SOW Attachment B - Building 42 structural plans.pdf

VA FORM 08-6231

2 3 4 5 6 7

2 3 4 5 6

D

C

B

A

E o n e q u a r t e r i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t t h r e e i n c h e s o n e f o o t o n e e i g h t h i n c h o n e f o o t

#42

Durham, North Carolina

Scale

558-321

03/30/2016

VA Durham Specialty Care Building 42

Revisions Date

SB101

Raleigh, NC Indianapolis, IN Philadelphia, PA Pittsburgh, PA Virginia Beach, VA Fort Collins, CO

(919) 858-7420

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

RENOVATION

EXISTING

NEW

ALONG GRIDLINE G

E1

SB101

SECTION

ALONG GRIDLINE G

E2

SB101

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

SECTION

AT EXISTING MRI BLDG

E3

SB101

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

SECTION

FOUNDATION WALL

E4

SB101

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

SECTION

FOUNDATION WALL

E5

SB101

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

SECTION

FOUNDATION WALL

E5

SB101

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

SECTION

FOUNDATION

C6

SB101

SCALE: 1/8" = 1'-0"

PLAN

CAISSONSA1

SB101

NO SCALE

SCHEDULE

VHADURCazalL Rectangle

VHADURCazalL Group This area is superseded by ASI #002 dated 2020.01.24.

See Sheets S-701, S-702, S-703, S801, S-802, S-803 & S-804 for LINAC VAULT

VHADURCazalL Line

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OW

w

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Revisions

SAME AS

6/SB101

CAISSONS

MARK DIA. CAP CAP CAISSON TOP NOTES

(IN.) SIZE DEPTH TO CAP ELEV.

CD DOWELS

@D 42 50x50 32 10#7 -2'-0" ® (CA2) 42 50x50 32 10#7 -2'-0" ® (CA3) 36 44x44 32 8#6 SEE ELEVATION (CA4) 36 44x44 32 8#6 A3/S502

(CA5) 48 56x56 32 12#7 -2'-o"

(CA6) 42 50x50 32 10#7 -2'-0"

(CA7) 48 56x56 32 12#7 -2'-o"

(CAB) 54 62x62 34 14#7 -2'-o"

(CA9) 48 56x56 32 12#7 -2'-0"

(CA10) 36 44x44 32 14#6 +1'-4"

(CA11 ) 42 50x62 32 10#7 -1'-o"

(CA12) 60 68x68 34 12#7 -1'-0" ®

(CA13) 54 62x62 34 12#7 -1'-o" ®

(CA14) 42 50x50 32 10#7 -2'-0"

(CA15) 48 28 28 14#7 -6'-8" ©

(CA16) 42 50x62 32 14#7 -1'-o" ®

( CA17) 36 X 16 8#7 -2'-o" ©

(CA18) 54

\ I 16 14#6 -1'-o"

(CA19) 54 \ I 16 14#6 -1'-o"

(CA20) 48 \ I 16 12#6 -1'-Q"

( CA21) 60 16 14#6 -1'-Q",

(CA22) 48 I \ 16 12#6 -1'-Q"

(CA23) 42 I I 16 12#6 -1'-Q"

(CA24) 36 28 32 12#7 -6'-8" ©

(CA25) 36 44x44 32 12#7 -1'-o" ®

(CA26) 36 X 16 12#6 -1'-Q" (J)

(CA27) 42 50x50 32 10#7 -3'-2" ®

NOTES: (D TOP ELEVATION IS RELATIVE TO THE FINISH LEVEL O FLOOR.

@ CAP POURED WITH GRADE BEAM OR WALL FOOTING.

@ SET PEDESTAL DOWELS IN CAP AND SHAFT.

I • 1 , /b

_I-�--0--------, I • 0

I io

0-------

0-b I

·ro

<O I

"'N

• 0 I

N

-4'-o"-------

-3'-4"-------

-2'-8"-------

E2/ S8102

0-----------I-IS•-�-

B 24'-8"

1'-4"

I -4'-8"

I 7'-o·

-4'-o"

J

G') MONOLITHIC CAP FOR ELEVATORS AND SHEARWALLS.

@ SEE S601 FOR REINF AT CANOPY COLUMN BASE.

@ POUR CAP CONCURRENTLY WITH LINAC CAISSONS.

(j) WALL FTG SERVES AS CAP.

-------'�--"7-------

E2/SB102

GRADE VARIES

1'-0"

10"

#5@10 EA WAY r-it-'---.11

4" SLAB

''''''' 'L7 ________________________ 1 _ _J I ----- I l --<_,

- --.... ,J ........ __ ------

5'-2"

I

'io

• 0 I -

I . -

ALONG GRIDLINE G

NOTES:

1. POUR WALL FTG WITH CAISSON CAP.

6#6 CONT TOP

& BOT. EXTEND

THRU CAP

#4 CLOSED

TIES @ 8"

O.C. TYP

_,er�.,,,.,� #5@10

1 o"

#5@10 LAP

BARS 5'-4"

4" SLAB KEY-�

r

GRADE VARIES

7 II:c:II II-

,,- WATERPROOFING

1'-0" �� - __j#57 STONE l_l:l_ACKFILL

• 0 I . -

1 . -

FND

DRAIN

I 3'-o"

I I BEND

Ll _____ A----------1 ��OND- - - __::) I� 5'-2"

+I

4" SLAB-ON

GRADE OVER

STONE BASE

SEE SHEET

S502 FOR

WALL REINF.

UNDERPIN

EXISTING

WALL FTG

NOTES:

t---FACE FO BRICK

1'-0" 1'-5"± t--�-bl---c---t---t. COL 1 "

GROUND

LEVEL

ro

EXISTING WALL

BRICK TO REMAIN

1" SPACE

#4 U-BARS@10

t:::::t-flr- 3#8 CONT

NOTE 1

AT EXISTING MRI BLDG

I . -

1. CUT OFF EXISTING FTG USING CONCRETE SAWING

EQUIPMENT TO PRODUCE A STRAIGHT VERTICAL

SURFACE AT THE DIMENSION SHOWN.

5 6 7

E.5 30'-o" 15'-8" 12'-o" 16'-6" 12'-o" 15'-o" 8'-2" 21'-o"

<O >-"w "' 3 !s!

:0 g I w"' "-s

11'-10" 9'-6" I E2/SB102

9- (CA17)

' I

• ro

I j '

I

I

I f---+---�'--------<f------�,\ ,� / I

BEAR WALL FTG

► ► � J 'ffln--L -- -----: -:-- ---c=--a1

ON STAIR FND

E4/SB101 E5/SB101 �!oo· T

B'

Q", 16�00·

7 � I

SEE 13/S201

FOR SLAB

ABOVE

-5"-4" -6"-o" -6"-8"

I

I"' I'

I ' I

������r:- -rl\ !

I I

3" CLEAR

-6'-8" ' 2'-11'- 1 I

' I 03/S8102

◄ (CA10) !

I --�--- --@ ! �!67] I I I

D3/SB102

I f--

-1-----0, �!67] i -8'-Q"

I

I"'

II EXISTING

I

I I I I

I

1--- - -'--

0 J. " 8.00'

1 - ' --it-'!H-

1 '-2"

00"' I

NOTES: 1. � THUS DENOTES ELEVATION TOP OF EXISTING FOOllNGS OR

BOTTOM OF EXISTING CAISSONS. FIELD VERIFY ELEVATIONS OF

EXISTING FOOTINGS AS REQ'D.

N r

-5' 4"

OCJ

I

0n

2. ? No THUS DENOTES ELEVATION TOP OF NEW FOOTINGS AND GRADE BEAMS .

3. (Qjf) DENOTES CAISSON NOTATION. SEE SCHEDULE SHEET SB101.

4. / No

I No?

REMOVE AND

REMOVE AND

REPLACE EXISTING

SLAB AS REQ'D TO

INSTALL FOUNDATION

4"----;, � 1·� '-3"'...:.j , r -1'-o" \-REPLACE EXISTI NG

TO

ATION

2" CLEAR ---I+---

LAP DOWELS

• ro

I . -

5'-4"

BEAR FTG ON

STAIR PIER CAP

W/ 5#4 DOWELS

1'-3"

I.

1'-0"

BACKFILL W/ #57 STONE

REINF CONT FROM 5/S401

2x4 KEY

,;....,,,,,,,- FN D DRAIN

V #5@10

#6@10 DOWELS

5'-4" .I

FOUNDATION WALL

6#5 CONT

TOP & BOT

PULLB

5ff"

SEE 8/SB102 • •

-r-

4 t 4 " II'

T-I-+

I .

SECTION

SLAB AS REQ'D ' INSTALL FOUND

' BACKFILL W/ #57 STONE

I\ REINF CONT FROM 5/S401

V

V 2x4 KEY

Vif FND DRAIN'

#4@8 TIES

JI

r: -

- #6@1 0 DOWELS "'-7#6 CONT

TOP & BOT - -6 10 .I

KEY PLAN

□ EXISTING

t2J RENOVATION

□ NEW

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

FULLY SPRINKLERED

l 00% CONSTRUCTION DOCUMENTS

CONSULTANTS: PROJECT MANAGER:

Project Number

13-290 Scale

Varies Drawing TITie Project Tille

FOUNDATION PLAN

Project Number 558-321 Office of

Construction and Facilities Management

Date

A rpadesign 5960 Fairview Road, Surre 500 Charlotte, NC 28210 704-887-3500

Co�:l�::!.�;:!��:es� Ci) 111 West Main Street Durham, NC 27701 919-628-0368 rnm GARDNER & McDAN IEL PA

CONSULTING ENGINEERS

P. 0. Box51967 Durham, NC 27717 919-489-0926

3516 Bush Street, Suite 200 Raleigh, NC 27609 919-871-1070

I\

APOGEE

Consulting Group www.acg-pa.com

Raleigh, NC Indianapolis, IN Philadelphia, PA Pittsburgh, PA Virginia Beach, VA Fort Collins, CO

(919) 858-7420

Approved: Project Director

VA Durham Specialty Care Building 42

Building Number

#42 I Location I Drawing Number Durham, North Carolina

�Da =re

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DwgS.2BolfQ121 03/30/2016 SKE

[i))®[pl@U'llllill@llil� @ii W®il®mm ffilllil@!m

A

B

C

D

E

VHADURCazalL Line

VHADURCazalL Rectangle

VHADURCazalL Text Box

SUPERSEDED

VHADURCazalL Text Box

SUPERSEDED

by ASI #001 2020.01.24

VHADURCazalL Text Box

SUPERSEDED

Rectangle

VHADURCazalL Text Box See Sheets S-701, S-702, S-703, S801, S-802,, S-803 & S-804 (ASI #002 - 2020.01.24) for LINAC VAULT

Line

This area is superseded by ASI #002 dated 2020.01.24. See Sheets S-701, S-702, S-703, S801, S-802, S-803 & S-804 for LINAC VAULT

VHADURCazalL Polygon

Polygon

This area is superseded by ASI #002 dated 2020.01.24. See Sheets S-701, S-702, S-703, S801, S-802, S-803 & S-804 for LINAC VAULT

VHADURCazalL Text Box This area is superseded by ASI #002 dated 2020.01.24. See Sheets S-701, S-702, S-703, S801, S-802, S-803 & S-804 for LINAC VAULT

VHADURCazalL Polygon

VHADURCazalL

This area is superseded by ASI #002 dated 2020.01.24. See Sheets S-701, S-702, S-703, S801, S-802, S-803 & S-804 for LINAC VAULT

SUPERSEDED

VHADURCazalL Text Box

SUPERSEDED

VHADURCazalL Text Box

SUPERSEDED

by ASI #002 2020.03.08