HomeMy WebLinkAboutApproved DrawingsU. S. 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 1'-0" 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: 1/4
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.
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 (4000 P.S.I. 0 28 days). The grouted deck shall be allowed to cure
before removing any leveling shores, cutting anyholes 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: 8" U.S. W/65 P.S.F. (L.L.= 40 P.S.F. + D.L.= 25 P.S.F.)
& ±2" TOPPING
2nd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.)
& 2" TO 4" TOPPING
2nd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.)
& ±2" TOPPING
3rd: 8" U.S. W/65 P.S.F. (L.L.= 40 P.S.F. + D.L.= 25 [,..S.F.)
& ±2" TOPPING
3rd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.)
& 2" TO 4" TOPPING
3rd: 6" U.S. W/100 P.S.F. (L.L.= 85 P.S.F. + D.L.= 15 P.S.F.)
& 2" TO 3" 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/Prestressed concrete products shown on these shop drawings are structural quality,
any rework/finishing 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,
of
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1'-1"
0
0
ALLOWABLE
LOADS
with no Rev.
topping topping
HOLLOW CORE (US) SCHEDULE
Mark Unit n No. Req. L(inches) L(FEET) total 2W(inches Length Width Remarks
2nd.. FL FL 3rd. FL length
1A 8 US 48 1 0 270 22.50 270 27.5 22' 6" 2' 31/2" SAWCUT/SKEW
65
2A
8
US
48
1
0
317.5
26.46
317.5
48
26' 51/2"
4' 0"
SKEW
3
8
US
48
2
0
327
27.25
654
48
27' 3"
4' 0"
3A
8
US
48
1
0
327
27.25
327
34
27' 3"
2' 10"
SAWCUT
3B
8
US
48
1
0
327
27.25
327
35
27' 3"
2' 11"
SAWCUT
3C
8
US
48
1
0
327
27.25
327
48
27' 3"
4' 0"
W/C.O.
4
8
US
38
2
0
231
19.25
462
48
19' 3"
4' 0"
4A
8
US
38
1
0
231
19.25
231
48
19' 3"
4' 0"
W/C.O.
5A
8
US
1 38
1
0
266.5
22.21
266.5
27.5 1
22' 21/2"
2' 31/2"
SAWCUT/W/C.O.
5B
8
US
38
1
0
266.5
22.21
266.5
35.5
22' 21/2"
2' 111/2"
SAWCUT/W/C.O.
6A
8
US
38
2
0
109.5
9.13
219
29.5
9' 11/2"
2' 51/2"
SAWCUT
7
8
US
38
1
0
94.5 1
7.88
94.5
48
7' 101/2"
4' 0"
7A
8
US
38
1
0
94.5
7.88
94.5
48
7' 101/2"
4' 0"
W/C.O.
7B
8
US
38
2
0
94.5
7.88
189
26.5
7' 101/2"
2' 21/2"
SAWCUT
8
8
US
38
1
0
90.5
7.54
90.5
48
7' 61/2"
4' 0"
9
8
US
38
3
0
230.5
19.21
691.5
48
19' 21/2"
4' 0"
10
8
US
38
2
0
58.5
4.88
117
48
4' 101/2"
4' 0"
10A
8
US
38
1
0
58.5
4.88
58.5
26
4' 101/2"
2' 2"
SAWCUT
100
1
40
6
US
37
1 6
0
91
1 7.58
546
48
1 7' 7"
4' 0"
-
40A
6
US
37
1
0
91
7.58
91
26
7' 7"
2' 2"
SAWCUT
41A
6
US
37
1
0
63.S
5.29
63.5
48
5' 31/2"
4' 0"
SKEW
42
6
US
37
2
0
59
4.92
118
48
4' 11"
4' 0"
42A
6
US
37
1
0
59
4.92
59
21.5
4' 11"
V 91/2"
SAWCUT
65
60A
8
US
38
1 0
1
290.5
24.21
290.5
48
1 24' 21/2"
4' 0"
SKEW
61
8
US
48
0
4
327
27.25
1308
48
27' 3"
4' 0"
61A
8
US
48
0
1
327
27.25
327
48
27' 3"
4' 0"
W/C.O./SKEW
61B
8
US
48
0
1
327
27.25
327
48
27' 3"
4' 0"
W/C.O.
1 -5y2
61C
8
US
48
0
1
327
327
27.25
327
33
27' 3"
2' 9"
SAWCUT
61D
8
US
48
0
1
27.25
327
48
27' 3"
4' 0"
W/C.O.
61E
8
US
48
0
1
327
231,
170
27.25
327
48
27' 3"
4' 0"
W/C.O.
62
8
US
38
0
3
19.25
693
48
19' 3"
4' 0"
-
63
8
US
38
0
1
14.17
170
48
14' 2"
4' 0"
-
64
8
US
38
0
1
95
7.92
95
48
7' 11"
4' 0"
-
65
8
US
1 38
1 0
1
231
19.25
231
48
19' 3"
4' 0"
-
N
in
66A
8
US
38
0
1
63
5.25
63
48
5' 3"
4' 0"
SKEW
67
8
US
38
0
2
91
7.58
182
48
7' 7"
4' 0"
67A
8
US
38
0
1
91
7.58
91
25.5
7' 7"
2' 11/2"
SAWCUT
67B
8
US
38
0
1
91
7.58
91
32.5
7' 7"
2' 81/2"
SAWCUT
0
0
1
100
80
6
US
37
0
2
91
7.58
182
48
7' 7"
4' 0"
-
80A
6
US
37
0
2
91
59
7.58
182
27
7' 7"
2' 3"
SAWCUT
81
6
US
37
0
2
4.92
118
48
4' 11"
4' 0"
81A
6
US
37
0
1
59
4.92
59
24
4' 11"
2' 0"
SAWCUT
TOTAL
36
28
11271
939' 3"
MISCELLANEOUS MATERIALS SCHEDULE
REV.
MK. No.
MATERIAL
No Required
2nd. FLOOR
No Required
3rd. FLOOR
56
REMARKS
H.C. BEARING
-
M-A
1/8"0"x47" KOROLATH STRIPS
72
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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irA'#
kA'N!. ANI) PFPN1!T NIi ST 9E R5ff ONJOB
blt'0 f '5VECTI )N WILL DE NL -DE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY iN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
RECEIVED
FEB 2 2 2018
ST. Lucie County, permitting
APPROVED DRAWINGS
02/01/18
ENGR.
ENGR. DATE
SEAL
r l'
�(p�l b
PROJECT:
HALBERT RESIDENCE
LOT 32 WATERSONG WAY Ft PIERCE
CONTR.: COASTAL CONST. DESIGN
-
TEL.:7722192180
l �
APPROVED DAT
01/26/18 I„-
1
{,� `
1p�C
0
d' I
�r ) 7 i
91
. F E: C I A L T 1 Z s
Pre -Cast Specic *'QQPy
1380 N.E. 4) 7 St. Pompano Beach, FL.78 1194
PHONE: (95481-4040 FAX: 954-1-194
CHECKED DATE
J.C. 02/01/18
_
DATE
DESCRIPTION
BY
DRAWN DATE
J.B. 11/14/17
- REVISIONS
11-01 7'-0- 1'-4'
.1 .1 1
SECOND FLOOA
oDrr
FRAMING PLA%
SCALE: 1/4"=l'-(M
6'- 2' 81
.1
8" U.S. W/65 P.S.F
& ±2" TOPPING
6" U.S. W/100 P.S.F.
& 2" to 4" TOPPING
28'-6'
+ + + + + 6" U.S. W/100 P.S.F.
+ + +
& ±2" TOPPING
a
12'-0'
8. T-4' B.
I I
ENGR. DATE IISEAL
CHECKED DATE
J. C. 02/01/18
DATE DESCRIPTION By DRAWN DATE
—REVISIONS— J. B. 11/14/17
APPROVED DRAWINGS
PROJECT:
HALBER, RESIDENCE
LOT 52 WATERyONG WAY Ft. PIERCE
CONTR.: COASTAL COST. & DESIGN
TEL.: (772)219-21a0
� 02/01/181
PRE—CAST/PRESTRESS ENGR,
JOHN P McGREW P.E.
FLORIDA P.E. NO: 26641
APPROVED DATE SM T, .7
01/29/18
PR 4 j
PL
Pre Co'A
1380 N.E. 48th. St. Pompano Beach, FL.
7
cu
THIRD FLOOR
FRAMING PLAN
",00iar�
1
8" U.S. W/65 P.S.F
& t2" TOPPING
6" U.S. W/100 P.S.F.
& 2" to 4" TOPPING
Im
rnnr 1111 1 11.1 I Tr
APPROVED
02 01 18
PRE-CAST/PRESTRESS ENGR.
JOHN P McGREW P.E.
FLORIDA P.E. NO: 26641
ENGR. DATE SEAL APPROVED DAT STIEE : fi'11#i n
PROJECT: r 1 y7 01/29/18
HALBERT RESIDENCE 5Y T M
CHECKED DATE LOT 52 WATERSONG WAY Ft. PIERCE
- _ J.C. 02/01/18 �(I 0 s p
DATE DESCRIPTION BY DRAWN DATE CONTR.: COASTAL CONST. & DESIGN Pre 0.s eC1 12S, LPL
J.B. 11/14/17 TEL.: (772)219-2180 1380 N.E. 48th. St. Pompano Beach, FL, 3306
—REVISIDNS ____ PHONE; (954) jfjr40 FAX 954-781-1194
2" TO 4" TOPPING
(BY G.C.)
SECONDARY POUR
(BY G.C.)
#4 BAR CAST IN BEAM ATE • \-6" U.S.
4'-0" O.C., #3 BAR CONT." AND #4 x 1 —6LG BAR 3 1 2"t 3/4- BRG.
GROUTED IN CORE, ONE
PER PLANK.(BY G.C.)
1 SECTION
3.0 SCALE: 3/4" = 1'-0"
SECONDARY POUR
(BY G.C.)
4 BAR CAST IN TOPPING
2" TO 3" TOPPING
(BY G.C.)
r. OO--
4'-0" O.C., AND 6" U.S.
#3 BAR CONTINUOUS.
(BY G.C.) LAP VARIES
8" MASONRY WALL
W/REINF. (BY G.C.)
6 SECTION
3.0 SCALE: 3/4" = 1'—O"
f2" TOPPING
(BY G.C.)
SECONDARY POUR
(BY G.C.)
PIAP
#4 BAR CAST IN TOPPING
4 -0" O.C., AND " U.S.
#3BAR CONTINUOUS.
(BY G.C.)IES
8" MASONRY WALL
W/REINF. (G.C.)
11 SECTION
`3.0 SCALE: 3/4" = 1'—O"
SECONDARY POUR
(BY G.C.)
#4 BAR CAST IN TOPPING
4 —0" O.C., AND
#3 BAR CONTINUOUS.
(BY G.C.)
2" TO 4" TOPPING
(BY G.C.)
00 --
6" U.S.
.\—LAP VARIES
8" MASONRY WALL
W/REINF. (BY G.C.)
16 SECTION
`3 o SCALE: 3/4" = 1'-0"
SECONDARY POUR
(BY G.C.)
#4 BAR CAST IN TOPPING
4'-0" O.C., AND
(BY G.C.)
CONC. BEAM
W/REINF. (BY G.C.)
t2" TOPPING
(BY G.C.)
to 0
b'
b
8" U.S.
LAP VARIES
2 SECTION
3.0 SCALE: 3/4" = 1'-0"
GROUTING BUTT JOINTS
(BY G.C.)
t2" TOPPING
t2" TOPPING (BY G.C.)
(BY G.C.)
001 00
$" U.S. � � • � "-8"
8„ U.S.
LAP VARIES LAP VARIES
#4 BAR CAST IN BEAM 8" MASONRY WALL
@4'-0" O/C (BY G.C.)
W/REINF. (G.C.)
7 SECTION
3.0 SCALE: 3/4" = 1'-0"
2" TO 4'TOPPING
(BY G.C.)
4 BAR CONT.
G.C.)
t2" TOPPING
(BY G.C.)
° 8„ U.S.
6" U.S. . LAP VARIES
3 1/2"t 3/4" BRG. CAST W/ BEAM W/1 #4
BAR CONT. IN 4" SECTION
CONC. BEAM d° (BY G.C.)
W/REINF. (BY G.C.) b. #5 BAR CAST IN BEAM AT
4'-0' O.C., #4 BAR CONT.
STEP DOWN BEAM AND #4 x 1 —6" LG BAR
GROUTED IN CORE, ONE
4" (BY G.C.) PER PLANK. (BY GC.)
3 SECTION
3.0 SCALE: 3/4" = 1'-0"
GROUTING BUTT JOINTS
(BY G.C.)
8" U.S.
3"f 1/
8" MASONRY WALL
W/REINF. (BY G.C.)
4 BAR CONT.
t2" TOPPING BY G.C.)
(BY G.C.) t2" TOPPING
(BY G.C.)
IA Q 0
8" U.S. o u . 8" U.S.
3 1 /2" t 3/4" BRG.
LAP VARIES
p 6
#4 BAR CAST IN BEAM AT
4'-0" O.C., #3 BAR CONT.
CONC. BEAM , .. AND #4 x 1'-6" LG BAR
W/REINF. (BY G.C.) GROUTED IN CORE, ONE
(BY G.C.) PER PLANK.
12 SECTION
3. o SCALE: 3/4" = 1'—O"
GROUTING BUTT JOINTS
(BY G.C.)
f2" TOPPING
(BY G.C.)
8" U.S. J
LAP VARIES • a
STEP DOWN BEAM 4"
(BY G.C.)
2" TO 3" TOPPING
(BY G.C.)
-6" U.S.
11,
17 SECTION
3.0 SCALE: 3/4" = 1'-0"
t2" TOPPING
(BY G.C.)
8" U.S.
. \;:�3"t 1 2" BRG.
#4 HOOKED BAR CAST IN
BEAM ® 4'-0" O.0 &
AND #4 BAR HORIZONTAL IN
CORE, ONE PER PLANK.
(BY G.C.)
8 SECTION
3.0 SCALE: 3/4" = 1'-0"
GROUTING BUTT JOINTS
(BY G.C.)
t2" TOPPING-\
(BY G.C.)
8" U.S.—�
LAP VARIES e'a
e
STEP DOWN BEAM 4"
(BY G.C.)
t2" TOPPING
(BY G.C.)
SECONDARY POUR
(BY G.C.)
P—
AR CAST IN BEAM AT
6" U.S. 4'-0" O.C., #3 BAR CONT.
AND #4 x 1 —6" LG BAR
t 3/4" BRG. GROUTED IN CORE, ONE
PER PLANK.(BY G.C.)
4 SECTION
3.0 SCALE: 3/4" = 1'-0"
NOT USED
9 SECTION
3.0 SCALE: 3/4" = 1'—O"
t2" TOPPING 4 BAR CONT.
(BY G.C.) BY G.C.)
t2" TOPPING
(BY G.C.)
—a a00
O O 8„ U.S.
6" U.S. ° LAP VARIES
LAP VARIES e CAST W/ BEAM W/1 #4
BAR CONT. IN 4" SECTION
CONC. BEAM s ° (BY G.C.)
W/REINF. (BY G.C.) a. #,5 BAR CAST IN BEAM AT
4 —0' O.C., #4 BAR CONT.
AND #4 x 1 —6" LG BAR
GROUTED IN CORE, ONE
PER PLANK. (BY CC.)
13 SECTION
3.0 SCALE: 3/4" = 1'-0"
SECONDARY POUR
(BY G.C.)
#4 BAR CAST IN TOPPING
4'-0" O.C., AND
#3 BAR CONTINUOUS.
(BY G.C.)
t2" TOPPING
(BY G.C.)
00
6" U.S.
LAP VARIES
8" MASONRY WALL
W/REINF. (BY G.C.)
14 SECTION
3. o SCALE: 3/4" = 1'-0"
f2" TOPPING
(BY G.C.)
\-8" U.S.
3 1/2"t 3/4" BRG.
8" MASONRY WALL
W/REINF. (BY G.C.)
5 SECTION
3, o SCALE: 3/4" = 1'-0"
NOT USED
10 SECTION
3.0 SCALE: 3/4" = 1'-0"
SECONDARY POUR
(BY G.C.)
#4 BAR CAST IN BEAM AT
4'-0" O.C., #3 BAR CONT.
AND #4 x 1 —6" LG BAR
GROUTED IN CORE, ONE
PER PLANK.(BY G.C.)
t2" TOPPING
(BY G.C.)
6" U.S.
3 1/2"f 3/4" BRG.
15 SECTION
3.0 SCALE: 3/4" = 1'-0"
I.\��CI�]1I \t►`1
LOz/01/18