUIVALENT ANCHOR

MAY BE USED

45° +/- 15°

ALL-DIRECTIONAL SEISMIC CABLE BRACE FOR RECTANGULAR/OVAL DUCT

1/4" [6mm]SCB(H)-3

SCB-4+T4

T3 +

4L4

4L3

3/8" [10mm]

+T0 4L0 SCBH-0 3/32" [2.4mm]

SCB(H)-2

SCB(H)-1

T2

T1

4L2

4L1

3/16" [5mm]

1/8" [3mm]

SCB(H)

SIZE

RESTRAINT

TYPE

CABLE

SIZE

"C"

ANCHOR

EMBEDMENT

"E"

ANCHOR

DIAMETER

"D"

DUCT

"C"

AIRCRAFT

CABLE

BY MASON

SCBH OPTIONAL

ATTACHMENT

DETAIL

No. 10 SELF-TAPPING

SHEET METAL SCREWS

MAXIMUM 12" [305mm] O.C.

TRAPEZE

4" [102mm]5/8" [16mm]

1/2" [13mm]

3"1/4 [95mm]3/8" [10mm]

3"1/4 [95mm]

1/4" [6mm]SCB(H)-3

SCB-4+T4

T3 +

4L4

4L3

3/8" [10mm]

+T0 4L0 SCBH-0 3/32" [2.4mm]

SCB(H)-2

SCB(H)-1

T2

T1

4L2

4L1

3/16" [5mm]

1/8" [3mm]

SCB(H)

SIZE

RESTRAINT

TYPE

CABLE

SIZE

"C"

3/8" [10mm]

1/2" [13mm]

5/8" [16mm]

ANCHOR

EMBEDMENT

"E"

ANCHOR

DIAMETER

"D"

PIPE CLAMP OR

U-BOLT BY OTHERS

"C" AIRCRAFT CABLE BY

MASON

ALL-DIRECTIONAL SEISMIC CABLE BRACE FOR TRAPEZE SUPPORTED PIPE

SCBH ONLY SHOWN IN TRANSVERSE DIRECTION

FORCLARITY. ADDITIONAL SCBH's ARE REQUIRED AS SHOWN

INPLAN VIEW BELOW.

TRAPEZE SUPPORT

BY OTHERS

THREADED ROD

BY OTHERS

45° +/- 15°

MASON SCB -SEISMIC CABLE BRACE (2 REQ'D.)

RESTRAINT TYPE T0 -SCBH0

FOR PIPES <4" BRACED @ 20'-0" O.C.

FOR PIPES <6" BRACED @ 10'-0" O.C.

RESTRAINT TYPE T1 - SCB/H-1

FOR PIPES <12" BRACED @ 5'-0" O.C.

RESTRAINT TYPE T2 - SCB/H-2

FOR PIPES <18" BRACED @ 3'-0" O.C.

MASON SCB -SEISMIC CABLE BRACE (2 REQ'D.)

RESTRAINT TYPE T1 -SCB/H1

FOR PIPES <8" BRACED @ 10'-0" O.C.

FOR PIPES <12" BRACED @ 5'-0" O.C.

RESTRAINT TYPE T2 - SCB/H-2

FOR PIPES <16" BRACED @ 5'-0" O.C.

MASON SCB -SEISMIC CABLE BRACE (2 REQ'D.)

RESTRAINT TYPE T1 - SCB/H-1

FOR DUCTS <24"X24" BRACED @ 20'-0" O.C.

RESTRAINT TYPE T2 -SCB/H-2

FOR DUCTS <40X20" BRACED @ 20'-0" O.C.

MASON SCB -SEISMIC CABLE BRACE (2 REQ'D.)

RESTRAINT TYPE T1 -SCB/H2+4L2

FOR PIPES <5" BRACED @ 20'-0" O.C.

FOR PIPES <8" BRACED @ 10'-0" O.C.

FOR PIPES <12" BRACED @ 5'-0" O.C.

RESTRAINT TYPE T2 - SCB/H-3 +4L3

FOR PIPES <16" BRACED @ 5'-0" O.C.

4" [102mm]

3"1/4 [95mm]

3"1/4 [95mm]

HILTI KBTZ "D" ANCHOR

WITH "E" EMBEDMENT

(2 REQ'D)

EQUIVALENT ANCHOR

MAY BE USED

(E) DECK

ANCHOR TO DECK

BOTTOM FLUTE

MASON SCB -SEISMIC CABLE BRACE (2 REQ'D.)

RESTRAINT TYPE T1 - SCB/H-1

FOR DUCTS <24"X24" BRACED @ 20'-0" O.C.

RESTRAINT TYPE T2 -SCB/H-2

FOR DUCTS <40X20" BRACED @ 20'-0" O.C.

HILTI KBTZ "D" ANCHOR

WITH "E" EMBEDMENT

(2 REQ'D)

EQUIVALENT ANCHOR

MAY BE USED

ANCHOR TO BOTTOM

FLUTE

MATCH SCB RESTRAINT TYPE

@ ANCHORAGE TO STRUCTURE

(2 REQ'D)

MATCH SCB RESTRAINT TYPE

@ ANCHORAGE TO STRUCTURE

(2 REQ'D)

MATCH SCB RESTRAINT TYPE

@ ANCHORAGE TO STRUCTURE

(2 REQ'D)

MATCH SCB RESTRAINT TYPE

@ ANCHORAGE TO STRUCTURE

(2 REQ'D)

(E) DECK

ANCHOR TO DECK

BOTTOM FLUTE

(E) DECK

ANCHOR TO DECK

BOTTOM FLUTE

(E) DECK

ANCHOR TO DECK

BOTTOM FLUTE

(E) DECK

ANCHOR TO DECK

BOTTOM FLUTE

USE FOR DUCT & PIPE ATTACHMENTS

THREADED ROD

STANDARD SIZE

SEE SCB/H SHDL

SUPPORT L3x3x 1

4 MIN

CLEARANCE

PL

3 8/ "

X7 X

0' -3

4" O

.C

. PL38/ "X7 X0'-3" @ 24" O.C.

(1 ) P

L3 8/ "

X7 X

0' -3

EF

F

EM

BE

D

CLEARANCE

18/ "

L5X3X14/

BEAING ANGLE

HSS5X2X14/ HEADER BEAM

HSS4X4X14/

COLUMN

58/ " Ø THRU BOLT A307212/ "

PL38/ "X5" X 0'-5" SHEAR_PLATE

EA SIDE OF HEADER

14/

ANGLE TO HSS

3 SIDES TYP 1G

14/

SHEAR_PLATE TO POST TYP

14/

SHEAR_PLATE TO ANGLE TYP

(14/ ) (14/ )

ANGLE TO POST TYP

5"

14/ "

1" 114/ "

SG-502MEP CONNECTION DETAILS

/2

4/

:3 2:

pm

SG-502

(E) SLAB -ON-GRADE

(E) BEAM

W21X147

CONNECTED TO PARTTION

WELDED TO BTM OF HSS

(E) COLUMN

W14X311

(E) BEAM

W18X71

(E) BEAM

W18X60

(E) BRACE

TS12X12X34/

HSS5X2X14/

HEADER

H

SS

4X 4X

1 4/

H

SS

4X 4X

1 4/

1B

1C

1D

1F

3 8/ "

8' -4

5' -5

7 8/ "

PL38/ "X7 X0'-3" @ 24" O.C.

C O

N N

EC

TE

D T

O P

AR

TT

IO

N

W

EL

D

ED

T O

B

TM

O F

H

SS

CONNECTED TO PARTTION

WELDED TO BTM OF HSS

C O

N N

EC

TE

D T

O P

AR

TT

IO

N

W

EL

D

ED

T O

B

TM

O F

H

SS

SE

E

AR

C

H F

O R

L

EN

G

TH

(E) COLUMN

W14X311

SEE ARCH

HSS4X4X14/

COLUMN

1' -1

2/ "

HSS4X4X14/

COLUMN

H

SS

5X 2X

1 4/ H

EA

D

ER

PL38/ "X7" X 0'-3"

@ 24" O.C. TYP

SEE DTL 4B/-

1G 1G

HSS5X2X14/

HEADER

1G

1H

412/ "

HSS5X2X14/

HEADER BEAM

PL38/ "X7" X 0'-3"

@ 24" O.C. TYP

SEE 4/- ELEVATION

#17 TRACK SYSTEM BRACKET MOUNT

SEE ACOUSTI-SEAL 900 SERIES TECHNICAL DATA

38/ " Ø THREADED RODS BY OTHERS

(14/ ) (14/ )

TYP

114/ "

114/ " 114/ "

58/ " Ø THRU BOLT A307

3" VERTICAL SLOT

@ CONNECTING ANGLE

14/ 14/

ANGLE TO WF TYP

L8X6X916/ LLH

14/ 14/

ANGLE TO WF TYP

PL38/ "X4" CAP PLATE

HSS4X4X14/

(E) BEAM

W18X60

(E) BEAM

W8X18

CAP PLATE TO HSS

TYP

3"

2"

2"

PL12/ "X12" X 0'-8"

BASE PLATE

HSS4X4X14/

1E

14/

TYP

(4) 12/ " Ø HILTI KBTZ

2" EFF EMBED

ESR-1917

2" 4"

2"8"

HSS4X4X14/

(E) SLAB-ON-GRADE

(4) 12/ " Ø HILTI KBTZ

2" EFF EMBED

ESR-1917

PL12/ "X12" X 0'-8"

BASE PLATE

6"2"

14/

ANGLE TO HSS

3 SIDES TYP

( 4 ) 58/ " Ø THRU BOLT A307

HSS4X4X14/

COLUMN

L5X3X14/

BEAING ANGLE

PL38/ "X5" X 0'-5"

SHEAR_PLATE

PL38/ "X5" X 0'-5"

SHEAR_PLATE

(14/ ) (14/ )

ANGLE TO POST TYP

14/

SHEAR_PLATE TO ANGLE TYP

4/ "

2/ "

4/ " 18/ "

HSS5X2X14/ HEADER

PL38/ "X3 12/ " X 0'-7"

BEARING PLATE

2/ "

( 4 ) 58/ " Ø THRU BOLT A307

HSS5X2X14/ HEADER

1J

PL38/ "X5" X 0'-5"

SHEAR_PLATE

PL38/ "X5" X 0'-5"

SHEAR_PLATE

14/

SHEAR_PLATE TO

BEARING PLATE TYP

4/ "

4/ "

118/ "

4/ "

HSS5X2X14/ HEADER

HSS5X2X14/ HEADER

( 4 ) 58/ " Ø THRU BOLT A307

(14/ ) (14/ )

BEARING PLATE TO POST TYP21

2/ "

4/ "

18/ "

114/ " 212/ "

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING HEPA

FILTRATION UNITS. SEE INFECTION CONTROL NOTES PER SPECIFICATIONS.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK OR

ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED

OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO ROOMS OUTSIDE OF SCOPE

WITH OWNER

9. REMOVE EXISTING ROOM SIGNAGE, PATCH AND REPAIR AS NECESSARY

GENERAL DEMOLITION NOTES

16 15 14 13

12 11

B

C

D

E

F

A

EXIST TEL

EB-TC2

EXIST ELEC

EB-EC2

EXIST STAFF LOUNGE

EB-358

EXIST HAC

EB-336

EXIST CARTLIFT

MACH RM

C-2.0

E X

IS

T

IN

G

S P

S A

S S

IS

T

A N

T C

H

IE

F

E B

-3

68EXIST STERILE SPS

CHIEF

EB-370

CLERICAL

WORKSTATION

EB-360

EXIST TEAM ROOM

EB-362

EXIST REFR WASTE

EB-410

EXIST NON FLAM GAS

EB-420

E X

IS

T

F

LA

M G

A S

E B

-4

EXIST HAZARDOUS

STORAGE

EB-440

EXIST EMPTY BARREL

HOLD

EB-450A

EXIST DISPATCH

EB-356B

EXIST CART LIFT 2

F1-269

E X

IS

T

C A

R T

L

IF

T

F 1-

EXISTING CORRIDOR

EB-C04

EXISTING CORRIDOR

EB-C03

EXISTING DOCK AREA

EXIST CONTAM

BARREL HOLD

EB-450

EXIST BIOMED ENGG

SUPPLY RM

EB-460

STAIRWAY

F1-257

AUTOMATED CART

WASHER

EB-338

DISPATCH

EB-356

EXIST MALE LOCKER

EB332

EXIST FEMALE LOCKER

EB330

EXIST ENDOSCOPE

REPROCESSING

EB318

EXIST PATIENT DONATIONS

FB130

EXIST SCRUBS AND UNIFORMS

FB140

EXIST LNG

FB120

EXIST MALE LOCKER

FB110

EXIST MALE TOILET

FB110A

EXIST FEMALE TOILET

FB100A

EXIST FEMALE LOCKER

FB100

EXIST S RCVG/DECONTAM

EB320

EXIST PREP ASSM STER

EB312

EXIST STER/NON STER STORAGE

EB300

EXIST. STER/NON STER STORAGE

EB300

2.07

2.07

2.06

2.06 2.06

2.06

2.06

2.

2.

2.

2.

2.06

2.06

2.

2.

2.07

2.07

2.02

2.02

2.02

2.02

2.08

2.02

2.02

2.07

2.07

2.072.07

2.072.07

BREAKOUT/BULK

STORAGE

EB-350

EXIST TELE CLOSET

EXIST HAC

EB-300A

3' -1

0"

2.02

2.

2.06

2.02

2.02

2.06

2.02

2.06

2.

2.

2.02

2.02

2.022.02

2.06

2.02

2.022.022.02

2.022.02

2.06

2.08

2.022.02

4" 3'-0"

2.02

2.02

2.02

2.022.02

2.02

2.02

2.02

2.05

2.05

2.022.022.02

2.032.032.032.032.032.03 2.28

2.032.03

2.02

2.03

2.28

2.032.032.032.032.032.03

2.032.032.032.03

2.03

2.022.02

2.032.032.032.032.03

2.02

2.05

2.022.022.02

2.05

2.052.052.05

2.02

2.052.05

2.02

2.02

2.02

2.022.02

2.06 2.062.06

2.022.022.022.02

2.02

2.02

2.02

2.052.052.05

2.05

2.05

2.05

2.05

2.05

2.05

2.052.052.052.05

2.052.05

2.05

2.052.052.052.05

2.05

2.052.052.05

2.05

2.052.05

2.052.05

2.052.05

2.052.052.05

2.052.052.052.052.052.052.052.052.052.05

2.05

2.05

2.05

2.052.052.052.052.05

2.052.052.052.05

2.052.05

2.02

9'-6 3/4" 7'-6 1/2" 6'-8 1/2" 11'-4 3/4"

2.37

2.02

EXISTING DOCK AREA

2.40

2.41

13.10

2.42

3' -0

3'-0"

3'- 0"

ANTEROOM

13.13 13.12

13.11

13.10

13.14

13.14

13.12

2.02

2.01

2.052.05

3'-10" 2 1/2"

2.02

2.02

2.02

2.02

AD-100

TYP

2.43

2.43

2.44 2.44 2.442.44

2.442.44

2.01

2.05

13.16

DEMOLITION PLAN LEGEND

EXISTING WALL CONSTRUCTION TO BE DEMOLISHED

IN ITS ENTIRETY

EXISTING DOOR AND FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

AREA OF NO WORK

EXISTING WALL TO REMAIN

EXISTING WINDOW AND FRAME TO BE DEMOLISHED

IN THEIR ENTIRETY

AREA OF DEMOLITION / RENOVATION

REMOVE EXISTING TILE, THICK-SET MORTAR BED, AND

ISOLATION BARRIER IN LOCATIONS MARKED.

PREP EXISTING STRUCTURAL SLAB FOR NEW TOPPING

SLAB, SEE DETAIL 2/AD-100 & STRUCTURAL

TEMPORARY 1-HOUR FIRE RATED CONSTRUCTION WALL, REF.

DETAIL 3/AD-100, PROVIDE CONTINUOUS BARRIER FROM FLOOR

TO CEILING & THROUGH INTERSTITIAL SPACE - SEAL ALL GAPS

PLASTIC SHEET ANTEROOM BARRIER - SEAL ALL GAPS

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

REMOVE EXISTING TILE, MORTAR BED,

WIRE MESH AND ISOLATION MEMBRANE

REMOVE EXISTING EDGE TRIM

PREP STRUCTURAL SLAB FOR NEW

TOPPING SLAB, SEE STRUCTURAL

BASE

PLAN

WALL FINISH: PT1

(CORRIDOR SIDE ONLY)

4 7/8"

5/8"TYPE X 3 5/8" 5/8"TYPE X

1 LAYER 5/8" "TYPE X"

GYPSUM BOARD EACH SIDE

FINISH FLOOR

3 5/8" METAL STUD

BATT INSULATION

FIRE RATED SEALANT

AROUND PERIMETER

U TRACK - (FASTENED 24" O.C. MAX.)

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

FIRE RATED SEALANT AROUND PERIMETER

DIM DIM

DEFLECTION TRACK (FASTENED 24" O.C. MAX.)

BASE - RB1 (CORRIDOR SIDE ONLY)

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:1

A

M

AD-100

BASEMENT DEMOLITION FLOOR PLAN

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/8" = 1'-0"

BASEMENT DEMOLITION FLOOR PLAN1

KEYNOTE LEGEND

2.01 EXISTING TO REMAIN

2.02 REMOVE EXISTING WALL CONSTRUCTION TO EXTENT INDICATED.

2.03 REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED PLUMBING. REFERENCE PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

2.05 REMOVE EXISTING EQUIPMENT AND SALVAGE FOR REINSTALLATION. SALVAGED EQUIPMENT TO BE

RETURNED TO VA.

2.06 REMOVE AND RETAIN EXISTING DOOR AND FRAME. SALVAGED DOOR AND FRAME TO BE RETURNED TO VA.

2.07 REMOVE ALL ITEMS WITHIN SPACE INDICATED: INCLUDING BUT NOT LIMITED TO : FLOOR FINISH, CEILING SYSTEM, WALL MOUNTED APPURTENANCES, CASEWORK, PLUMBING FIXTURES AND ACCESSORIES. REF

MEP DEMO SHEETS FOR FURTHER INFORMATION.

2.08 REMOVE EXISTING WINDOW

2.28 REMOVE EXISTING BATHROOM PARTITION IN ITS ENTIRETY

2.37 EXISTING MILLWORK TO REMAIN

2.40 REMOVE AND RELOCATE EXISTING MEDGAS CONTROL VALVE, REF. MEP DEMO SHEETS

2.41 LOCATION OF CONSTRUCTION DUMPSTER

2.42 REMOVE EXISTING FIRE EXTINGUISHER AND CABINET. SALVAGE FOR REINSTALLATION

2.43 EXISTING FLOOR DRAIN TO REMAIN

2.44 REMOVE EXISTING FLOOR DRAIN, SEE PLUMBING DEMO PLAN

13.10 1-HOUR RATED TEMPORARY CONSTRUCTION WALL

13.11 SEAL DOORS WITH TAPE

13.12 PROVIDE 1-HOUR RATED TEMPORARY WALL FROM FLOOR TO CEILING AND AT INTERSITIAL SPACE FROM

CEILING TO UNDERSIDE OF ROOF DECK. SEAL ALL GAPS AND PENETRATIONS

13.13 WALK-OFF MATS AT WORK AREA ACCESS AND ANTEROOM ACCESS, MAT TO BE 6" WIDER THAN DOOR, TYP.

13.14 TEMPORARY SIGNAGE INDICATING EMERGENCY EXIT ONLY

13.16 TEMPORARY SIGNAGE: AUTHORIZED CONSTRUCTION PERSONNEL ONLY

1 1/2" = 1'-0"

EXISTING TILE DEMO2

1 1/2" = 1'-0"

1-HR RATED TEMP CONST BARRIER3

16 15 14 13 12 11

B

C

D

E

F

A

EXIST TEL

EB-TC2

EXIST ELEC

EB-EC2

E X

IS

T

S T

A F

F L

O U

N G

E

E B

-3

E X

IS

T

H A

C

E B

-3

EXIST CARTLIFT

MACH RM

C-2.0

EXISTING SPS

ASSISTANT CHIEF

EB-368

EXIST STERILE SPS

CHIEF

EB-370

CLERICAL

WORKSTATION

EB-360

EXIST TEAM ROOM

EB-362

EXIST REFR WASTE

EB-410

EXIST NON FLAM GAS

EB-420

EXIST FLAM GAS

EB-430

EXIST HAZARDOUS

STORAGE

EB-440

EXIST EMPTY BARREL

HOLD

EB-450A

EXIST BIOMED ENGG

SUPPLY RM

EB-460

EXIST DISPATCH

EB-356B

E X

IS

T

C A

R T

L

IF

T

F 1-

EXISTING CORRIDOR

EB-C04

EXISTING CORRIDOR

EB-C03

EXIST CONTAM

BARREL HOLD

EB-450

STAIRWAY

F1-257

2.31

2.31

2.31

2.31

2.05

2.31

2.31

2.31

2.31

2.312.31

2.31

2.31

2.31

2.31

2.31

EXIST MALE LOCKER

EB332

EXIST FEMALE LOCKER

EB330

EXIST ENDOSCOPE

REPROCESSING

EB318

EXIST PATIENT DONATIONS

FB130

EXIST SCRUBS AND UNIFORMS

FB140

EXIST LNG

FB120

EXIST MALE LOCKER

FB110

EXIST MALE TOILET

FB110A

EXIST FEMALE TOILET

FB100A

EXIST FEMALE LOCKER

FB100

EXIST S RCVG/DECONTAM

EB320

EXIST PREP ASSM STER

EB312

EXIST STER/NON STER STORAGE

EB300

EQUIPMENT

EB300B

BREAKOUT/BULK

STORAGE

EB-350

2.31

2.09

2.09

2.09

2.09

2.10

2.10

2.11

2.10

2.16

2.16 2.16

2.06

2.12

2.17 2.17

2.15

2.17

2.17

2.

2.14

2.14

2.20

2.20

2.20

2.20

2.20

2.09

2.16

2.05

2.14

2.31

2.31

RECEIVING STORAGE AND

DISPATCH AREA

EB-356

2.18

2.16

2.30

2.18

2.10

2.25

2.10 2.30

2.16 2.31

2.10

2.19

2.16

2.10

2.16

2.30

2.31

2.30

2.102.18

2.18

2.10

2.16

2.31

2.10

2.16 2.18

2.182.30

2.18

2.14

2.312.31

2.11

2.18

2.15 2.16

2.14

2.31

2.12

2.312.31

2.30

2.18

2.18

2.16 2.31

2.18

2.11

2.12

2.16

2.17

2.14

2.10

2.10

2.31

2.12

2.16

2.14

2.11

2.31

2.10

2.10 2.10

2.31

2.10

2.09

2.16

2.31

2.

2.

2.

2.10

2.16

2.30

2.31

2.10

2.30

2.16

2.10

2.16

2.09

2.10

2.16

2.31

2.10

2.09

2.16

2.18

2.10

2.18

2.30

2.13

2.13

2.13

2.13

2.18 2.16

2.18

2.16

2.

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING HEPA

FILTRATION UNITS. SEE INFECTION CONTROL NOTES PER SPECIFICATIONS.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK OR

ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED

OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO ROOMS OUTSIDE OF SCOPE

WITH OWNER

9. REMOVE EXISTING ROOM SIGNAGE, PATCH AND REPAIR AS NECESSARY

GENERAL DEMOLITION NOTES

EXISTING CONSTRUCTION TO BE DEMOLISHED

AREA OF NO WORK

EXISTING WALLS TO REMAIN

DEMOLITION CEILING PLAN SYMBOLS LEGEND

GYPSUM BOARD CEILINGS TO BE DEMOLISHED

2X4 ACOUSTICAL CEILING TILE TO BE DEMOLISHED

NOTE: REFER TO DEMOLITION FLOOR PLAN FOR DEMO OF WALLS, WINDOWS, AND DOORS.

2X4 LIGHT FIXTURE TO BE DEMOLISHED

1X4 LIGHT FIXTURE TO BE DEMOLISHED

2X2 LIGHT FIXTURE TO BE DEMOLISHED

2X2 SUPPLY TERMINAL TO BE DEMOLISHED

2X2 RETURN TERMINAL TO BE DEMOLISHED

6" CAN LIGHT FIXTURE TO BE DEMOLISHED

FIRE SPRINKLER HEAD

EMERGENCY EXIT LIGHT FIXTURE TO BE DEMOLISHED

SUSPENDED LIGHT FIXTURE TO BE DEMOLISHED

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:1

A

M

AD-101

BASEMENT DEMOLITION RELECTED

CEILING PLAN

ZDL

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/8" = 1'-0"

BASEMENT DEMOLITION REFLECTED CEILING PLAN1

KEYNOTE LEGEND

2.05 REMOVE EXISTING EQUIPMENT AND SALVAGE FOR REINSTALLATION. SALVAGED EQUIPMENT TO BE

RETUR…