2001-090 (2)rvTCP nR TO BE FINISHED W+ ,_
FRE-GA5T BUILDING
BY OTHERS
+------------------
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
---------------------------
-------------------------
�--------------
i'"
L______--_-__---__J--REAR ELEVATION
i1 I -of
—. cpinR TO BE FINISHED WITH u eND
+-------------------- _-------------
------
------------
'---------------- FRONT ELEV AT1
TH
EXTERIOR TO BE FINISHED M
TLIOROSEAL SAND COLOR 'ANTIQFINISHUE
AND
SANpCOA'T PAINT. COLOR ANTIQUE LACE"
H.
TO BE FINISHED MITI+ 4'-0'
EXTERIOR STEEL DOOR
THOROSEAL SAND STUCCO FINISH AN
THROCOAT PAINT, COLOR ANTIQUE LACE"
SAND FINISH•
•,1 r 1
I
+ --J1
1 _----- ----- - - - - - - ------------
------ ------------------
`------------- RIGHT ELEVATION
I
tI
QU 14r;p Jbt 1 I QN � `O I E5 p51
IvE STRENGTH OF g AOO
ALL GONGRET>< SHALL D�LOP GOMS AND ydAll5.
AT 26 DAYS FOR SLABS , FOOTIN65�� ON ptg'TURBED SOIL AND
p
ALL FOOTINGS ANDON UNDI5i1JRDi:D SOIL AND SHALL. 'OW LOCAL
SHALL BE FLAG OF 40 INCHES EARTH GONER•
FROST rDEPTH OR HAVE MINIMUM SOIL BEARING CAPACITY.
W,RETE FOOTING SIZES BASED Old 2�00 t'SF
CTOR SHALL COORDINATE LOCATION OF ALL UTILIT'f pTRATIONS
C4zTpAND PROVIDE SLEEVES AT ALL MHETRATIONS.
T TO EXTERIOR FACE OF FOLDATION `jR
pROvIDe T OSEDITaJS PABOVEAROE G im SH GRADE-
GOAT TO EXTERIOR FAGS
PROVIDE BITUMINOUS WATERPROOFING PAR6EIN6 FROM FINISHED 614ADE
ATION WALL• AppLY WA E TO� FOp TIN65• }2EMONE FORM
OF FOUND DOWN O� TOR TO -
mxvATION AND EXT gHOOTH PR
PINS FR ;rM FAGS OF WALL AND PATCH AREA
BITUMINOUS APPLICATION.
- m
'----------' — — _J
------------------------
— — — — — — — — — _
LEFT ELEVATION
65'-511
I
Al
I
I AI
I —
-� AI � I
I'-011 A I N AI I
I NOS, TOP OF FOUNDATION TO BE tV
A -I LASiwR LEVEL I"l1TMIN Y4' (� I
F,
I-
5'-10" 5'-4"
10UNPATION FLAN
r%&E.- I/8"=I'-0"
a
,,- - APPRox. GRADE
12" GONG. FOUNDATION
(5) #4 BAR HORIZONTAL
IN WALL
° a
#4 BAR VERTICAL
® 45" O.G.
a ° #4 DOWEL *45" O.G. W/
HOOK END
121, X 24" GONG. FOOTING
a a SET BOTTOM MIN. 45" BELOW
a . a FINISH GRADE
e_
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• • (3) #4 BAR CONTINUOUS
UNDISTURBED 501L
FouNnATIQN t?ETAIL
SCALE:
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rf
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ER IN W-b" X W-4•° SLAB
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:)(IBL.E WATER STOP
Lam..
INTESKO&L r-LA5
GOMPAG'TW 6RANJLAR
FILL
2 10UN AT I ON PETAI L
A- SCALE:
NOTE, SLEEVE QUANTITY DETERMINED Sr rl=-w •••,••• _. _
r-ni MOATION DETAIL
SCALE: 3/4"= I'-O"
PARADOX
D r,, G N S
ARCHITECTURE
Charles Johnson, AIA
Eight Phila Street
Saratoga, NY 12866
518.583.0027
IC-4•00
'sic)
�lt5ld 1 �l��L
H
C(/ai /(7 w
TOWN 0 Q ENSBURY Town of Queensbury Fire Marshal
FIRE CE A minimum of . Fire Extinguishers
REVI
PATE vAth a minimum rating of
�a,�" must be properly tested and installed
COMMENTS! prior to occupancy.
TOWN OF QUEENSBURY FIRE MARSHAL
Based on out fumed "'
compliaravooUroymbstall
not be cotattusdISMldM M1
plans and spy
95 In conipliMtry ft C0ft
ENGINEERED FOR: ADELPHIA
83 ANTHONY AVE.
AUCUSTA, ME
PRECAST BUILDING: 64'-0" x 30'-0" x 10'-2" INTERIOR DIMS.
LOCATION: AUGUSTA, ME
DATE. 9120100
BUILDING
REVIEWED BY
DATE
MANUFACTURED BY. 00ldcastle
Precast
151 OLD FARMS ROAD
AVON, CONNECTICUT 06001
TELEPHONE: (860) 673-3291
LIST OF DRAWINGS
SHEET#
DESCRIPTION
A-1
ARCHITECTURAL FLOOR PLAN
A-2
ARCHITECTURAL EXTERIOR ELEVATIONS
A-3
ARCHITECTURAL EXTERIOR ELEVATIONS
A-4
ARCHITECTURAL EXTERIOR ELEVATIONS
EM-I
ELECTRICAL/MECHANICAL
EM-2
ELECTRICAL/MECHANICAL
S-1
STRUCTURAL CEOMETRY
S-2
STRUCTURAL CEOMETRY
S-3
STRUCTURAL CEOMETRY
S-4
STRUCTURAL CEOMETRY
S-5
STRUCTURAL GEOMETRY
S-6
STRUCTURAL GEOMETRY
S-7
STRUCTURAL GEOMETRY
S-8
STRUCTURAL CEOMETRY
F-1
FOUNDATION PLAN
CT-1
DELIVERY & TURNING
F11, F Co'rl
T OYlI QUEENSBURY BUILDNG DEPARTMENTBC= ast d on our limited examination,
corrpliancewith our coma ob shall
not be construed as intlira" 0to
plans and specification are in full
comp !lance with the code,
--'RECPIVED
0 T; C E MAR 0 7 2001
TOWN OF OUEENSSUFM
j., BUILDING AND C*DE
LEVER►1wt.ES REQUIRED
ON ALL PASSAGE DOORS
WHETHER INTERIOR OR
EXTERIOR DOORS IRROt01'1Ci0 Precast
C/
L
2'-0"
(TyPJ
— 2'-0"
1'-0'
O JG I. 1IVItl3= OJ -'i
(INCLUDES OVERHANG)
63'-9" INSIDE
6'-0" INTERIOR LIGHTS (INCLUDES FINISH WALL BOARD)
(TYP.)
2'-0"
(TYP) A A/C A/C A/C A/C A/C A/C
Gn UN T /1 UNIT /2 UNIT j3 UNIT j4 UNIT /5 UNIT /6 UNIT /7
db
nn
II II
11 II
II II
If II
Il II
II II
uu
nn
fl II
t1 II
II II
II II
II II
II II
U U
(SECTION y2)
nn
IIIIII IIIIII
If it
II II
II II
luu
nn
II II
II 11
II II
II II
11 II
tl II
uu
S
nn
II II
11 II
II it
II II
11 II
II II
uu
nn
II II
It 11
II II
11 11
II 11
II II
U u
(SECTION #3)
1II1 1I1I
II II
II II
u ul
nn
11 II
II II
II II
II II
II 11
It It
uu
nn
II II
II II
11 II
II II
II 11
II II
Uu
nn
II II
11 Il
II II
fl 11
II 11
II II
U u
(SECTION #4)
nn
II If
II II
II II
II II
nn
11 II
II II
II II
II II
11 II
II 11
Uu
nn
II II
II II
II II
II II
11 II
II II
uu
nn
II II
If II
II II
II II
If II
II 11
u u
(SECTION #5)
1{ II
nII rII
II II
II it
u
nn
II I)
II II
II II
II II
II II
If If
uu
nn
II II
II II
II II
It 11
It 11
II If
uu
nn
II 11
II II
II II
II II
If 11
II 11
u u
(SECTION #6)
11 11
II nII
II 11
II II
uu
nn
II II
II II
II II
II II
II II
II It
uu
nn
II II
11 II
II II
II II
I{ 11
If 11
uu
nn
II II
11 II
II II
II II
If 11
11 it
u u
(SECTION y7)
II 11
InI nn_n
II
II II
II II
uu
nn
II it
II II
II II
II it
II 11
II 11
uU
nn
II it
II II
II II
II 11
II II
II 11
uu
nn
II 11
11 II
II II
11 I1
II II
II II
u u
(SECTION 18)
II 11
II IIII
It
II 11
II 11
uu
nn
II 11
II II
II 1t
II II
II II
1t 11
UU
1-0"®
S,
nn
II II
II II
11 II
II 11
II I{
11 11
uu
nn
II II
11 It
11 11
II II
II II
II II
u u
(SECTION #9)
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11
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II II
II II
uu
nn
II II
II II
II tl
II II
II II
11 II
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nn
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11 II
II II
II 11
II II
II II
uu
nn
II II
II
11 II
II
it 11
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II II
II I
(SECTION 1)
If
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11 If
II II
Tri I
u ul
nn
II tl
II II
II II
1111
II II
II II
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;-
-
77
_..
FLOOR PLAN
2' 0
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29'-11" INSIDE
V
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INCLUDES FINISH
+
WALL BOARD
31'-8" .OUTSIDE
INCLUDES OVERHANG
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9-20-2000
• APPROXIMATE BUILDING WEIGHTS:
SECTION y1 & p9 — 25 TONS (INCLUDES END WALL PANEL) x'�
SECTION #2. — y7 — 25 TONS EACH 311 G'= 1 '-O'
DRA NJ BY:
• AD
ADD APPROXIMATELY (1) ADDITIONAL TON TO EACH
SECTION TO ALLOW FOR ELECTRICAL/MECHANICAL EQUIPMENT. 5nEt1 r
A -I
pRnwING NUMB[R
ARCHITECTURAL FLOOR PLAN C68950
7
I I
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I GA DUPLEX
1 I RECEPTACLE
1 1
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FRONT ELEVATION ARCHITECTURAL EXTERIOR ELEVATIONS
REVFIDNS
NO I DATE
J
ED
Q
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9-20-2000
5CAlf:
3/ 1 G*= I'-D'
DRAWN BY:
AD
5MCET i
A-2
DRAWING NUMBER:
CB8950
3
EXTERIOR TO BE FINISHED WITH
THOROSEAL SAND STUCCO FINISH AND
THROCOAT PAINT, COLOR 'ANTIQUE LACE"
SAND FINISH.
---------------------------------------------------------------
---------------------------------------------------------------
LEFT ELEVATION
EXTERIOR TO BE FINISHED WITH
THOROSEAL SAND STUCCO FINISH AND
THROCOAT PAINT, COLOR "ANTIQUE LACE'
SAND FINISH.
4.-0' x 7'-0`
STEEL DOOR
L\^ �� MkjtiT I G �q
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I I
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____________________________________
l._-.---------------------.--.--_-_-I
RICHT ELEVATION
ARCHITECTURAL EXTERIOR ELEVATIONS
Fill
m in . I . imL
REWSON5
DATE
C9
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9-20-2000
SCALE:
3/ 1 G'= 1 '-O'
DRAWN er:
AD
SWE7 s
A-3
DRAWING NUMKF-
CB8950
8" WALLS
3'-0"
(TYP.)
2'-6"
8" WA LS
(TYP.
GF1
8"�
54"x 28"
UPS by
liIIICUSTOMER IIiII!
I1
.y.
'1In
III it
uu
72"x 28"
I
UPS by
CUSTOMER
;
fill
1111
'
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II II
1111
•
II 11
D
,
uu
2'-0"
N
6"
J n In
fill
2 —0"fill
II II
J ` II II
ti fill
13 I10"
nn
II II
II II
fin
li II
II II
II II
uu
SECTION #1
5'-6" (TYP.)
4'-0"
2'-6" (TYP.)
/
NIT /1
26 TWIST LOCK RECEPTACLES
(SEE APPROXIMATE LOCATIONS)
A/C A/C
UNIT 12 UNIT /3
—8 SECTIONS= 65'-4'—
(INCLUDES OVERHANG)
63'-9' INSIDE
(INCLUDES FINISH WALL BOARD)
A/C
UNIT 14
L15AIC
(TYP.)
A/C UNIT #6 UNIT /7
nn I fill
11 II fill
n n
filln n1111 IIII IIII n nI111 IIII IIII
fill 1111
II 11
II II II II II 11 II II II 11 II
11 II II II II II fillIIII II II II II
II ll II II II II II
u u fill II ll
fill II II II II II II
u u u u u u u u fill
U U
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nn fill fill
till n n
II II 11 II II II II II nn n n
II II lift fill II 11 ii fill
II I! II II II II 11 II II II fill
4411
II II 11 II II II ° II II II II ",'I:
II 11 II II II II fill II fill
U u U U u u D p II u II 11
uu
Nl'— 6'
1 —0"
4'— 4 1 /2"
2"x 2"x 1/4" THICK
ANGLE 20" LONG TYP.
WALL MOUNTING DETAIL
(PLAN VIEW)
N. T. S.
nn nn
fill n n
fill
II II fill
11 II � II II ° II II
II II II II II 11
II II II II
fill II it
II II II II fill
- uu uu uu
nn nn
II II II II n n
II 11 II II II II
fin IIII fin
II II II II II II
II II II II II II
II 11 fill
II II
uu uu IIII
(SECTION #3) (SECTION #4) (SECTION 15)
f
FLOOR PLAN
r.AND
TYP.
4" RAIL
LT CONNECTIONNGLE IRONRACKING
FLOOR
NOTE: FLOOR TO CEILING
HEIGHT IS 10' —0"
INCLUDING FRP W/INSULATION
_WALL MOUNTING DETAIL
N. T. S.
so
7'-0'
4'-0"
(TYP.)
29'-11" INSIDE
INCLUDES FINISH
WALL BOARD
In n n 31'-8" OUTSIDE
fill II II n n n n INCLUDES OVERHANG
II 11 II
II II
II II fill
II II II II II Il II II
II fill II II II II
fill II II II If II II
II 11 11 II II II II uu uu uu Uu
o j
lu
nn
nn 11llIIII2-Ouu ul1 uu 2'-0"
(SECTION #6) (SECTION #7) (SECTION 8
—0. (SECTION #9)
2 —0'
6" � Dn
(2) PIECES 1- 5/8" x 1 -5/8" STRUT x 8'-0" LG. 8., 3r> 1o4L
STARTING AT CONCRETE FLOOR
(TYPICAL IN SECTION #2) 2 -6"
I
17 1/4" 18
8 3/a"
1"
lj,
TYP.
T4'
I
1/2" TYP.
RACKING DETAIL
N. T. S.
NOTE: DIMENSIONS TO CABLE RACAING v 3 t
LOCK RECEPTICLES ARE FR F 1`
OF
APPROXIMATE BUILDING WEIGHT&
SECTION #1 & #9 - 25 TONS (INCLUDES END WALL PANEL)
SECTION #2, - #7 - 25 TONS EACH
ADD APPROXIMATELY (1) ADDITIONAL TON TO EACH
SECTION TO ALLOW FOR ELECTRICAL/MECHANICAL EQUIPMENT.
ELECTRICAL „LMECHANICAL
REVISION"
DATE
U'
F—
Q
Lu
N
b
Q
X
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DATE:
9-20-2000
5cruE.
3/ 1 G'= 1'-0'
DRAWN BY:
AD
SHEET
EM- I
DRAWING NUMBER:
CB8950
BILL OF MATERIALS
REF.0
OTY.1
DESCRIPTION
1
1 1 2" PLYWOOD Wj FRP LAMINATED WHITE FINISH W 1 1 2" INSULATION
2
1 N/A
3
1
1 SQUARE D 400 AMP, 240V. 3 PHASE, 42 CIRCUIT LOAD CENTER,
MOD. #OON422MS400 INTERIOR. ENCLOSURE MOD. H68, do COVER, MOD. IMHC68VS
3A
1
SQUARE D 200 AMP, 240V. SINGLE PHASE. 32 CIRCUIT LOAD CENTER,
4
1
AC DATA SYSTEMS 3 PHASE. SURGE ARRESTOR
5
7
BARD 5 TON 60,000 BTU AIR CONDITIONER WITH ECONOMIZER AND BARD 10 KW HEATER WA602B10EPXXXJ
6
2
GROUND BAR — 3" x 12" x 1 4" COPPER
6A
2
1" DIA SLEEVE FOR 10' LONG GROUND WIRE COILED ON EXTERIOR OF BUILDING
7
N/A
8
1
400 AMP AUTOMATIC TRANSFER SNATCH. SUPPLIED BY CUSTOMER INSTALLED BY ROTONDO
9
4
4" DIA. COUPLING ASS'Y 2 FOR COMMERCIAL & 2 FOR GENERATOR 1 FOR PHONE
10
1
SQUARE D 400 AMP, 3 PHASE, CIRCUIT BREAKER SERVICE DfSCONNECT
11
2
ARROW —HART LIGHT SWITCH — 3 POLE
12
1
2" X 4" METAL THRU WALL ELECTRIC BOX FOR LITHONIA HIGH PRIES. SODIUM EXT. LIGHT W PHOTOCELL
13
3
24' X 12" HOLE IN FLOOR
14
36
LIGHT FIXTURE, EASTERN MOD. #SG 240—AES RFI, WITH COVER AND 2 40 WATT BULBS
15
N/A
16
N/A
17
2
4' X 7' STEEL DOOR do FRAME 2 L.R. , UNICAN KEYLESS HEAVY DUTY LOCKSET
MOD. 10218-26D-41, THRESHOLD, STOP, PAINTED COLOR 'TAN"
18
6
2" X 4" METAL THRU WALL ELECTRIC BOX WITH GFI DUPLEX OUTLETS
19
6
DUPLEX CONVIENCE OUTLETS 20A, 120 VOLT
20
N/A
21
N/A
22
N/A
23
1 8" X 12" X 12" SDT ANTE —STATIC FLOOR TILE 39 BOXES
24
EXTERIOR SURFACE TO BE PAINTED WITH THOROCOAT. COLOR "ANTIQUE LACE"
25
2 1
BARD LEAD LAG CONTROLLERS
26
341
CEILING MOUNT 11OV. 20 AMP TWIST LOCK RECEPTACLES
27
1
CARLISLE EPDM RUBBER ROOF SYSTEM APPLIED IN FIELD
NOTE: USE HEAVY DUTY DOOR CLOSURES
MODEL "LCN SERIES QUEST"
il
gOTES:
I. ALL DIMENSIONS ARE t.
2. ALL CONDUIT SHOWN IS EMT (ELECTRIC METALLIC TUBING)
UNLESS OTHERWISE NOTED.
3 ALL HORIZONTAL DIMENSIONS ARE FROM THE INTERIOR FACE OF INSULATION
I 1
I I
I 1
r'- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J..�
I—_---_J
INTERIOR LEFT SIDE WALL PANEL
ELECTRICAL /MECHA NI CA L
REV&ON,5
NO I DATE
CC3
U
t co
co
Cl E„ 0
m
5 a � co`D
z
U.0 m O oU
� 0z a
W
F-
9-20-2000
SCALP:
3/ 1 G'= 1 '-0'
DRAWN BY:
AD
SHEEt
EM-2
DRAWING NUMBER:
CB5950
6.
6+ J
COVER
" 12'
. SECTION B-B
VIEW B
J
-i 1/2" TYP
VIEW C
D
1,
8' WALLS
13" 10"
A -J
11'-11'
31•-e"
(3) STYROFOAM BLOCKS (8) RECESSED GROUTING POCKETS
8 1/8' TO 9" TO 8 1/8' x 108" LG. x 24" WIDE SEE DETAIL SHEET
(6) STYROFOAM BLOCKS S.-O. (4) RECESSED BOLTING POCKETS
6 1/4" TO 8" x 114" x 24" SEE DETAIL SHEET
-- ----------- -1 - ---- - - - - - - - - r----------- --- a 10"
_----_"-_--.-.--J ------------- L---"----�---
I' n
it (6) STYROFOAM BLOCKS
T II 4" x 120' x 24"
II 1
Ti
II II
,I 1
II li C
,II II
11 II
II
II it
II II
II II
II II
II II
II � II
II II
it B II
II
II II
(6) STYROFOAM BLOCKS
4" x 120' x 24'
(3) STYROFOAM BLOCKS f
4" x 108" x 24"
(4) 2" TO 3" DIA. TAPERED HOLES
SEE DETAIL SHEET
30'-0' —
—
PLAN VIEW
(AS CAST)
(2) 8 TON PLATE ANCHOR-
BURKE LIFTERS (GALV OR PLATED)
WITH /4 x 42" LG. REBAR
(USED TO REMOVE UNIT FROM MOLD)
III
Y
X Z
CENTER OF GRAVITY,
X= 15'-8"
Y= 6'-3 1/2'
Z- 4'-0'
NOTES:
CONCRETE - 6000 Pg MINIMUM STRENGTH O 28 DAYS
STEEL REINFORCEMENT - ASTM A185 WELDED WARE
ASTM A615• GRADE 60 REBAR
COVER TO STEEL - 1' MINIMUM
LATERAL LOAD - 40 PSF
ROOF LIVE LOAD - 60 PSF
FLOOR LOAD - 150 PSF (4 SUPPORTS)
APPROXIMATE WEIGHT - 25 TONS (8' LONG)
1— 6"
10'-0"
FOAM'
3. (12) PCS. 4" x 120" x 24"
(3) PCS. 4" x 108" x 24'
(6) PCS. 6 1/4" to 8" x 114" x 24"
(3) PCS. 8 1/8' to 9' x 8 1/8" x 108 x 24'
NOTE: 6' MIN. OF CONCRETE
AROUND OPENINGS.
(2) 8 TON SPREAD FOOT BURKE 8'-0 3/4"
LIFTERS (GALV. OR PLATED) WITH 7'-0 3/4"
/6 x 5 0 LG. ANCHOR TENSION BAR _
r _ 6. (USED TO ROTATE UNIT) 3'8' 8' F
- _ 1'-
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I II II I
I 11 II I
II II I
FLOOR ELEVATION VIEW
(AS CAST)
(2) 8 TON PLATE ANCHOR
BURKE LIFTERS (GALV. OR PLATED)
WITH /4 x 42' LG. REBAR
(USED TO REMOVE UNIT FROM MOLD)
1
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(4) 8 TON SPREAD FOOT BURKE (AS CAST)
LIFTERS (GALV. OR PLATED) WITH
11'-1 #6 X 5'-0- LG. ANCHOR TENSION BAR
8" (USED TO SET AND ROTATE UNIT)
r V-6'
Ir------------------- r-_-_---_ _-__--
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1 1 1 I I I I I I I
I.-6
STRUCTURAL GEOMETRY
L
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REVISIONS
DATE
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9-20-2000
SCALE:
3/ 1 G'= I'-0'
DRAWN BY:
AD
5r fET
5-I
DRAWING NUMBER:
CB8950
8"
6"
6'
2' COVER
SECTION B-B
12'
3 VIEW A
4--
1/4,
El
VIEW B
VIEW C
1 /2 TYP
8"
(3) STYROFOAM BLOCKS
8 1/8" TO 9' TO 8 1/8" x 108" LG. x 24' WIDE
(6) STYROFOAM BLOCKS
6 1/4' TO 8" x 114" x 24"
8'-0"
----------
r-i - - - - Z------ lij r - - - - - - - - - - - -
------------i ------------- L------------
------------------
(8) RECESSED GROUTING POCKETS
SEE DETAIL SHEET
3'-10" (4) RECESSED BOLTING POCKETS
SEE DETAIL SHEET
--1 t 0"
- jTn
(3) STYROFOAM BLOCKS
4' x 30' x 24"
OPPOSITE WALL
(3) STYROFOAM BLOCKS
4" x 120" x 24"
— C
Y
x --� —�
Z
CENTER OF GRAVITY:
X= 16'-1 7/8"
Y= 6'-3 1/2"
Z= 3'-11 3/4'
NOTES:
CONCRETE - 6000 Pg MINIMUM STRENGTH O 28 DAYS
STEEL REINFORCEMENT - ASTM A185 WELDED WIRE
ASTM A615. GRADE 60 REBAR
COVER TO STEEL - 1' MINIMUM
LATERAL LOAD - 40 PSF
ROOF LIVE LOAD - 60 PSF
FLOOR LOAD - 150 PSF (4 SUPPORTS)
APPROXIMATE WEIGHT - 25 TONS
1" J
(6) STYROFOAM BLOCKS (3) STYROFOAM BLOCKS 6" FOAM:
4" x 120" x 24" 4" x 108" x 24' (9) PCS. 4 x 120' x 24"
(4) 2" TO 3' DIA. TAPERED HOLES 3' (3) PCS. 4" x 108' x 24"
SEE DETAIL SHEET (3) PSC. 4" x 30" x 24"
10'-0" (6) PCS. 6 1/4" to 8" x 114" x 24'
30'-0" (3) PCS. 8 1/8" to 9' x 8 1/8- x 108 x 24'
31'-4'
PLAN VIEW NOTE: 6" MIN. OF CONCRETE
AROUND OPENINGS
8'-0'
(2) 8 TON PLATE ANCHOR
BURKE LIFTERS (GALV. OR PLATED)
MATH /4 x 42' LG. REBAR
(USED TO REMOVE UNIT FROM MOLD)
10'-11"
2'-9' - 6-1 - - - -
I- - - - - - - - - - - - - - - - - - - , r - -
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FLOOR ELEVATION VIEW
(2) 8 TON PLATE ANCHOR
BURKE LIFTERS (GALV. OR PLATED)
WITH /4 x 42" LG. REBAR
(USED TO REMOVE UNIT FROM MOLD) r 2'- 9"
3'-4 1 /2'
V-6"
(2) 8 TON SPREAD FOOT BURKE
LIFTERS (GALV. OR PLATED) WITH
/6 x 5'-0" LG. ANCHOR TENSION BAR
(USED TO ROTATE UNIT)
8"
------ ,
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rt MOMARY
V-6"
(4) 8 TON SPREAD FOOT BURKE
LIFTERS (GALV. OR PLATED) WITH
#6 X 5'-0" LG. ANCHOR TENSION BAR
(USED TO SET AND ROTATE UNIT)
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DATE:
9-20-2000
SCALE:
3/ 1 G'= 1'-0'
DRAWN LiY:
AD
SnE[T �
5-2
DRAWING NUNIBCR:
STRUCTURAL GEOMETRY cee9so
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6' 1-
2 1/4" COVER
_D
IN 4 FT UNIT
2" COVER
IN END WALL
SECTION B- B
(41 LDNC UNIT)
_2"
b _
12
J
Q
VIEW A
J
J 4-
� I
1/4"
,7
J
1 VIEW B
(1) STYROFOAM BLOCK
WITH RIGID FOAM TIES O 16' O/C TYP
/ B'-0' 3'-10'
8 1/8' TO 9" TO 8 1/8" x 108' x 36" TYP. TYP
(2) STYROFOAM BLOCKS 6' TYP.
WITH RIGID FOAM TIES O 16" O/C
6 1/4' TO 8' x 114' x 36'
B" WALLS
IF vv
13 10 L-- - ---- --- - -i - -- _-- - __ r-------_ -- - ---
A --1 I I I
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III
III
I11
111
11'-11" i i I I
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4'
2
I I
I I
II
II
II
11
II
II
(2) STYROFOAM BLOCKS
WITH RIGID FOAM TIES O 16' O/C
4'x120'x36'
END WALL STYROFOAM BLOCKS J
MATH RIGID FOAM TIES O 16- O/C
(6 4" x 48' x 130'
(1 4"x31"x130'
1'-3" (TYP.)
I
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I
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6"
(1) STYROFOAM BLOCK
WITH RIGID FOAM TIES O 16. O/C
4" x 108" x 36"
30•-0"
31'-4"
PLAN VIEW
---- — —c— 11 1/2' 1/2"
4) 2" TO 3" DIA. TAPERED HOLES
SEE DETAIL SHEET
(8) RECESSED GROUTING POCKETS
SEE DETAIL SHEET
^(4) RECESSED 80LTING POCKETS
SEE DETAIL SHEET
(14) 1/4" x 4" x 6" PLATES
IN END WALL
10. (14) 1/4' x 3" x 4" ANGLES
IN 4' UNIT
3"
(2) STYROFOAM BLOCKS
WITH RIGID FOAM TIES
O 16" O/C
4" x 36" x 120"
(2) 8 TON SPREAD FOOT BURKE
LIFTERS (GALV. OR PLATED) WITH
1'-3' 6' LG. ANCHOR TENSION BAR
(USED TO SET AND ROTATE UNIT)
nH - - - - - - - - - - - .' - - - - - - - - - - - - - - - -
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- r - - - - - - - - - - - - - - - - - i
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L-------------------111
(2) 8 TON PLATE ANCHOR /
BURKE LIFTERS (GALV. OR PLATED) J
WITH /4 x 20' LG. REBAR
(USED TO REMOVE UNIT FROM MOLD)
FLOOR ELEVATION VIEW
1'-3" (TYP.)
1,-3• 8" I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - T
nl r - - - - - r - - - - - - -
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(2) 8 TON SPREAD FOOT BURKE
LIFTERS (GALV. OR PLATED) WITH
/6 x 5-0" LG. ANCHOR TENSION BAR
(USED TO SET AND ROTATE UNIT)
-------- ------ ---------- ----------_---------- _ _
1 /2
L------------ 4 - - - - - ----------------
----------T
TYP
(2) 8 TON PLATE ANCHOR
BURKE LIFTERS (GALV. OR PLATED)-/
11•_1-
WITH #4 x 20" LG. REBAR
(USED TO REMOVE UNIT FROM MOLD) (2) 8 TON ERECTION BURKE
Y
X
Z
I
I 1
I
1 I
CENTER OF GRAVITY:
WITHOUT END WALL WITH END WALL
X= 15'-8' X= 15'-8"
Y- 6'-3 1/4" Y- 6'-2
Z= 2'-0" Z= V-6 1/4"
NOTES:
CONCRETE - 60DO P9 MINIMUM STRENGTH O 28 DAYS
STEEL REINFORCEMENT - ASTM A185 WELDED WIRE
ASTM A615. GRADE 60 REBAR
COVER TO STEEL - 1" MINIMUM
LATERAL LOAD - 40 PSF
ROOF LIVE LOAD - 60 PSF
FLOOR LOAD - 150 PSF (4 SUPPORTS)
APPROXIMATE WEIGHT -
25 TONS TOTAL (4' UNIT WITH END WALL)
11 1/2 TONS 4' UNIT
12 1/2 TONS END WALL
NOTE: 6' MIN. OF CONCRETE
AROUND OPENINGS
SIDE ELEVATION VIEW
ROOF ELEVATION VIELIFTERS (GALV. OR PLATED) WITH
SHEAR h ANCHOR TENSION BAR STRUCTURAL GEOMETRY
W
VIEW c
I (USED TO SET AND ROTATE UNIT)
REVISKW5
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9-20-2000
SCALE:
3/1 G'= I'-0
DRAWN BY:
AD
SNfET �
5-3
DRAWING NUMDM-
C68950
4" -- - - - --
5'-3"
ENO WALL STYROFOAM BLOCKS
WITH RIGID FOAM TIES O 16" O/C
(6) 4' x 48" x 130"
(1) 4' x 31' x 130'
6'- o
(2) 8 TON ERECTION BURKE
LIFTERS (GALV. OR PLATED) WITH
SHEAR do ANCHOR TENSION BAR
PLAN VIER'
31'-8"
6" TYP. 14'-2"
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L5'-I-
14'-2
ELEVATION VIEW OF INTERIOR SURFACE
ELEVATION VIEW OF EXTERIOR SURFACE
WTS
(14) 1/4" x 4" x 6"
WELD PLATES
10 -10"
10'- 7"
5'-9"
1
11'
1o'i r
Ell 1'-3
8"
SIDE SECTION VIEW
C
4"
NOTES:
CONCRETE - 6000 MINIMUM STRENGTH O 28 DAYS
STEEL REINFORCEMENT - ASTM A185 WELDED WARE
ASTM A615, GRADE 60 REBAR
COVER TO STEEL - 1' MINIMUM
LATERAL LOAD - 40 PSF
ROOF LIVE LOAD - 60 PSF
FLOOR LOAD - 150 PSF (4 SUPPORTS)
APPROXIMATE WEIGHT - 12 1/2 TONS
1 /2" TYP
VIEW C
NOTE: 6" MIN. OF CONCRETE
AROUND OPENINGS.
STRUCTURAL GEOMETRY
RA:V4x7N5
No f DATE
3/16'= 11-01
DRAWN BY:
AD
SHEET i
5-4
DRAWING NUI"P--
C68950
END WALL REINFORCING
(4) 4 x 4 — W4/W4 — 6'-4"+1+1 x 31'-0" +1+1 WELDED WIRE MAT
(4) 4 x 4 — W4/W4 — 8'-0" +0+0 x 2'-0' +2+2 WELDED WARE MAT
4" X 4" — W4/W4
WELDED WIRE MAT
8"
L
2'
I' MIN. LAP
4" X 4" - W4/W4
WELDED WIRE MATS
WELDED WIRE MAT
4' X 4" — W4/W4
12"
9 L2'
WELDED WIRE MAT
2' X 6' — W6/W4
6"
11'-3' C
6"
WELDED WIRE MAT
2' X 6" — W6/W4
4'-6'
11'-4" E
4'-6'
STANDARD UNIT REINFORCING
(2) 2 x 6 — W6/W4 — 7'-10'+O+D x 30'-0"+3+3 WELDED WIRE MAT
(2) 2 x 6 — W6/W4 — 7'-10'+0+0 x 24'-0"+3+3 WELDED WIRE MAT
(2) 2 x 6 — W6/W4 — 7'-10'+0+0 x 20'-0'+3+3 WELDED WIRE MAT
(2) 2 x 6 — W6/W4 — 7'-10'+0+0 x 12'-0"+3+3 WELDED WIRE MAT
(2) 4 x 4 — W4/W4 — 7'-8"+1+1 x 2'-0' +2+2 WELDED WARE MAT
(64) /4 REBARS — BENT 8" x 36"
LAP
.D WIRE MAT
6" — W6/W4
D 6"
J WELDED WIRE MA
Q TYPICAL CROSS SECTION 2" X 6" - W6/W4
i (16) /4 BARS O 6'
OF END WALLJ -.
71 1'-0' MIN. LAP71
e
3.-0'
PARTIAL VIEW
TYPICAL CROSS SECTION
OF STANDARD UNIT
�W U �e
f �c�
P� Z
Z
STRUCTURAL GEOMETRY
Rewsars
DATE
9-20-2000
5CAti:
3/ 16'= I'-O
DRAWN BY:
AD
SHEET
5-6
MAWANG NUMBER
CB8950