HomeMy WebLinkAboutBuilding Plans,
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 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 same. If additional thickness of topping is needed for leveling purposes, contact
our engineering department for approval. Highest estimated camber at time of erection: __
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 weldeC 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 same 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 t 1/4"
Saw Cut Units t 1/2"
Split Units t 1 1/2"
11. DESIGN LOADS:
Length t 1"
Thickness t 1/4"
Deviation From Square t 1"
2nd. FLOOR: 8" U.S. W/65 P.S.F. (L.L.= 4O P.S.F. + D.L.= 25 P.S.F.)
& ±2" TOPPING
2nd. FLOOR: 6" U.S. W/100 P.S.F. (L.L.= 80 P.S.F. + D.L.= 20 P.S.F.)
& ±2" TOPPING
3rd. FLOOR: 8" U.S. W/65 P.S.F. (L.L.= 40 P.S.F. + D.L.= e5 P.S.F.)
& ±2" TOPPING
3rd. FLOOR: 6" U.S. W/100 P.S.F
& t TOPPING
L.L.= 80 P.S.F. + D.L.= 20 P.S.F.)
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 drawing§ are structural quality,
any rework/finishing necessary for final architectural appearance is by ®-hers.
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.
N
I
1'-11"
6'-3"
0
1'-2"
fflw
6'-3"
4'-7y2"
50A
1 '-2"
52A
-44„
ALLO DS ALE
HOLLOW CORE (US) ;
with
toppin{
no
topping
Rev.
Mark
Unit
No. Req.
2nd. FL
No. Req.
3rd. Fl.
L( inches)
( FEET L 1
total
length
Wlinc
65
1A
8" US-038
2
0
238
19.83
476
30.!
16
8"US-038
1
0
238
19.83
238
29
1C
8" US-038
1
0
238
19.83
238
48
2A
8" US-038
2
0
54
4.5 0
108
25.5
2B
8" US-038
1
0
54
4.50
54
27.5
2C
8" US-038
1
0
54
4.50
54
32.5
21D
8" US-038
1
0
54
4.50
54
34.5
3A
8" US-038
2
0
124.5
10.38
249
27
4
8" US-038
3
0
181
15.08
543
48
4A
8" US-038
1
0
181
15.08
181
38
5
8" US-068
2
0
368.5
30.71
737
48
5A
8" US-068
1
0
368.5
30.71
368.5
25.5
5B
8" US-068
1
0
368.5
30.71
368.5
32.5
6
8" US-038
5
0
233
19,42
1165
48
6A
8" US-038
1
0
233
19.42
233
22
7A
8" US-038
1
0
95
7.92
95
35.5
8A
8" US-038
1
0
171
14.25
171
34.5
9A
8" US-038
2
0
235
19.58
470
30.5
9B
8" US-038
1
0
235
19.58
235
27
C10
8" US-038+028 TS
1
0
263
21.92
263
48
C10A
8" US-038+028 TS
2
0
263
21.92
526
28
C11
8" US-038+028 TS
1
0
259
21.58
259
48
C11A
8" US-038+028 TS
2
0
259
21.58
518
28
100
30
6" US-037
1
0
198
16.50
198
48
30A
6" US-037
1
0
198
16.50
198
37.5
C31
6" US-037+027 TS
6
0
173.5
14.46
1041
48
C31A
6" US-037+027 TS
1
0
173.5
14.46
173.5
32
32A
6" US-037
2
0
115
9.58
230
36
32B
6" US-037
2
0
115
9.58
230
37
C33
6" US-037+027 TS
8
0
75.5
6.29
604
qg
C33A
6" US-037+027 TS
2
0
75.5
6.29
151
30.5
C33B
6" US-037+027 TS
2
0
75.5
6.29
151
36
65
50
8" US-038
0
4
238
19.83
952
48
50A
8" US-038
0
1
238
19.83
238
48
51
8"US-038
0
4
181
15.08
724
48
52A
8" US-038
0
1
'_32.5
19.38
232.5
48
53
8" US 068
0
2
68.5
30.71
737
48
53A
8" US-068
0
1
168.5
30.71
368.5
32.5
53B
8" US-068
1
68.5
30.71
368,5
27
54A
8" US-038
0
1
95
7.92
95
35.5
55A
8" US-038
0
1
171
14.25
171
34.5
56
8" US-038
0
4
235
19.58
940
48
57
8" US-038
0
5
233
19.42
1165
48
57A
8" US-038
0
1
233
19.42
233
22
0
0
100
80
6"US-037
0
1
198
16.50
198
48
80A
6" US-037
0
1
198
16.50
198
37.5
81
6" US-057
0
2
! 229
19.08
458
48
81A
6" US-057
0
2
229 1
19.08 1
458 1
25.5
81B
6" US-057
0
2
229
19.08
458
36.5
TOTAL
61
34
18575
MISCELLANEOUS MATERIALS SCHEI
REV.
MK. No.
MATERIAL
N" Required
2nd. FLOOR
N° Required
3rd, FLOOR
-
M-A
1/811x3"x47" KOROLATH STRIPS
122
68
-
M-8
#5x14 CANTILIVER PINS
25
0
ENGR. DATE SEAL \�
CHECKED DATE "C
J.C. 9/15/17 �`� V I'�
DATI DESCRIPTION BY DRAWN DATE
REVISIONS J.B. 8/17/17
I
ST. LUCIE COL. WB
REVIEWED FOR VOINI
REVIEWED BY I
DATE
PLANS ANC PE FfI T
OR NO INSPECTION W
PROJECT:
SIMMERMACHER RESII
7912 S. OCEAN Dr. JENSEN I
CONTR.: COASTAL CONSTRUCTION &
TEL.: (772)219-2180
SECOND FLOOR
FRAMING PLAN
SCALE: 1/4'=1'-0'
8" U.S. W/65 P.S.F
& f2" TOPPING
6" U.S. W/100 P.S.F.
i
& t2" TOPPING
APPROVED DRAWINGS
9 15 17
IN
0 THIRD FLOOR
FRAMING PLAN
SCALE: 1/4"=1 C
8" U.S. W/65 P.S.F
& t2" TOPPING
a
C
U
6" U.S. W/100 P.S.F.
i
& ±2$1 TOPPING
50'-6"
a
Ln
APPROVED DRAWINGS
9 15 1 '7
0
SECONDARY POUR
(by G.C.)
#4 BAR CAST IN TOPPING
4 -0" O.C., AND
3 BAR CONTINUOUS.
by G.C.)
t2" TOPPIJ
(by C.
F O O --
6" U.S.
LAP VARIES
8" MASONRY WALL
W/REINF. (by G.C.)
i � SECTION
�3.0) SCALE: 3/4" = 1'-0"
VBAR CAST IN BEAM AT
0" O.C., #4 BAR CONT.
AND #4 x 1 -6" LG BAR
GROUTED IN CORE, ONE
PER PLANK. (BY GC.)
t2" TOPPING #4 BAR CONT.
(BY G.C.) (BY G.C.)
t2" TOPPING
(BY G.C.)
6" U.S. O O
3 1 2" t 3 4" BRG. 6" U.S.
CAST W/ BEAM W/1 #4 R.A
BAR CONT. IN 4" SECTION
° ' • . CONC. BEAM
(BY G.C.)
W/REINF. (BY G.C.)
#5 BAR FROM
FILL CELL ON
1 -0' (BY G.C.)
s SECTION
3. o SCALE: 3/4" = 1'-0"
#5 REBAR W/3" HOOK,
DRILL & EPDXY MIN. 6"
INTO BEAM ONE PER PLANK
(by PCSI ERECTOR)
- RAILS
(by G.C.)
- SEC NDARY POUR
gby G.C.
4„
EDGE
POUR
(BY CANTILEVER
G.C.) 4'-6„
3 BAR CONT. AND
4 BAR GROUTED IN
CORE, ONE PER PLANK.
(by G.C.)
W/REINF. (by G.C.)
8" MASONRY WALL
#4 BAR CONT.
(BY G.C.)
TOPPING
(BY G.C.)
SECONDARY POUR
(by G.C.)
#4 BAR CAST IN TOPPING
4'-0- O.C., AND
3 BAR CONTINUOUS.
by G.C.)
GROUTING BUTT
(by G.C.)
f2 TOPPING
(by G.C.)
007
8" U.S.
LAP VARIES
8" MASONRY WALL
W/REINF. (by G.C.)
z SECTION
3• o SCALE: 3/4"
8" U.S.
3"t 1/2" BRG
CONT. BEAM
by G.C.)
,. r
° as,
=3_
G. ;
#5BAR FROM
FILL CELL DIN (BY G.C.)
a
CONC. BEAM
W/REINF. (BY G.C.)
11 SECTION
3. o SCALE: 3/4" = 1'-0"
t2" TOPPING
(by G.C.)
.a \- 81 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.)
rfSECTION
3. SCALE: 3/4" = 1'-0"
TOPPING
(BY G.C.)
\-8" U.S.
,3 1 /2"t 3/4" BRG.
CAST W/ BEAM W/1 #4
BAR CONT. IN 4" SECTION
(BY G.C.)
— #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 GC.)
1 �l •I T/l ff lllal/�
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.)
3 SECTION
3 J0 SCALE: 3/4"
SECONDARY POUR
(by G.C.)
#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 G.C.)
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.)
\�8" U.S.
3 1 2"t 3/4" Bf
8" MASONRY WALL
W/REINF. (by G.C.)
a SECTION
3 0 SCALE: 3/4"
t2" TOPPING
PAM
I "S MERE
6" U.S.
a.
L
3 }" t J" BRG.
#5 REBAR W/3" HOOK,
DRILL & EPDXY MIN. 6"
INTO BEAM ONE PER PLANK
�(by PCSI ERECTOR)
8" MASONRY WALL
W/REINF. (by G.C.)
t2" TOPPING
(BY G.C.)
t2" TOPPING
i (BY G.C.)
O j.4
#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 GC,)
t2" TOPPING
(BY G.C.)
#4 BAR CONT.
(BY G.C.)
t2" TOPPING
(BY G.C.)
8" U.S. J
6" U.S.
8„ U.S.
LAP VARIESBRG.
.
3 1 2't
3 4' BRG.
CAST W/ BEAM W/1 #4
d
BAR CONT. IN 4" SECTION
#5 BAR FROM
(BY G.C.)
FILL CELL ON (BY G.C.)
CAST W/ BEAM
W/1 #4
R
BAR CONT.
IN 4" SECTION
BAR FROM
8" MASONRY WALL
#5 BAR CAST IN BEAM AT W/REINF. (BY G.C.)
( BY G.C.)
°
°
FILL
FILL CELL DIN (BY G.C.)
4 -0 O.C., #4 BAR CONT.
AND #4 x 1 -6" LG BAR
CONC. BEAM
GROUTED IN CORE, ONE
W/REINF. (BY G.C.)
PER PLANK. (BY GC.)
1,-0„
4 SECTION
5
SECTION
3. o SCALE: 3/4" = 1'-0"
3 o
SCALE: 3/4" = 1'-0"
3 BAR CONT. AND
4 BAR GROUTED IN
CORE, ONE PER PLANK.
(by G.C.)
SECONDARY POUR
(by G.C.)
4"
EDGE
POUR
(BY
G.C.) CANTILEVER
LINE INDICATE CB-1
BEYOND
BOND BEAM W/REINF.
(by G.C.)
RAILS -
(by G.C.)
SECONDARY POUR -
by G.C.)
1z SECTION
3. o SCALE: 3/4" = 1'-0"
4"
a
EDGE
POUR
CANTILEVER (BY
1'-0" G.C.)
3 BAR CONT, AND
4 BAR GROUTED IN
CORE, ONE PER PLANK.
(by G.C.)
#4 HOOKED BAR CAST IN
BEAM ® 4'-0" O.0 &
AND #4 BAR HORIZONTAL IN
CORE, ONE PER PLANK.
(by G.C.)
t2" TOPPING
(by G.C.)
8" U.S
#5 REBAR W/3" HOOK,
DRILL & EPDXY MIN. 6"
INTO BEAM ONE PER PLANK
(by PCSI ERECTOR)
9 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.)
POUR IN PLACE t2" TOPPING
(BY G.C.) (BY G.C.)
d' a,
e
B. U.S.
#5 BAR CAST IN BEAM AT 3 1 2"t 3/4" BRG.
4'-0" O.C., #4 BAR CONT.
AND #4 x 1 -6" LG BAR
GROUTED IN CORE, ONE
PER PLANK. (BY GC.) 8" MASONRY WALL
W/REINF. (G.C.)
io SECTION
3. SCALE: 3/4" = 1'-0"
f2" TOPPINQ
(by G.C.
� -OO-
�••
a' A.
8" U.S.
GAP VARIES
8" MASONRY WALL
W/REINF. (by G.C.)
13 SECTION
3, o SCALE: 3/4" = 1'-0"
GROUTING BUTT
(by G.C.)
6" U.S.-j
3 1 /2" t 3/4" BRG.
CONT. BEAM
by G.C.)
t2" TOPPING
(by G.C.)
° 6" U.S.
3 1 /2" t 3/4" BRG.
#4 HOOKED BAR CAST IN
BEAM ® 4'-0" O.0 &
AND #4 BAR HORIZONTAL IN
CORE, ONE PER PLANK.
(by G.C.)
14 SECTION
3, o SCALE: 3/4" = 1'-0"
APPROVED DRAWINGS
ENGR. DATE
SEAL
`�
01 ��
PROJECT:
SIMMERMACHER RESIDENCE
APPROVED DATE
8/28/17
SHEET NO.
- 3.0 -
WO#:
P-17-6323
S P E C FO t TT I Z 8
OPY
Pre —Cast Specialties, LLC
1380 N.E. 48th. St. Pompano Beach, FL. 33064
PHONE: 954 781-4040 FAX: 954-781-1194
CHECKED DATE
J.C. 9/15/17
7912 S. OCEAN Dr JENSEN BEACH
CONTR.: COASTAL CONSTRUCTION & DESIGN
TEL.: 772 219-2180
-
-
_
DATE
DESCRIPTION
BY
DRAWN DATE
J.H. 8/17/17
— REVISIONS