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= 4" PERFORATED PIPING
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= PLENUM BOX (SEE DRAWING 24)
= 4" PIPING WITH PIPE SLEEVE THROUGH INTERIOR WALL (SEE DRAWING 11)
= 4" PIPING WITH PIPE SLEEVE THROUGH PERIMETER WALL (SEE DRAWING 9)
= 4" PIPING WITH 45-DEGREE BENDS TO MAKE TRANSITION IN SLAB GRADE AND PIPE SLEEVE
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• i BUILDING 1 BASEMENT FOUNDATION PLAN - AREA C
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NOTES:
- MCADAMS HAS EDITED THE EXISTING DRAWING TO INCLUDE THE CONCEPTUAL
VIMS DESIGN AND SPECIFICATION DOCUMENT. THE LOCATION OF THE VIMS IS
APPROXIMATE AND WILL BE FIELD VERIFIED.
- THE EXISITNG DRAWING WAS EXTRACTED FROM THE JDAVIS AUGUST 11, 2017
PERMIT SET (SHEET S1.00C)
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A n ^ �^, n 42-INCH DROPDOWN OF
M M M ^ SLAB GRADE IN THIS AREA.
W 00 1-1 M
N V N M 42-INCH DROPDOWN OF
-
V V N V N M
5 6 1 v N .........._5........... M o SLAB GRADE IN THIS AREA o A
S3,11 r, u., Ln
0
S3.17 <287.33> 53.11 <291.33> <291.33> V v
<289.33>
4" SOLID PIPING THROUGH INTERIOR s3.10 2
WALL WITH 45-DEGREE BENDS TO MAKE
42-INCH TRANSITION IN SLAB GRADE _ ____ <295,00> 4" SOLID PIPING THROUGH INTERIOR WALL
- - (SEE DWG 22) I r �, WITH 45-DEGREE BENDS TO MAKE 42-INCH
- I - - TRANSITION IN SLAB GRADE
J 5 -- _ _ (SEE DWG 22)
...................... L_ L_ L_ F _
- � S315 I
o r-� r--- -------- <-� -- L-1
I^ 4" SOLID PIPE WITH PIPE
M L - - - - - - J 293.33 III- -
I- - - <287.33> <289.33> 291.33> M I I <297.00> SLEEVE NTERIOR WALL
a, I <293.33> I <293.33> 31_01
� L � -III-III -III-I 3'-0" I I -III- I (SEE DWG 11)
THE SLAB ON GRADE HAS 12 THICK I IIII III _ _ III =111 III
TURNDOWNS IN THIS AREA WHERE -\ A2 _ I 1 '�-I 1I 1-11-1 1-I B 1
t 4
INDICATED IN ORANGE. THESE ARE CAST I - - 4'-6% I n
1 I I-III-1 III1 I I=1 I I- � I I I I _ I I
U 114 J U 1 =1 - M U 11 U 1
MONOLITHICALLY WITH THE SLAB ON GRADE. I I - P M I M I 1_
WE RECOMMEND RUNNING THE PIPE BELOW I IIIIII-III -III IIII �� I N -III- - I -III - - III -III- = 7
THE TURNDOWN TO AVOID PENETRATING I -III o = I I - II I I s3.10 4
THE VAPOR BARRIER. I I O N I <295.00>
_ 1- -
11 1 C o 0 1 1 1 v 1 I I I I 11 11 I J III 11 11 j 11 IIII s3.11
v v - - S3.16 - - - - <297.00> - - r
II III 11Ti 11 1_=
_-III fit-1 1-
I <288.00> - -III I J j o ono <299.00>
L J -All - - - -- -I f� p�i d L - - J 6" SCHEDULE 40 PVC
o - - - ' �- V - 1 I I -III- III - VERTICAL RISER PIPING TO
11
o - - - -<294. > = 0 9.00> BLOWER ON ROOF
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_ _ - SEE DETAIL 10
-----------
T------- - ---- _.._.._.._.._..
_ S3.14
P-3 - 4" SOLID PIPE WITH PIPE c - I 1� E�
SLEEVE THROUGH --- -- ----- -- - - --- - -- - - -
<294- - - -
---= �
..........................
1 PERIMETER WALL PIPING ROUTED
S3.14 CD
(SEE DWG 9) 7 UNDER I I CD-
••••.
S3.51 1 THICKENED SLAB 1
3'-0" 5'-0" (SEE DWG 13) S3.51 S3.51 I - _ V - -
I-
1 -0 <299.00 =
6" SCHEDULE 40 PVC -III- - -III-IIIIII-III- 34- 5/S2.06 2 i I 1
VERTICAL RISER PIPING TO - III-III--IIIIII-IIIIII-III- ..5352.. I I - -III
BLOWER ON ROOF - III 1-III-III- III -III -III -III I,_ - - 12-INCH DROPDOWN OF
(SEE DWG 9) III III III III III AREA D 1 4" SOLID PIPE WITH PIPE SLEEVE I I I SLAB GRADE IN THIS AREA.
- - - - - \ - _ THROUGH INTERIOR WALL
III III III �I-III III III -III III III III
- -- N (SEE DWG 11) - 5
- - -
_ 7-1=1=11 = _ _ _ _ _ _ _ - =1 -III- I s 52
/_ 13� 300 SF
-IIII III I -III -III- -IIIIII-III-III- II -III-I -III-
s3. v� -1 I I -III I I -III- I I' � I-III1 -� IIII-III- ' =1 I I -III III I�I I I �
-I -I -IIII 3 o 4" SOLID PIPE WITH PIPE
2 0 2 0 I SLEEVE THROUGH
I =
_ PERIMETER WALL
<293.50> n n n (SEE DWG 10)
I O I „,
I I N N -1 � -III �
N(IIII
O <29, -0">
InD11
I 1 <296.50> I I 1
18-0 6 F14 I I S3,10
<293.50> I I
F12 <293.50> S3...................
-T----- -- --- -- -- ;51 -- T-- --- ---- CL
I - - - - - C1-1.6
SR8 I I I I I I 6" SCHEDULE 40 PVC 0 99 I 1
o I VERTICAL RISER PIPING TO I I F
- � �I � BLOWER ON ROOF - I F_ -
••s3:7••°'
(SEE DWG 10) 18 -0 I I - - - - - -
1-2
co
V�
-
...........................
........................ --J u- ci
S3,53 ......................
2 I 1 -
^ .....2 _
o 53.51 31-01 _.._.._.._.._.._. I S3.51
00 5'-0" S3.53
00
v I I II
I 1-0 11111
4" PIPING WITH 45-DEGREE
11III-IIII II BENDS TO MAKE TRANSITION IN N
5- I - -IIII III -III III -III= L - - - - - M 299.00 - SLAB GRADE (SEE DWG 18) I 2' o°
-III11 1= =1-III I-
- III I V V
3 -o t o 4..-..-... =1 I I=1 I I=1 I I =1 I I-IIII ICI I II I I -I I I I I I I
I I 1 I I-IIII III -III IIII s3.52
-IIIIIIIII-III-I 1= N ^ III -III -III -I 1 I I I I -_'�- - +-� I - - - - - 1-3
III-III-III-I11 II III -III III -_III I II -I- J I I s3.o
- _
A A A A 11- 3 III III -III I F6A L �_ J F8A
�SR7 0 0 o in - -I - I 1 11 <299'-0"> F9A\
11 1-IIII I I <299.00>
/ <288.00> � rn -- 53.53 III < 99,00> III -
�' V `� � o 5 5'-11/4" S312
o <288.00> I ko rn 1 2 .........._3........... I .. .....
"' ❑ _ N-N 3 E) S3,20 I 1 o S3:10 0 2 0
........................... _
\ io S3.52 2 L<299.00> I I1. I o
n n ^ j
o Lf) I 2........... -- - -------- M
-1'-0" 3 -0 M Sri .d 4 8 I M <299.00> - - - 53.20
1 N N N ...................... �.` -
........................... V v v 53.51 1 53.10 � - -,� -T- -- --� �
S3.51 2 - JIB �I SW1-24 111 9
--^ _-7 OIS3.19 10 a^ ...18...-
<S289.91.0 Ln
o 50> <296.50> <296.50> S319 o 00> _ S-4
� ----------' s
1 14
<298.00> Ln
----------------------- _
0
1 FE I I I °° I I - - - -z - 1 - - - -z 1-5
- - - - --- - - - - I I------ -
I CID
L - - - - - - _ - - - '
o f I I I I I fi <296.50 - 1 1 I - 11�1 _ , - - - N 1-5.3
i I d -- F15.8A ^ n I F10A L - J
d r \<296.50> I I I 0 1-11 <299 -0 >_ 1 I _ S-6 -
III III I I ` � 6i 1 - M I F7A 00 ko
_ F15.8A J L _
-1 III III III -I I I _ I- t - I+I- - - N N _ %2 <299'-o"> I I M -
---- 7 I -III _ III III -III- � I
II I- I III III II ^ IN ­4`-1 - M
V V � � I I III
o u 1-12 S3.11 a - - - <296.00>
Ln 1-1
LEGEND: s3.51
-I II11 IIII ;III- I I =1IIIIIII I 1 I F6A -
I I I I r
- I I I - - - - - �- I I 1 s-7 _ 1-6
-LIMITS OF AREA WITH VAPOR BARRIER II II A3 -I II 1= A2 - V� M� I F12B Ili I I FggL I 1 q JI 1 --- J F10A <296 00>-n I'' S-8
I I / F12B <297.00> <299,00> 0 1 <296.00>
= 4" PERFORATED PIPING 1 �I II II li a U142 11 1 I I - ........... L -� I ^<297,00> II -11 L.� + <297.00> T
4 ...... m 1 M ro co 1 1 co I N II I I 11 io 0
III -I III I M -
I 53.13 � I I I I III 1
0 = 6" SCHEDULE 40 PVC VERTICAL RISER PIPING TO BLOWER ON ROOF I1I'=1I1=1I - s3.16 I I A C 11 1 1I1=1I I 1
Ali I I o r v 1 I V =-IIII I 1 11 I I i11 i i 11 N
= PLENUM BOX (SEE DRAWING 24) ,3 11 1-
v I I / I \ I I -, 1 <296.00> C1-7
U14 - r---- <296.00>
= 4 PIPING WITH PIPE SLEEVE THROUGH INTERIOR WALL (SEE DRAWING 11)
-- - -�- �I-I I -� _ -- - I- - r - - - - - o
= 4" PIPING WITH PIPE SLEEVE THROUGH PERIMETER WALL 11 IIII_ I I I I F8A _ _ \ I ��� _ - I II 1 F6A1-- 1-8
" -III- _III 1 I <299,0 F9A F10A I I I F6A S_9
4 - I 1 <299 -0 > -I -1 1_ I I I L _
= 00>
4 PIPING WITH 45-DEGREE BENDS TO MAKE TRANSITION IN SLAB GRADE AND PIPE _ S3.13 II-I11= II - J _ 1 �F12A 3 <296.00>
SLEEVE THROUGH WALL __ =1II =1II
1 II_ _ I <299,00> 53.12 I
-- � - 4 I 1 1 I I I I -- I.............•............99'-0"> II I I I II ,'-'-i ° SIM
GRADE BEAMS/MAT -
- - - <295.50> �, -III ............... I SW1-15 I N
- THICKENED SLAB AREAS FOR BEARING WALLS F - - -1 -III- S3.16 \ SHALL BE 6,000 PSI _ _ I I 1 F9AF_ "
J I{ N
I III CONCRETE 1 -IIIIII-III= I I
= 4" PIPING ROUTED UNDER THICKENED SLAB F__ -1 I 1,;1111 11 1; _ _ _ -=� ,� �� � 1 - _� _� _ �+ - _- - _ = 1-9
3 0
S3.16
= <299.00> <2996 > ZD�/ 16'-10 3/16°+\I I�\ 2'-9 1 4 5',8 1/16" 1-9.1
D
I 1 I I I I L
1 \ I
25'-1 7/16' 113'-9 7/8" _a
s-B S-C sr s-E
I I
i BUILDING 1 FOUNDATION PLAN - AREA B _ P_B _
S1.02113 j 3/32 = 1-0
2
io
53.15
Ln
14" THICK SLAB'
1
......................
S3.52
I I I I I II I I I
0' 4' 8' 16' 32' 11 1/2" 21'-7" 24'-8" 1'-11" 20'-9" 2 -2 2 2 9'-8 1/2" 23'-2" 1 -10 1 11
NOTES:
-MCADAMS HAS EDITED THE EXISTING DRAWING TO INCLUDE THE CONCEPTUAL
VIMS DESIGN AND SPECIFICATION DOCUMENT. THE LOCATION OF THE VIMS IS
APPROXIMATE AND WILL BE FIELD VERIFIED.
- THE EXISITNG DRAWING WAS EXTRACTED FROM THE JDAVIS AUGUST 11, 2017
PERMIT SET (SHEET S1.02B)
11-31/16" 1'-11" 3" 2'-101/2" 1 2'-3"
1-A 1-13 1-C 1-D 1-E 1-F 1-G 1-H 1-J 1-K 1-L 1-L.3 1-M 1-N 1-P 1-P.2 1-Q 1-13

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DRAWING 8
TYPICAL TIE-IN TO PERIMETER WALL
JDAVID/STEWART BUILDING 1 - SHEET S3.00 - DETAIL 1
20 mm VAPOR BARRIER
FFE
SEE PLAN
8" CONTINUOUS STONE
LAYER (#57 CLEAN); AT I.._.
LEAST 2" ABOVE AND :I
BELOW PIPING 1=
W000 STUD WALL,
SEE SCMD FOR
SIZE & SPACING
SLAB OR GRADE,
SEE 1/S3.00
r>,onow
MASONRY VENEER W/
TIES @15"OC, SEE
ARCH DWGS
SECURE VAPOR BARRIER W/ 2-SIDED
TAPE AND FASTEN W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED OVER
EXPANSION JOINT PER SPECIFICATIONS.
GRADE VARIES,
SEE PLAN
—� 6" (1.s CONT
y2"Oc I • IT—;�I f�--�1 l�—r
2'-6"
�o��onoE�onononoe�onor
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.00 - DETAIL 1
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE
- WALL MAY OR MAY NOT BE BRICK DEPENDING ON LOCATION. VAPOR BARRIER
LAYOUT REMAINS THE SAME FOR ALL WALL TYPES

DRAWING 9
CROSS-SECTION AT WEST END OF BUILDING 1 PARKING DECK (VENT RISER PIPE)
JDAVIS/STEWART BUILDING 1 - SHEET S3.53 - DETAIL 1
CHOPD REINFOE CMD BY PRECAST
9UPPLIER AND PRWDEDAWML ED BY
CONC L40.5Ff,
THE CONTMEOR, TYP
2' KN NORM^LWEGHf
CONCRETE IIE1D APPLIED
TOPPING, TYP, SEE 4J53.53 — PRECAST DOUBLE TEF
h.20
utics
:.g
'
I
SEE PIAI[
BLOEEViG 1
LEVEL
-'HOOD STUD WALL SEE L
Da0 FOR ME 6 sw[NG
L
P-T CONC a,0.A
SE PLAN L
aMDEFLELMON
TPKK
SECURE VAPOR BARRIER W/ 2-SIDED
TAPE AND FASTEN W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED OVER
EXPANSION JOINT PER SPECIFICATIONS.
SEI
4" PERFORATED PIPING
20 MM VAPOR BARRIER 0@ aw
{3385Ct]M
SLAB ON GRADE.
SEE list 6
tr �
:L
8" CONTINUOUS STONE
LAYER (#57 CLEAN); AT
LEAST 2" ABOVE AND
BELOW PIPING
77
-i-
? l I_.=J= f-
46 CLOSED LOOP
DOWEL@12.0C
I tS�12'OC, NORi2
6" SOLID RISER PIPE
f TO BLOWER ON ROOF
r I I, rE �i2'OC. vE0.'
r r.
L
i r
i r
I
III.
'Ir
r r
r r
111
�
� r
GRPDE Sff
E:12'OC
©1RLDWGS
4
cow m L0•=YWA.Y
i
4" TO 6" PIPE
-FUN DAASN;,
REDUCER JOINT°-
r-.
4" PIPE
SLEEVE'
JI
PRECAST WALL 5EE
PRECAST DACS
GRACE. SEE
#8@irOC, NERT CMLDWGS
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.53 - DETAIL 1
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 10
CROSS-SECTION AT EAST END OF BUILDING 1 PARKING DECK (VENT RISER PIPE)
JDAVIS/STEWART BUILDING 1 - SHEET S3.52 - DETAIL 5
LE4EL 2
DCU6iE TEE, SEE
PRECA T DWGS
SLAB ON GRADE,
SEE 11S1 X
FIFE
SEE nM fy
1;11 m;
SEE
WOOD STUD WALL, SEE
S+GFID FOR SME & SPACING
6" SOLID RISER PIPE
TO BLOWER ON ROOF
4" PERFORATED PIPING
20 MM VAPOR BARRIER
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.52 - DETAIL 5
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE
8" CONTINUOUS STONE
LAYER (#57 CLEAN); AT
LEAST 2" ABOVE AND
BELOW PIPING

DRAWING 11
TYPICAL CROSS-SECTION OF INTERIOR WALL
JDAVIS/STEWART BUILDING 1 - SHEET S3.10 - DETAIL 5
P-T OONC S M,
SEE PLAN
9LD)I5 1 LEVEL 2
3°D STYROFO M PC=-,
CONTRACTOR SHALL GROUT
SOLID 28 DAYS (MIN) AFTER
POST -TENSIONING IS COMPLETED
TRO1'4EL FINISH AND CONER
WY(3) LAYERS OF 6MEL
y POLYETFdYLE'4Ft FILM
-ft5 DOWELS 2'OE � r
*5912"M HORIZ
*6O12°OC, VE T
SECURE VAPOR BARRIER W/ 2-SIDED
TAPE AND FASTEN W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED OVER
EXPANSION JOINT PER SPECIFICATIONS.
. i
IFfi DCOELS
!I'4C
NATERFRf]NG, 4" PERFORATED PIPING
MM VAPOR BARRIER c GRADE.SMARCH DVS
SEE V53,00 EI MATERIAL
FIFE -
SEE PLAN 8" CONTINUOUS STONE
LAYER (#57 CLEAN); AT
I�� T1iE6VAYBELOW PIPING
. I�— f — - �— Cdif 2x4•
I iT�iE�l�
fQFI =1T� I '� — 4" PIPE SLEEYVLEkh
SEE PLAN _I�=�-�. _.;I.- . �••.:' .�f ���I�II� I� I 10,
ICI -I
_�I:-i1T�Tf
��
�I fCll�
I-:
I f
N
1-2' 8' r
c7c I E
�l=• — i
T,
I� I I I
I I I Ci R
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.10 - DETAIL 5
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

NOTES:
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

20 MM VAPOR BARRIER
(3)#5 CONT
DRAWING 13
TYPICAL CROSS-SECTION AT THICKENED SLAB AREAS
JDAVIS/STEWART BUILDING 1 - SHEET S3.00 - DETAIL 1
MASONRY WALL,
SEE ARCH DWGS
2'-6"
E
#548"OC
HORIZ IT REINF
16"OC, TYP
THICKENED ENED SLAB
AT INTERIOR MASONRY PARTITION
DOTES:
DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.00 - DETAIL 1
THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE
4" PERFORATED PIPING
8" CONTINUOUS
STONE LAYER (#57
C4LEAN); AT LEAST 2"
ABOVE AND BELOW
=
PIPING

DRAWING 14
TYPICAL VAPOR BARRIER TIE-IN AT INTERIOR COLUMNS
JDAVIS/STEWART BUILDING 1 - SHEET S3.06 - DETAIL 7
SECURE VAPOR BARRIER W/ 2-SIDED
TAPE AND FASTEN W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED OVER
EXPANSION JOINT PER SPECIFICATIONS.
CL COL/PEDESTAL/FTG, UNO
COL ISOLATION JOINT,
SEE TYP DETAIL
SLAB ON GRADE,
SEE PLAN
FFE y a
SEE PLAN '�� +:
DOWELS TO MATCH SIZE
AND SPACING OF VERT
REINF; LAP PER SCHD
TO
SEE PLAN
■
w
w =
SEE SCHD
DETAIL
CONC COL, SEE
PLAN & SCHD
8" CONTINUOUS STONE
LAYER (#57 CLEAN)
(3) ADDL TIES `a2"OC
.D TAIL
NTS
NOTES;
1, SEE SCHEDULES FOR SIZE, DEPTH, AND REINFORCING.
2, CENTERLNE OF COLUMN IS CENTERLINE OF FOOTING, UNLESS NOTED
OTHERWISE,
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.06 - DETAIL 7
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

SEE PLAN
DRAWING 15
TYPICAL ELEVATOR PIT CROSS-SECTION
JDAVIS/STEWART BUILDING 1 - SHEET S3.06 - DETAIL 4
120 MM VAPOR BARRIER I
CONTINUOUS STONE
LAYER (#57 CLEAN)
[3]#5 EA SIDE OF PIT
2'-0"
TYP /
a
SEE PLAN
0
PROVIDE 3" MUD SLAB AT —CONTRACTOR'S OPTION; REINF
W/WWF GxG-W1.4xW1.4
SUMP PIT BEYOND, —
SEE 5/S3A6
4 D ETA] L
CONCRETE ELEVATOR PIT, 4'-0- DEPTH
N TS
SEE PLAN
VERIFY WITH ELEVATOR MFR
#4@12"OC EA WAY,
CTRD IN PIT WALL
SILL ANGLE, SEE ARCH DWGS;
COORD WITH ELEVATOR SHOP
DWGS, MIN SIZE L4x4x3/8
CONT 20 KEYWAY, TYP
SLOPE SURFACE TO SUMP
ELEVATOR
CYLINDER BEYOND
SLAB ON GRADE, SEE PLAN
DOWELS TO MATCH SIZE
AND SPACING OF VERT
REINF. TYP
CONTINUOUS STONE
LAYER (#57 CLEAN)
#4@12"OC EA SIDE OF PIT
SEE ARCH DWGS FOR
PIT WATERPROOFING
SEE PLAN
CONT WATERSTOP
#5@0110C EA WAY, TOP & BOT
(4)#4 x4'-0" LONG @2"OC ON ALL
FOUR SIDES OF ELEVATOR CYLINDER,
ROTATE 45' FROM MAIN REINF
JOTES:
DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.06 - DETAIL 4
THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 16
TYPICAL CROSS-SECTION OF CMU STAIRS WITH THICKENED SLAB
JDAVIS/STEWART BUILDING 1 - SHEET S3.10 - DETAIL 7
WOOD FLOOR
TRUSS, SEE PLAN
DBL TOP FL, TYP
WODD SNo WALL, SEE
SCMD FOR SIZE & SPACM
120 MM VAPOR BARRIER r
SyB IR, GRADE,
SEE 1, S3.O0
FFE
SEE
PLAN
..
BOND BM
BOND BM
Wj(2)45
WI(2)*5
CCHI
CUNT
8'CHDwig
rCMuw?#5
5wac
owa
SECURE VAPOR BARRIER W/
2-SIDED TAPE AND FASTEN
W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED
OVER EXPANSION JOINT PER
SPECIFICATIONS.
RES TO MATCH
AND SPACLN5
=RF RE1NF
WOOD FLOOR
TRUSS, SEE RAN
DBL TOP PL, TYP
WOOD SFW WALL, SEE
SCHD FOR SIZE & SPACING
4" PERFORATED PIPING
8" CONTINUOUS 1
STONE LAYER (#57
CLEAN); AT LEAST
2" ABOVE AND
BELOW PIPING
-ff. oauW/Wm-P
I ii
CONTINUOUS STONE
LAYER(#57 CLEAN); AT
LEAST 2" ABOVE AND
BELOW PIPING
m
ol
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.10 - DETAIL 7
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 17
TYPICAL CROSS-SECTION OF STAIRS WITH CONCRETE PODIUM
JDAVIS/STEWART BUILDING 1 - SHEET S3.11 - DETAIL 1
P-T CONC SLAB, -
SEE PLAN
BLDG 1 LEva 22
r. 1
-0PC@12"OC, VERT
CONCRETE STAIRS
#6 DOWULS
4" PERFORATED PIPING
�12
20 MM VAPOR BARRIER
SLAB ON GLADE,
SEE U50.00
SEE PLAN
I
r, 4,62' CC —
5EE PLAN 'fia
1-14 s-16
1-15
a" cMu wl a. cmu w!
5 d98'OC i5owoc
YO STIROFOAM POIXElr
CONTRACTOR SHM-L GROUT
SOLID 28 DAYS (MIN)AFTER
_
P05T-1EN530NR% LS
CC4IPLETff}
TROWEL FINISH AND LOVER
-
_
Wl(3} LAYERS OF 6MIL
POLYETHYLENE FILM
#5 DGVa S
17'Oc
*501rOC, MCRE 35@17'0C, MORN
-95@IrOC, 4ECi
JA{i12"0G, lei
SECURE VAPOR BARRIER W/
2—SIDED TAPE AND FASTEN
46012 .Or lER7
W/ EXPANSION JOINT.
v
I CAULKING TO BE PROVIDED
' OVER EXPANSION JOINT PER
'
SPECIFICATIONS.
#5,{
t5 DOWELS 46 DOWELS
@12'Oc
8" CONTINUOUS
RIAL
I STONE LAYER (#57
CLEAN); AT LEAST
2" ABOVE AND
BELOW PIPING
04" PIPE SLEEVE
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - S3.11 - DETAIL 1
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 18
TYPICAL CROSS-SECTION AT TRANSITION IN GRADE IN SOUTHEAST AREA OF BUILDING 1
JDAVIS/STEWART BUILDING 1 - SHEET S3.15 - DETAIL 4
" PERFORATED PIPING
SEE PLAN
8" CONTINUOUS
STONE LAYER (1457 I
CLEAN); AT LEAST
2" ABOVE AND
BELOW PIPING
:1(ol1 liffal
145' ELBOWS I
BLAB ON GRADE,
20 MM VAPOR BARRIER SEE 1JS3 Q
I I —I
- -III=III_
—1 1 1I
II
I i1
1 11
11=1 1 11
1 11
11-1 I a=1
SECTION
FFE
SEE PLAN
I�
li
NOTES-
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.15 - DETAIL 4
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 19
TYPICAL CROSS-SECTION OF PIPE THROUGH WALL AT
TRANSITION IN GRADE, SOUTHEAST AREA OF BUILDING 1
JDAVIS/STEWART BUILDING 1 - SHEET S3.11 - DETAIL 3
LEVEL 2
T_?
P-T OONC SLAB,
SEE PLAN
I,
1
ii6 DOWELS 012'OC
WOOD STUD WAL4
SEE SCHD FOR
SIZE & SPACING
$' O SMOFGAIM PC CKE T;
CONTRACTOR SKN L GROUT
SOLID 28 DAYS (MIN) AFTER
POST-TENSPOt 5 IS C-OMPLETED
TROWEL FINISH AND COVER
f WI-0) LAYERS OF SMIL
POLYETHYLENE FILM
#5@12'CC, FPDRIZ
#5012'0C, VERT
,s
1
45' ELBOWS
SLAB CN GRADE,
SEE 1JS3.W
FFE
SEErLAN r
I�, 1
lrrt
•',. itS@itUC
SEE
` SECURE VAPOR BARRIER W/
2-SIDED TAPE AND FASTEN
W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED
OVER EXPANSION JOINT PER
SPECIFICATIONS.
CONT 20
CONTINUOUS
I
STONE LAYER (#57
iril
_fin
CLEAN); AT LEAST
4' PIPE SLEEVE
2" ABOVE AND
BELOW PIPING
•
i��l,
�
III � II
_�'.
I�'�'
I � ��
PERFORATED PIPING I
20 MM VAPOR BARRIER
# 8" CONTINUOUS
STONE LAYER (#57
CLEAN); AT LEAST
2" ABOVE AND
:i BELOW PIPING
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.11 - DETAIL 3
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 20
CROSS-SECTION, EXTERIOR WALL BUILDING 2, RISER PIPE
JDAVIS/STEWART BUILDING 2 - SHEET S3.21 - DETAIL 1
WCCD STUD WALL, SEE
SCHD FOR SIZE & SPACING
3"p S-F ROFOAM PCUET;
CONTRACTOR SHALL GRCUT SOLID 28
DAYS (NiN) AFTER POST -TENSIONING
IS COMaJETED
P-T CONC SLAB,
5EE FLAN
BLDG. 2 tEWEL 2
120 MM VAPOR BARRIER I
4" PERFORATED PIPING
PLAN
8" CONTINUOUS
STONE LAYER (#57
CLEAN); AT LEAST
2" ABOVE AND
BELOW PIPING I
TRCIWEL FINISH AND OOVM
WI(3) LAYERS CF 6MIL
POLYETHYLENE FILM
#5 DOWELS @46'0C
6' CNU k4f;�5@46'OC
SECURE VAPOR BARRIER W/
2-SIDED TAPE AND FASTEN
W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED
OVER EXPANSION JOINT PER
SPECIFICATIONS.
S-AB C)\
��
6' CMU BELOhV
GRADE, GROUT ALL
I� I cIB!ls SCUD
12"CC
12"OC.
CJNT BOND
BEAM 4ir121 �15
GRADE
YAT]ES. 6" SOLID BUIRED STUB
SEE FAN t (BELOW GRADE) FOR
POSSIBLE FUTURE
ACTIVE VENTING USE
4" TO 6" PIPE
REDUCER JOINT
4" PIPE SLEEVE
s -
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 2 - SHEET S3.21 - DETAIL 1
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 21
CROSS-SECTION, EXTERIOR WALL BUILDING 2, RISER PIPE
JDAVIS/STEWART BUILDING 2 - SHEET S3.21 - DETAIL 3
3.0 SfYROFG M POCKET;
CONTRACTOR SHALT GROt1T
SOLIQ 28 QAYS (MINj AFTER
POST-TENSIa4M IS
COMPLETED
LOG 2
EVEL
#5 DOWELS @1YOC
SLAB ON GRADE,
SdE JIS3.00
SEE Lz
PLAN ;y
i
P-T CONC SLAB,
SEE PLAN
TROWEL FINISH AND COVER
W/(3) LAYERS OF 5MIL
PCLYEHYLENE FILM
SLAB SLOPES,
SEE ARCH DWGS
WOW STUD
WALL, SEE 5CMD
FOR SIZE &
SPACM
STYROFOAM
ROF
POCKET; CONTRKTCR
SHALL GROLFf SOLI❑
28 DAYS (MIN) AFTER
POST-TENSIC HI146IS
COMPLETED
#5 DOWELS @12"OC
SECURE VAPOR BARRIER W/
2-SIDED TAPE AND FASTEN
#12W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED
OVER EXPANSION JOINT PER
x612' SPECIFICATIONS. C, HORE
#C4f 2'OC,
VERT
#6 DOW
f 2' El ]AL
2x4 KEYWAY COPff N4 KEYWAY
Im-.i-i;T ;iTOE
ce
SEE _� — T
PLAN
4" PERFORATED PIPING
Ll
1 • 20 MM VAPOR BARRIER IT—T��I c
46@12"OC I F21-: -111' L'C
LL�+III;.. - - - I;,, .
� `. ,IDS � I� � - � 1��1L
SEE 1l55.02 FOR
TROWEL FINISH AND
COVER VN(3)
LAYERS OF 6MIL
POLYETHYLENE FILM
WATERP'RCOMG,
SEE ARCH DWGS
DOVETAIL ANC"
SLOTS @1610C
GRADE
vAUES.SEE
PLAN
6' CM'J 6" SOLID BUIRED STUB
GRADE. (BELOW GRADE AND
A--LcEi ABOVE FDN DRAIN)
t!D FOR POSSIBLE
FUTURE ACTIVE
E VENTING USE
" OC
~dN DVIN,
SEE CI4P_
4" TO 6" PIPE
REDUCER JOINT
4" PIPE SLEEVE
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 2 - SHEET S3.21 - DETAIL 3
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 22
TYPICAL CROSS-SECTION OF STAIRWAY, AREA A AND D
JDAVIS/STEWART BUILDING 1 - SHEET S3.16 - DETAIL 2
6'CMU W),15
70 97ROFOAM POCI T:
CONTRfCRTRSF LLGR0UT
MLID29 DME 04N) AFER
POST-TENMOENG IS COMPLEfEO
TRUAEL FINISH Alm COVER
W)03 LAYERS OF6NL
POLYETM ENE FIN
SECURE VAPOR BARRIER W/
2-SIDED TAPE AND FASTEN
W/ EXPANSION JOINT.
CAULKING TO BE PROVIDED
OVER EXPANSION JOINT PER
SPECIFICATIONS.
51A2.4NGIWDE.
SEE V53.7
SE vsm
" 4" PIPE SLEEVE
,a5�12'6G
VSL'OWEL �
u'OC
R5I
P-T COW SLAM,
SEE MM
' L's novas@IZW
rs�Irac. 4F3eT
rs@12 oc. MORIz
20 MM VAPOR BARRIER
" PERFORATED PIPING
8" CONTINUOUS
STONE LAYER (#57
CLEAN); AT LEAST
2" ABOVE AND
BELOW PIPING
4" PIPE SLEEVE
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.16 - DETAIL 2
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

8" CONTINUOUS STONE
(#57 CLEAN); AT LEAST 2"
ABOVE AND BELOW PIPING
JIL
DRAWING 23
TYPICAL CROSS-SECTION OF STAIRWAY, AREA C
JDAVIS/STEWART BUILDING 1 - SHEET S3.16 - DETAIL 3
s SECTION
ss.3a ur = �•_rc
NOTES:
- DETAIL EXTRACTED FROM JDAVIS/STEWART BUILDING 1 - SHEET S3.16 - DETAIL 3
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

T%P OF PARAPET
DRAWING 24
EXHAUST BLOWER AND PLENUM BOX DETAILS
CREATED BY MCADAMS
3' 0 FROM K l£SS iHvl f ir
W&L DR W FflON MY E7E kM
CF PARAPET OR A* MIME vvm
FAN TO BE SPECFFD UPON 00iPLtM OF
0XWE $LAB AND DA040SM lE$fW
T.; INN i OR 14P OF A+IUM WLJ-
ROOFTOP U�A4f+C wIM[IIEo is XCi1ER
is KOA
PBEMTE R70F PER ARDCE);TURAL
DETAU AW ALL TUUERPFOXI C STANDW
No FPRE =ES
ELECFWA JJ 00w AOx
PRO+TO€ 124N PO AMP SEWICE 1" 5' T
EIO140 PORT FOR ELECTRIC FAR.
OF CFAs RM AS
NEW lU ALLOW a'
PYC PPE 70 aS5
(DVyENTLPIPE AND FAN EXHAUST moM puNw
• To SCH
40 PW VW PPE
LONE PEA PLAN
Raw TREATED PLym 315 SO k CF X-M&
OR KM OEOM "Ni; VERWU 2& 54 IN.
FOR 6'PFE
._ .;.
40 PAC `rENF PRE •�'
LOUIE PER PLAN 4..t
(Qz" FOR wwart ym
airON &JE HMN @1M
ON TI R SEE
COLLECTION PLENUM BOA( (ELEVATI0N)
11510E pIIIADS 5
32` RT V Bf e-
OUtME AREA
4r IN W
COLLECTION PLENUM BOX (PLAN)
10,II
gOTES:
THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE

DRAWING 25
SUB -SLAB VENT PIPE AND RISER PENETRATION DETAILS
CREATED BY MADAMS
TEMPORARY CAP, FMI TO BE SPECIFFD UPON
COUPLE ION OF CONCRETE SUB MD
'; DIAGNOSTIC TESTING
6' PVC MA 40 SOUD RISER PIPE
NININW 12' PIPER EKTFNSiON ABOVE RQCF
b+ � LABEL PIPE A9 'SOIL 417R PPE'
MINIMUM B' J57 GRAVEL
6j' I ANO SEAL XRH
URFM4ITE EA41LK
20 ML VAPOR BLOCK PLUS 20 4'-6' FEDI1CBt/ApNPTER
(VB+20) VAPOR BARRIER SCH 4C M "—(SLAB PER SCHEDULE THICKNESS)
RISER PENETRATION
OMPA TT0 FILL
2' 157 CRAVEL {CLEAN) MINIMUM
4' PVC SCH 40 PERFORATED PIPE 17H TYPICAL
WILL SCREEN (001' SLOTS)
20 MIL VAPOR DOCK PLUS 20
(VBP20) MOR BARRIER (SLAB PER SCHEDULE THICKNESS)
C PK SGH 40 PERFORATEQ PIPE NIIH TYRcAL 2' 157 MXL (CLE" MINIMUM
41ELL 9CFM (00' SLATS)
COItF'ACTEO RLL
nSUB-SLAB VENT PIPE DETAIL
0
NOTES:
- THE PURPOSE OF THIS SHEET IS FOR VIMS DESIGN ONLY AND IS NOT TO SCALE