HomeMy WebLinkAboutbuilding plans (2)HC GENERAL NOTES
1. HOLES: Holes are by others unless otherwise indicated.
Fields -cut holes thru the units may not cut prestressed strands without prior written approval from
Pre -Cast Specialties Inc. Engineering Department.
2. VERTICAL RISERS: The general contractor shall insure that vertical risers, etc., do not interfere with
placement of Hollow Core units.
3. HANDLING: Hollow Core units may not be lifted by inserting hooks, bars or other lifting devices into the
voids, and may not be inverted. Hallow Core units must be lifted l'-O" from the end only.
4. DIMENSIONS AND DETAILS: The customer and/or his agent will be responsible for all dimension and
details taken from the contract drawings and shown hereon. PCSI will not be responsible for any changes
made after approval of these drawings.
5. ROOF UNITS: Slight vertical movement of precast concrete roof units is anticipated but can be reduced
by proper insulation. PCSI recommends a physical separation of the plaster at the intersection of
non -bearing walls and ceilings.
6. CAMBER: Camber is an inherent condition in all prestressed flexural members and the general contractor
shall make allowances for some. If additional thickness of topping is needed for leveling purposes, contact
our engineering department for approval. Highest estimated camber at time of erection: 3/4
7. CONCRETE: Strength of concrete shall be a minimum of 6000 psi at 28 days. Structural topping where
specified shall be of 4000 psi 28 day strength concrete, reinforced with 6 x 6 - 10/10 welded wire mesh.
or fiber reinforced concrete.
The thickness of such topping shall be a minimum of 2 inches at the center of the span and may vary
due to camber or deflection from the center to the supports as required for a level surface. The topping
pour and all materials required some are by others.
8. GROUTING: All joints between slabs shall be fully packed with a pourable grout consisting of 1 part
Portland Cement to 3 parts clean sand. The grouted deck shall be allowed to cure before removing any
leveling shores, cutting any holes or applying any further construction loads.
THE OPERATION OF GROUTING THE HOLLOW CORE SLABS KEYWAYS MUST BE PERFORMED REGARDLESS OF
ANY TOPPING BEING APPLIED TO HOLLOW CORE SLABS.
9. PRESTRESSED STRANDS: Strands to be 7 wire, 7/16" dia., tensioned to 21700 lbs. each for 6" planks.
(7 wire, 1/2" dia., tensioned to 28900 lbs. for 8" & 10" planks). The number of strands are indicated by the
first two digits following the letter HC or US in the designation.
10. TOLERANCES:
Width
Full Width Units ± 1/4" Length ± 1"
Saw Cut Units ± 1/2" Thickness ± 1/4"
Split Units ± 1 1/2" Deviation From Square ± 1"
11. DESIGN LOADS:
2nd. FLOOR: 6" U.S. W/100 P.S.F. (L.L.= 80 P.S.F. + D.L.= 20 P.S.F.)
&
± 3"
`.,LOPPED TOPPING
(BALCONY)
8"
U.S.
W/65
P.S.F. (L.L.= 40
P.S.F. + D.L.=
25
P.S.F.)
&
± 3"
i OPPING
3rd. FLOOR: 6"
U.S.
W/100 P.S.F. (L.L.= 80
P.S.F. + D.L.=
20
P.S.F.)
&
± 3"
c)LOPPED TOPPING
(BALCONY)
fill
U.S.
W/65
P.S.F. (L.L.= 40
P.S.F. + D.L.=
25
P.S.F.)
&
± 5"
TOPPING
8"
U.S.
W/65
F.S.F. (L.L.= 40
P.S.F. + D.L.=
25
P.S.F.)
&
± 3"
TOPPING
4th. FLOOR: 8"
U.S.
W/100 P.S.F. (L.L.= 80
P.S.F. + D.L.=
20
P.S.F.)
&
± 3
1/4 " SLOPPED TOPPING (BALCONY)
8"
U.S.
W/65
P.S.F. (L.L.= 40 P.S.F. + D.L.=
25 P.S.F.)
&
± 6
1/4 91 TOPPING
12. Minor cracking (hairline and tension) will occur in precast/prestressed concrete created by shrinkage
of concrete and temporary loads during production, transportation or erection without being structurally
detrimental to the units. These cracks have no structural significance and does not affect durability of
these units. Cracking should not be cause for rejection, when properly repaired.
13. FIRE RESISTANCE: All Precast/Prestressed concrete products shown on these shop drawings have a
maximum fire resistance of one (1) hour, unless indicated otherwise
14. All Precast/Arestressed concrete products shown on these shop drawings are structural quality,
any rework/firtishing necessary for final architectural appearance is by others.
15. TIE BEAMS: Tie 'beams must be true, level and free of knots. If precast perimeter beams or knockout
blocks are used, they must be COMPLETELY FILLED.
16. ACCESS: General Contractor agrees to provide and maintain for the duration of precast installation,
stabilized access, acceptable to PCSI so trucks and cranes can move under their own power to
various points of erection with no overhead obstruction. Customer accepts all liability for deliveries beyond
the curb line, including all underground utilities and cost for loss of time. PCSI reserves the right to stop
deliveries and/or erection in the event such conditions are not provided.
A THIS SYMBOL INDICATES SAWCUT OR SPLIT EDGE OF HOLLOW CORE PLANKS,
- WHERE STRUCTURAL TOPPING IS TO BE APPLIED, PLANKS ARE TO BE THOROUGHLY CLEANED AND PREPARED
BY G.C. PRIOR TO TOPPING TO INSURE ADEQUATE BOND STRENGTH.
- TIE BEAMS MUST BE TRUE, LEVEL AND FREE OF KNOTS. IF PRECAST PERIMETER BEAMS OR KNOCKOUT BLOCKS
ARE USED, THEY MUST BE COMPLETELY FILLED.
- ALL NON BEARING WALLS SHOULD BE HELD DOWN 1" UNTIL SLABS ARE SET AND GROUTED AND ALL DEAD
LOADS ARE APPLIED TO THE SLABS BEFORE DRY PACKING THE GAP BETWEEN THE NON BEARING WALL AND
THE SLAB.
- Dowels must be placed in the beams in a manner to allow the proper bearing of our product as detailed
in our different sections. Non compliance with this item may delay the erection of these product with
additional cost to the General Contractor.
- SAFETY REQUIREMENTS:
ALL SAFETY RAILING AND HOLE PROTECTION VIA SECURED PLYWOOD ARE BY G.C. IMMEDIATELY AFTER PRECAST/
PRESTRESSED MATERIALS ARE INSTALLED. GROUTING WILL NOT TAKE PLACE UNTIL ALL HOLES & RAILING ARE IN
PLACE BY G.C.
MINIMUM BEARING: 2" BEARING IS STRUCTURALLY ACCEPTABLE, GENERAL CONTRACTOR MUST ADD 2 #5 REBAR
03'-0" LONG WITH 6" HOOK AT EDGE POUR PER SLAB. BEARING LESS THAN 2" MUST BE APPROVED
BY PCSI ENGINEER.
- SPLIT SLABS (NARROW DOWN): DUE TO MANUFACTURING & CONSTRUCTION TOLERANCES THERE MAY BE A GAPS
BETWEEN SLABS AND OR WALLS. FIELD SPLIT SLABS WILL HAVE A ROUGH EDGE GAP, ALL GAPS SHALL BE FORMED
AND POURED BY CONTRACTOR. CUTOUTS/NOTCHOUTS: TOLERANCE GAPS MAY OCCUR AROUND COLUMNS, BEAMS REBAR,
PIPES, ETC. THESE GAPS SHALL. BE FORMED AND POURED BY CONTRACTOR.
loll
11A
I'
I� 4 -O I. 5'-5" I�
0
5 -5" 4'-2"
P.
8
ALLOWABLE LOADS
with no
topping I topping Rev.
6
1/4"TOPP
TOTAL
3"
bN
19
0
ED-ATE
HOLLOW CORE (US) SCHEDULE ALLOWABLE LOA[S
Mark
Unit
No. Req.
4th. FL
L(inches)
total
length
W(inches
Length
Width
Remarks
with
topping
no
topping
30
8" US-068
2
325
650
48
27' 1"
4' 0"
100
30A
8" US-068
1
325
325
32.5
27' 1"
2' 81/2"
SAWCUT
31
8" US-048
1
270.5
270.5
48
22' 61/2"
4' 0"
32A
$" US-038
11
52.5
1 52.5
1 34.5
1 4' 4 1/2"
2' 101/2"1
SAWCUT
328
8" US-038
1 1
1 52.5
1 52.5
1 27.5
1 4' 41/2"
1 2' 31/2"
1 SAWCUT
33 1 8" US-068
33A
8"
US-068
34
8"
US-048
34A
8"
US-048
34B
8"
US-048
34C
8"
US-048
35
8"
US-038
36
8"
US-038
3
325
975
48
27' 1"
4' 0"
1
325
325
25.5
27' 1"
2' 11/2"
SAWCUT
1
271
271
48
22' 7"
4' 0"
1
271
271
48
22' 7"
410"
W/C.O.
1
271
271
48
22' 7"
4' 0"
W/C.O.
1
271
271
26
22' 7"
2' 2"
SAWCUT
1
4&5
48.5
48
4' 1/2"
4' O„
1
157
157
48
13' 1"
4' 0"
16
3940
328' 4"
4'-02., 5,-5„
5'-5" 4'-2"
.I
11D
4'-02" 5,-5„
00 I 34B
DESCRIPTION
- REVISIONS -
ENGR.
- CHECKED
BY DRAWN
J.C.
DATE SEAL
DATE
DATE
5/16/17
TOTAL
HOLLOW CORE (US) SCHEDULE
Rei
Mark
Unit
No. Req.
2nd. FL
L(inches)
t
le
Ital
gth
W(Iinches
Length
Width
1A
6" US-037
1
86.5
1115.5
48
7' 2 1/2"
4' 0"
1B
6" US-037
1
86.5
16.5
43
7' 2 1/2"
3' 7"
1C
g" US-037
1
86.5
16.5
48
7' 2 1/2"
4' 0"
1D
6" US-037
1
86.5
E
6.5 1
34
7' 21/2" 1
2' 10"
1E
6" US-037
1
86.5
E
6.5
48
7' 2 1/2"
4' 0"
1F
6" US-037
1
86.5
16.5
44
7' 2 1/2"
3' 8"
1G
6" US-037
1
86.5
6.5
48
7' 2 1/2"
4' 0"
10
8" US-048
3
325
975
48
27' 1"
4' 0"
10A
8",US-048
1
325
325
35.5
27' 1"
2' 111/2"
10B
8" US-048
1
325
325
27.5
27' 1"
2' 3 1/2"
10C
8" US-048
1
325
325
25.5
27' 1"
2' 1 1/2"
10D
8" US-048
1
325
325
42
27' 1"
3' 6"
11A
8" US-038
1
271
271
1 48
22' 7"
4' 0"
11B
8" US-038
1
271
g71
48
22' 7"
4' 0"
11C
8" US-038
1
271
71
48
22' 7"
4' 0"
11D
8" US-038
1
271
71
48
22' 7"
4' 0"
11E
8" US-038
1
271
71
32.5
22' 7"
1 2' 8 1/2"
12
8" US-038
1
49
49
48
4' 1"
4' 0"
13
8" US-038
1
157
157
48
13' 1"
4' 0"
14A
8" US-038
1
52.5
52.5
32.5
4' 4 1/2"
2' 8 1/2"
14B
8" US-038
1
52.5
S2.5
28.5
4' 4 1/2"
2' 4 1/2"
15
8" US-038
I 1
j 231
231
48
19' 3"
1 4' 0"
24
1
j
345
ALLOWABLE LOADS
HOLLOW CORE (US) SCHEDULE
with
topping
no
topping
Rev.
Mark
Unit
No. Req
3rd. FL
L(inches)
total
length
W(inches
Len;hJ
Wii
100
1
6" US-037
2
86.5
173
48
7' 2 1/2"
4'
1D
6" US-037
1
86.5
86.5
34
7' 21/2"
2' 1
I
5"TOPP
2
6" US-037
1
86.5
86.5
1 48
7' 21/2"
4'
2A
6" US-037
1
86.5
86.5
43
7' 21/2"
3'
65
10
8" US-048
3
325
975
48
27' 1"
4'
10A
8" US-048
1
325
325
35.5
27' 1"
2' 11
10B
8" US-048
1
325
325
27.5
27' 1"
2' 3
10C
8" US-048
1
325
325
25.5
27' 1"
2' 1
10D
8" US-048
1
325
325
42
27' 1"
3'
11
8" US-038
2
271
542
48
22' 7"
4'
11A
8" US-038
1
271
271
48
22' 7"
4'
11B
8" US-038
1
271
271
48
22' 7",
4'
11E
8" US-038
1
271
271
32.5
22' 7"
2' 8
12
8" US-038
1
49
49
48
4' 1"
4'
13
8" US-038
1
157
157
48
13' 1"
4'
14A
8" US-038
1
52.5
52.5
32.5
4' 41/2"
2' 8
14B
8" US-038
1
52.5
52.5
32.5
4' 41/2"
2' 8
15
8" US-038
1
231
231
48
19' 3"
4'
16
8" US-038
1
94.5
94.5
48
7' 10 1/2"
4'
16A
8" US-038
1
94.5
94.5
41
7' 10 1/2"
3'
TOTAL
1
1 24
4534
377' 10"
MISCELLANEOUS
MATERIALS
SCHEDULE
REV.
MK. NO.
MATERIAL
No Required
REMARKS
2nd.
3rd.
I 4th.
M-A
1/801xY07" KOROLATH STRIPS
48
48
32
T^^<-, "EDWORKTHESE PIM's pN9 A.!
REOUIfic;L dY ?III.') INOPICTnP?i+ THAT
MAY bs N4nRI%aAI`1Y IN OADEn TO
COMPLY Ofhi 1111 A'PPLICA31.E 00DAL.
APPROVED DRAWINGS
06 26 17
CONCEALED FASTENERS OR iTTACHIN
ARE THE RESPONSIBILI OF THE
CONTRACTOR OF R1 CORD
PROJECT:
KOTHAKOTA RESIDENCE
5116 WATERSONG WAY , FT. PIERCE
CONTR.: HARRIS HOMES
TEL.: (772) 828-8288
RECEI`."D JUL 1 ' 2017
1'
pR N-6 iti IIXT1oN WILL
PRE-CAST/PRESTRE'.
JOHN P McGREW
FLORIDA P.E. NO: 2(
APPROVED DATE SHEET NO.
6/22/17 1.0
S P E C I A,
Pre -Cast Spec
380 N.E. 48th. St. Pompa
HONE: (954) 781-4040
t-1oa-dtll
27'-10'
00
I
no
.:"
;:'
C
7'-4' El 1 10'-6' 7'-4'
8
3
f�
9
1B
3
1F
1A
a
I
1C
o 1D
1E
E�
I'M/y
V~I/M
(U
mil
1*
1
— 7 LAP — —
I
I
10A
�
I 3
I
A, 2'-3j' 10B
I
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I
I
I
I
i
I
10
I
I
I
I
1
I
3'-9j, 3'-5R' " 4'-8" J311 12'-6"
If
W12 50
I 11A
I II
3
I
�----I
I
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I13
l x II II
12 II II a 13
I
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II II �
I
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L-----
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I
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1 5 _1� 4'-2'
uti-y
M` 12 8" 1
8
II
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14A 11
3 t t D
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3
1
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W12x5o 6 O �.
3
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10D
I
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.3'-6"
15
�
I
I
i---------
2' LAP--�
3'
3
7'-2`
I /I
NORTN SECOND FLOOR FRAMING PLAN
SCALE: 1 /4"-1 ' -0"
8 ° U.S. W/65 P.S.F.
2& t 3" TOPPING
6° U.S. W/100 P.S.F.
& t 3" SLOPPED TOPPING
O�
A
(1
I
r
0
a' 7'-4'
27'-10'
10'-6'
7' _r'
+ +
+7/-/
X,4�Z)l
i 3 5 1`A I
+
2A
TE
1
3D
+04F
CL'
II
I
15
K2'-ll ' 1 1 1' LAP 7 — — — — —
3 t0A
3
I 1
2 -3j' 10B
I
n
I I
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I 1
I
3
I
10
I
I
1
1
e•
12'-6'
8'
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1
I
3
II
I— — — —
1
I
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I
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3 12 I I I I'T
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1
II II � L
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2
3
I
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I I II
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I
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X
14A I
1 3 5 11
2'-aj'
3 1
I 14B
I W12x50
I I
I toD I
3'-6-
- — — — — — — — — 2' LAP--H
NORM T H I
7'-2"
8'
RD FLOOR FRAMING PLAN
8 ° U.S. W/65 P.S.F.
2& f 3" TOPPING
6" U.S. W/100 P.S.F.
& t 3" SLOPED TOPPING
0 - I _
DATE DESCRIPTION BY
—REVISIONS—
SCALE: 1/4"=l'-0
++++++ 6" U.S. W/65 P.S.F.
+ & f 5" TOPPING
ENGR.
DATE
CHECKED
- DATE
DRAWN
J. C.
DATE
5/16/17
SEAL
PROJECT:
KOTHAKOTA RESIDENCE
5116 WATERSONG WAY, FORT PIERCE
CONTR.: HARRIS HOMES
TEL.: (772) 828-8288
06 26 17
JOHN P. MCGRI
FLORIDA P.E. Ni
APPROVED DATIS HEET NO, WO
6/22/17 2.0 1
P
i A L <
Pre -Cast Specialti
1380 N.E. 48th. St, Pompano Bead
PHONE, (954) 761-4040 FAX, 9'
27'-10'
0
0
M
ID
i
0
8" U.S. W/100 P.S.F.
y0l& f 6 1/4" TOPPING
++++++ 8" U.S. W/100 P.S.F.
+++
& t 3 1/4" TO 2" SLOPED TOPPING
8'
26'-6'
13
3
ram—
—F -:F--
I+ + +
+ + +
30A +
+
+ +
+
+
1
+
+
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30
+ +
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+
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I+ + M
+ + +
+ +
+17771'7Z7
+M +
+
1
—
Il
I
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1
I
I
33
I
33A
2 -1'
3'- 16'
'
33
1
W12X5o
I
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+
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r
35
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SLOPE
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22"
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+
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— — — —
----------�
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7'-2'
18'-8'
N
—A
co
M
NORTH FOURTH FLOOR FRAMING PLAN
SCALE: 1/4"=1'-0"
Z� - -
ESCPTION -
DATE DRIBY
— REVISIONS
' CDX SHEATHING ROOF
ON TOP OF H.C,
LOAD=500 #/L.F.
" CDX SHEATHING ROOF
ON TOP OF H.C,
LOAD=500 #/L.F,
ENGR.
DATE
CHECKED
DATE
DRAW!:::::::54/16/17
J.C.
APPROVED DRAWINGS
06 26 17
PROJECT:
KOTHAKOTA RESIDENCE
5116 WATERSONG WAY, FORT PIERCE
CONTR.: HARRIS HOMES
TEL.: (772) 828-8288
PRE-CAST/PRESTF
JOHN P. McGRE
FLORIDA P.E. N(
APPROVED DATrSHE—ET W04P/2.1
PRE
Pre -Cast Speci t �y
1380 N.E. 48th, St. Pompano BeacY
PHONE; (954) 781-4040 FAXi 9°
TOPPING
f G.C.)
(2)#5 CONT. TYPICAL
AROUND PERIMETER
(BY G.C.)
• a
#4 BAR (6'k18")---�U.S.
GROUTED IN CORE
ONE PER PLANK 3 1 2" 33 4" BRG.
(BY G.C.)
DOUBLE BOND BEAM OR
POURED CONC. TIE BEAM
(BY G.C.)
1 SECTION
3 SCALE: 3/4" = 1'-0"
SLOPPED TO PIN
(BY G.C.
#4 BAR (6"x24")
CAST IN TOPPING
0 48" O.C.(BY G.C.)
f3" TOPPIN
(BY G.C.
8" U.S.
6" U.S. °
3" t 1 2" BRG LAP VARIES
e'
POURED cON •G STEPPED
#4 BAR (6"x18") )
GROUTED IN CORE
ONE PER PLANK u -
(BY G.C.)
SECTION
3 SCALE: 3/4"
". ',1'
" TOPPING
f G.C.)
CONT. TYPOICAL
�2)#5
BY G.G.)1/2"Ox6"
STUDS
WELDED TO STEE8"
U.S.
BEAM 0 48" O.C(BY G.C.)t
3 4" BRG.
#4 BAR (6"x1
GROUTED IN CORE
(BY G.C.)
ONE PER PLANK
(BY G.C.)
2
SECTION
3
SCALE: 3/4" = 1'-O"
SLOPPED TO PING
(BY G.C.
(2)#5 CONT. TYPICAL
AROUND PERIMETER —
(BY G.C.)
•. a a a
#4 BAR (6"x18")-/ '\-6" U.S.
GROUTED IN CORE
ONE PER PLANK 3 1 2"f 3 4" BRG.
(BY G.C.) �a?
DOUBLE BOND BEAM OR
POURED CONC. TIE BEAM
(BY G.C.)
a SECTION
3 SCALE: 3/4" = 1'-0"
12 SECTION
3 SCALE: 3/4" = 1'-0"
#4 BAR (6%24")
CAST IN TOPPING
0 48" O.C.(BY G.C.)
(2)#5 CONT. TYPICAL
AROUND PERIMETER
(BY G.C.)
OPPING
Y G.C.)
\-8" U.S.
:: C, �.. -
LAP VARIES
DOUBLE BOND BEAM OR
POURED CONC. TIE BEAM
(BY G.C.)
3 SECTION
3 SCALE: 3/4" = 1'-0"
SLOPPED TOPPING
(BY G.C.)
00 00
6" U.S.
LAP VARIES LAP VARIES
CONC. BEAM
W/REINF. (by others)
9 SECTION
3 SCALE: 3/4" = 1'-0"
#4 BAR (6"x24")
CAST IN TOPPING
0 48" O.C.(BY G.C.) SLOPPED TOPPING
(BY G.C.)
(2)#5 CONT. TYPICAL00
- ¢, - - e
AROUND PERIMETER
(BY G.C.)
\-8" U.S.
LAP VARIES
DOUBLE BOND BEAM OR
POURED CONC. TIE BEAM
(BY G.C.)
13 SECTION
3 SCALE: 3/4" = 1'—O"
#4 BAR (6"x24")
CAST IN TOPPING t3" TOPPIN
0 48" O.C.(BY G.C.) (BY G.C.)
�BY#G.C�NT. TYPICAL n • O�
1 /2"0x6" STUDS
WELDED TO STEEL 8" U.S.
BEAM 0 48" O.C.
(BY G.C.) LAP VARIES
W12x50
(BY G.C.)
4 SECTION
3 SCALE: 3/4" = 1'-O"
AROOPERIMET TYPICAL R
AROUND
(BY G.C.)
'ED TOPPING
IY G.C.)
i" U.S.
LIES
10 SECTION
3 SCALE: 3/4 1'-0"
SLOPPED TOPPING
(BY G.C.)
8" U,S._j 8" U.S.
3"t 1 2" BR 3"t 1 2" BRG.
1/2"Ox6" STUDS WELDED TO
W12x50 BEAM 0 2'-0" O.C. AND
(BY G.C.) #4 BAR HORIZONTAL IN
CORE, ONE PER PLANK.
(BY G.C.)
14 SECTION
3 SCALE: 3/4" = 1'-0"
DESCRIPTION
— REVISIONS —
ENGR.
JCHECKED
BYDRAWN
J.C.
t3" TOPPIN
(BY G.C.�
8" U.S J 8" U.S.
'2" BR I �� 3" t 1 /2" BRG.
G� JL / 1/2%6" STUDS WELDED TO
W12x50 BEAM 0 2'-0" O.C. AND
(BY G.C.) #4 BAR HORIZONTAL IN
CORE, ONE PER PLANK.
(BY G.C.)
5 SECTION
3 SCALE: 3/4" = 1'-O"
DATE SEAL
DATE
DATE
5/16/17
t5" TOPPING
(BY G.C.)
6" U.S.
—,7.—
8" U.S.;
LAP VARIES-/
#4 BAR (6"x24")
CAST IN TOPPING
0 48" O.C.(BY G.C.)
t3 TOPPIN
(BY G.C-�
\-8" U.S,
b . '
° LAP VARIES
a.
POURED CONC.
#4 BAR (6'k18") ( TIE BEAM (BY G.C.)
GROUTED IN CORE
ONE PER PLANK
(BY G.C.)
11 SECTION
3 SCALE: 3/4" = 1'-0"
SLOPPED TOPPIN(
(BY G.C.)
(2)#5 CONT. TYPICAL _
AROUND PERIMETER
(BY G.C.)
t3" TOPPIN
(BY G.C.)
p00
� 8" U.S.
LAP VARIES
W12x5O
(BY G.C.)
SECTION
SCALE: 3/4" = 1'-0"
#4 BAR \�8" U.S.
GROUTED IN CORE
ONE PER PLANK 3 1 2"t 3/4" BRI.
(BY G.C.)
DOUBLE BOND BEAM OR
POURED CONC. TIE BEAM
(BY G.C.)
15 SECTION
3 SCALE: 3/4" = 1'-0"
(APPROVED DRAWINGS
06 26 1'7
PROJECT:
KOTHAKOTA RESIDENCE
5116 WATERSONG WAY , FT. PIERCE
CONTR.: HARRIS HOMES
TEL (772) 828-8288
PRE-CAST/PRESTRES
JOHN P McGREW P.
FLORIDA P.E. NO: 266
APPROVED DATE SHEET NO.
8/22/17 3.0
PR
Pre —Cast Specialtie.
1380 N.E. 48th. St. Pompano Bec
PHONE: (954) 781-4040 FAX: