HomeMy WebLinkAboutApproved Drawingsti
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 V-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 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 t 1/4"
Saw Cut Units t 1/2"
Split Units t 1 1/2"
11. DESIGN LOADS:
Length f 1„
Thickness t 1/4"
Deviation From Square t 1"
2nd. FLOOR: 8" U.S. W/65 P.S.F. (L.L.= 40 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.= 25 P.S.F.)
& ±2" TOPPING
3rd. FLOOR: 6" U.S. W/100 P.S.F. (L.L.= 80 P.S.F. + D.L. 20 P.S.F.)
& ±2" 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,
PIPES, ETC. THESE GAPS SHALL BE FORMED AND POURED BY CONTRACTOR.
ALLOWABLE
LOADS
HOLLOW CORE (US) SCHEDULE
with
topping
no
topping
Rev.
Unit
No. Req.
2nd. FL
No. Req.
3rd. FL
L(incheq
L(FEET)
total
length
W(inches
Length
Width
Remarks
65
rMark
8" US-058
5
0
327
27.25
1635
48
27' 3"4'
0"
8" US-058
1
0
327
27.25
327
25.5
27' 3"2'
11/2"
SAWCUT
8" US-058
1
0
327
27.25
327
48
27' 3"
4' 0"
W/C.O.
2
8" US-038
3
0
159
13.25
477
48
13' 3"
4' 0"
3
8" US-038
1
0
69
5.75
69
48 1
5' 9"
4' 0"
3A
8" US-038 1
1
0
69
5.75
69
30.5
5' 9"
2' 61/2"
SAWCUT
4
8" US-038
0
238.5
19.88
954
48
19' 10 1/2"
4' 0"
4A
8" US-038
1
0
238.5
19.88
238.5
27
19' 10 1/2"
2' 3"
SAWCUT
4B
8" US-038
1
0
238.5
19.88
238.5
48
19' 10 1/2"
4' 0"
W/C.O.
5
8" US-038
4
0
86.5
7.21
346
48
7' 2 1/2"
4' 0"
6A
8" US-038
1
0
86.5
7.21
86.5
22 1
7' 2 1/2"
1' 10"
SAWCUT
100
20
6" US-037
E
0
118.5
9.88
711
48
9' 10 1/2"
4' 0"
20A
6" US-037
1
0
118.5
9.88
118.5
26
9' 10 1/2"
2' 2"
SAWCUT
65
50
8" US-058
0
7
327
27.25
2289
48
27' 3"
4' 0"
50A
8" US-058
C
1
327
27.25
327
26
27' 3"
2' 2"
SAWCUT
50B
8" US-058
0
1
327
27.25
327
33
27' 3"
2' 9"
SAWCUT
50C
8" US-058
0
1
327
27.25
327
48
27' 3"
4' 0"
W/C.O.
50D
8" US-058
0
1
327
27.25
327
41.5
27' 3"
3' 5 1/2"
SAWCUT
51
8" US-038
0
3
159
13.25
477
48
13' 3"
4' 0"
52
8" US-038
0
1
69
5.75
69
48
1 5' 9"
4' 0"
52A
8" US-038
0
1
69
5.75
69
30.5
5' 9"
2' 61/2"
SAWCUT
53A
8" US-038
0
1
163
13.58
163
34
13' 7"
2' 10"
SAWCUT
54
8" US-038
0
2
119
9.92
238
48
9' 11"
4' 0"
55A
8" US-058
0
1
119
9.92
1 119
19
9' 11"
1' 7"
SAWCUT
0
0
100
70
6" US-037
0
4
119
9.92
476
48
9' 11"
4' 0"
TOTAL
30
24
10805
900' 5"
MISCELLANEOUS MATERIALS SCHEDULE
REV.
MK. No.
MATERIAL
No Required
2nd. FLOOR
No Required
3rd. FLOOR
REMARKS
-
M-A
1/8"x3"x47" KOROLATH STRIPS
60
48
H.C. BEARING
ST. LU477 C._ ..
PY"FWED FOIL C A LIA 'CE
�VIL 1Y liL �
DXfE
PLANS AND rlStf NTTT Y tUST .. F. Irr. PT ON J03
OR NO nSPECTION WILL BE 1VIADE.
IBC)
[9_/27
j17
THESE PLANS AND ALL PROPOSED W'
ARE SUEJECT To ANY CORRECTIONS
REOUIRED EY FIELD INSPECTORS TH,
M1,y 8E NECESSARY IN ORDER TO
CO�•,PLY WIT" ALL APPLICABLE COD'
CONCEALED FASTENERS OR ATTACHM
ARE THE RESPONSI9ILITY OF THE
CONTRACTOR OF RECORD
RECEIVED
OCT 2 5 2017
PERRAITTING
St. Lucie County, FL
PRE-CAST/PRESTRESS ENGR.
JOHN P McGREW P.E.
FLORIDA P.E. NO: 26641
ENGR. DATE
SEAL
1 �� T
PROJECT:
MEDINA RESIDENCE
4876 WATERSONG WAY Ft. PIERCE
CONTR.: COASTAL CONST. & DESING
TEL.: (772)219-2180
APPROVED DATE
SHEET N0.
WO#:
P-17-6327
S P EL C t: A u T I C
Pre -Cast Specialties, LLC
1380 N.E. 48th. St. Pompano Beach, FL. 33064
PHONE: 954 781-4040 5$t.r A5_= 7BJ-; 11194
CHECKED DATE
J.C. 9/27/17
_
DATE
DESCRIPTION
BY
DRAWN DATE
J.B. 8/28/17
- REVISIONS
a
O
C
FRAMING SECOND FLOOR
A
8" U.S. W/65 P.S.F.
& t2" TOPPING
6" U.S. W/100 P.S.F.
& f2" TOPPING
74'-P"
�D
a
0
71'-8"
a
0
I
00
al
APPROVED ,, DRAWINGS
PRE-CAST/PRESTRESS ENGR.
9 26 17 JOHN P McGREW P.E.
FLORIDA P.E. NO: 26641
ENGR. DATE
SEAL
��� ( 1
r
PROJECT:
MEDINA RESIDENCE
4876 WATERSONt WAY Ft PIERCE
CONTR.: COASTAL CONST. & DESIGN
TEL.: (772)219-2180
APPROVED DATE
9/26/17
SHEET NO.
- 2.0 -
WD#
P-17-6327
c [ A L T I E
Pre -Cast Specialties, LLC
1380 N.E. 48th. St. Pompano Beach, FL. 3306
PHONE (954) 781-4040 FAX, 954-781-1194
CHECKED DATE
J.C. 9/27/17
-
-
_
DATE
DESCRIPTION
BY
DRAWN DATE
J.B. 8/28/17
REVISIONS —
u
THIRD FLOOR
1 n'-4"
54'-2"
1� 9'-4" 1�� 4� 25'-0" 5'-1""!, 21'-5"
8" U.S. W/65 P.S.F
& f2" TOPPING
6" U.S. W/100 P.S.F.
i
& t2" TOPPING
67'-10"
p - I -
DATE DESCRIPTION
— REVISIONS —
ENGR. DATE
SEAL
��l�
I�tI�I h
CHECKED DATE
J.C. 9/27/17
_
BY
DRAWN DATE
J. B. 8/28/17
10*11110I611111
0
M
a1
APPROVED DRAWINGS
MEDINA RESIDENCE
4876 WATERSONG WAY Ft PIERCE
CONTR.: COASTAL CONST. Sc DESIGN
TEL.: (772)219-2180
PRE-CAST/PRESTRESS ENGR.
g 2 17 JOHN P McGREW P.E.
FLORIDA P.E. NO: 26641
APPROVED SHEE 2 1❑— P- 1'7-6327
P
Pre -Cast Specialties, LLC
ME, 48th. St, Pompano Beach, FL, 330
(954) 781-4040 FAX, 954-781.1194
f2" TOPPING
(by G.C.)
SECONDARY POUR
(by G.C.) . L
#4 BAR CAST IN BEAM AT--,.It",\-8" U.S.
4'-0" O.C., #3 BAR CONT.
AND #4 x 1 -6" LG BAR 3 1 2"t 3 4" BF
GROUTED IN CORE, ONE
PER PLANK. (by G.C.)
8" MASONRY WALL
W/REINF. (by G.C.)
1 SECTION
3.0 SCALE: 3/4" = 1'-0"
GROUTING BUTT JOINTS
(by G.C.) t2 T (by G.IC )
8" U.S.-j r i 8" U.S.
3" t 1 2" BRG. 3"f 1 2" BRG.
#4 HOOKED BAR CAST IN
8" MASONRY WALL BEAM ® 4'-0" O.0 &
REINF. (by G.C. AND #4 BAR HORIZONTAL IN
W
/ ) CORE, ONE PER PLANK.
(by G.C.)
6 SECTION
3. o SCALE: 3/4" = 1'-D"
SECONDARY POUR
(by G.C.)
#4 BAR CAST IN TOPPING
4'-0" O.C., AND
3 BAR CONTINUOUS.
by G.C.)
t2" TOPPIN
(by G.C.
�• 0 0
8" U.S.
LAP VARIES
8" CONC. BEAM
CB-8 (by G.C.)
11 SECTION
3 00 SCALE: 3/4" = 1'-0"
SECONDARY POUR
(by G.C.)
#4 BAR CAST IN TOPPING
4'-0" D.C., AND
#3 BAR CONTINUOUS.
by G.C.)
t2" TOPPIN�
(by G.C.
!3
U.S.
LAP VARIES
8" MASONRY WALL
W/REINF. (by G.C.)
2 SECTION
3.0 SCALE: 3/4" = 1'-0"
#4 BAR CAST IN TOPPING
4'-0" O.C., AND
t2" TOtVARIES
#3 BAR CONTINUOUS.
(by (by G.C.)
SECONDARY POUR
(by G.C.)
d a
8" U.S°
LAP n
8" MASONRY WALL-
W/REINF. (by G.C.)
rySECTION
3.0 SCALE: 3/4" = 7-0"
#5 BAR CAST IN BEAM AT
4'-0" O.C., #4 BAR CONT. &
#4x 1'-6" LG BAR GROUTED IN
CORE, ONE PER PLANK.
(by G.C) t2" TOPPIN
t2" OPPIN (by G.C.
(Tby G.C�
00 ° d .
#5 BAR CAST IN BEAM AT #5 BAR CAST IN BEAM AT
4' -0" O.C., #4 BAR CONT. & 4'-0" O.C., #4 BAR CONT. &
#4x 1'-6" LG BAR GROUTED IN t2" TOPPIN 2" TOPPING #4x 1'-6" LG BAR GROUTED IN
CORE, ONE PER PLANK. (by G.C� tby G.C.) CORE, ONE PER PLANK.
(by G.C) (by G.C)
t2" TOPPIN� d -- - -- -?'. _ -- .. #by G.C)
1.
0 0
8" U.S. 8' U.S. e <
6" U.S. d ° 6" U.S.
3 1 2"t 3 4" BRG. ° LAP VARIES LAP VARIES 3 t1 2" BRG.
° CAST W/BEAM W1x4 CAST W/BEAM W1x4 d
CONCRETE BEAM BAR CONT. IN 4" SECTION BAR CONT. IN 4" SECTION CONCRETE BEAM
CB-5 (by G.C.) a° (BY G.C.) (BY G.C.) a CB-5 (by G.C.)
3 SECTION_ 4 SECTION
3.0 SCALE: 3/4" = 7'-0" q.0 SCALE: 3/4" = 1'-0'°
SLAB (BY G.C.)
8" U.S. J �8" U.S.
3 1 2"t 3/4" BRG.
LAP VARIES
CAST W/BEAM W1x4
CONCRETE BEAM -�- BAR CONT. IN 4" SECTION
CB-5 (by G.C.) a (BY G.C.)
12 SECTION
3 00 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.)
.. < k L
'-6" U.S.
a 3 1 2"t 3 4" BRG
8" MASONRY WALL
W/REINF. (by G.C.)
a SECTION
3.0 SCALE: 3/;" = 1'-O"
0
DESCRIPTION
REVISIONS
SECONDARY POUR
(by G.C.)
#4 BAR CAST IN TOPPING
4'-0" O.C., AND
3 BAR CONTINUOUS.
by G.C.)
f2" TOPPIN�
(by G.C.
�.; 0 O
e' 6" U.S.
LAP VARIES
8" MASONRY WALL
W/REINF. (by G.C.)
9 SECTION
3.0 SCALE: 3/4" = 1'-0"
ENGR
CHECKED
_ J.C.
BY DRAWN
J.B.
DATE SEAL
DATE
9/27/17
DATE
8/28/17
GROUTING BUTT
(by G.C.)
00
8" U.S.-/
LAP VARIES
8" MASONRY WALL —
W/REINF. (by G.C.)
t2" TOPPING
(by G.C.)
�1. 0O
8" U.S.
LAP VARIES
#4 HOOKED BAR CAST IN
BEAM ® 4'-0" O.C.,
AND #3 BAR CONT.
(by G.C.)
5 SECTION
3.0 SCALE: 3/4" = 1'-0"
#4 BAR CASTAPOURN
4'-0" O.C.,
3 BAR CONt2" TOPPIN�
by G.C.)(by G.C.
SECOND(by- - - -t2" TOPPING00(by G.C.)8"U.S.
6" U.S
LAP VARIES
8" MASONRY WALL
W/REINF. (by G.C.)
10 SECTION
3.0 SCALE: 3/4" = 1'-0"
APPROVED DRAWINGS
PROJECT:
MEDINA RESIDENCE
4876 WATERSONG WAY Ft. PIERCE
CONTR.: COASTAL CONST, & DESIGN
TEL.: (772)219-2180
9 27 17 PRE-CAST/PRESTRESS ENGR.
JOHN P McGREW P.E.
FLORIDA P.E. NO: 26641
APPROVED DATE SHEET NO. WO#:
9/26/17 - 3.0 - P-17-6327
S: P E G I A II I V 5
Pre —Cast Specialties, LLC
1380 N.E. 48th. St. Pompano Beact�,;,FL. 3