15-215-001. S. GENERAL NOTES
1. HOLES: Holes are by others unless otherwise indicated.
4 d t d w °thout rior written oaproval from
=ields -cut holes thru the units may not cut pres resse s an s p
Pre -Cast Specialties Inc. Engineering Department.
® UNIT
No Req sired
LENGTH
"^
WIDfl1- "
f2" TOPPING
2nd. F .00R
1
6 "US -077
t2" TOPPING
22' -8"
4' -0"
-
�D
66 "US -077
(by G.C.)
22' -8"
3' -10 1/2"
SAWCUT
(by G.C.)
t 2. VERTICAL RISERS: The general contractor shall insure that vertical risers, etc., do not interfere with
2
SECONDARY POUR
2' -9"
SAWCUT
C�_?)
SECONDARY POUR
2
22' -8"
4' -0"
= placement of Hollow Core units.
I
OA
(by G.C.)
1
—:
3' -5 1/2"
(by G.C.)
()B
6 "US -037
1
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.
2'-8 1/2"
SAWCUT
�`
0
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I
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4. DIMENSIONS AND DETAILS: The customer and /or his agent will be responsible for all dimension and
- -
(by BAR CONTINUOUS.
:
details taken from the contract drawings and shown hereon. PCSI will not be responsible for any changes
#5 BAR CAST IN BEAM AT
(by G.C.)
`.
made after approval of these drawings.
g
4' -0" O.C., (2) .#5 BAR CONT.
6" U.S.
6" U.S.
5. ROOF UNITS: Slight vertical movement of precast concrete roof units is anticipated but can be reduced
AND 4 x 4` -0' LG BAR
# "
_
3 1 2 "f 3/4- BRG.
LAP VARIES
by proper insulation. PCSI recommends o physical separation of the plaster at the intersection of
p y p p
GROUTED IN EA. JOIN 24
'
:
d non- bearing walls and ceilings.
(by G.C.)
6. CAMBER: Comber is an inherent condition in all prestressed flexural members and the general contractor -
24"
10" OR 8" MASONRY WAL
10" OR 8" MASONRY WALL
E shall make allowances for same. If additional thickness of topping is needed for leveling puroses, contact
1/2'
W /REINF.
8" OR 10" CONC. BEAM
W /REINF. (by G.C.)
our engineering department for approval. Highest estimated camber at time of erection:
(by G.C.)
(by G.C.)
g
7. CONCRETE: Strength of concrete shall be a minimum of 6000 psi at 28 days. Structural topping where
8" OR 10" CONC. BEAM
(by G.C.)
_
} specified shall be of 3000 psi 28 day strength concrete, with fiber reinforced.
The thickness of such topping shall be a minimum of 2 inches at the center of the span and may vary
SECTION
E E
'1
N
cue to camber or deflection from the center to the supports as required for a level surface. The topping
l
pour and all materials required some ore by others.
1
SCALE: 3/4" = 1' -0"
1 SCALE: 3/4" = 1 ` -V
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 c,--'re
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
4 A.NY TOPPING BEING APPLIED TO HOLLOW CORE SLABS.
a
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
I first two digits following the letter HC or US in the designation.
10. TOLERANCES:
Width
1 Full Width Units f 1/4" Length f 1"
Saw Cut Units t 1/2- Thickness f 114-
Split Units t 1 1/2" Deviation From Square f 1"
8" 60-1 " 8"
11. DESIGN LOADS:
ANGLE
I
2nd. FLOOR: 6" U.S. W/57 P.S.F. (L. L.= 40 P.S.F. + D.L.= 17 P.S.F.)
/-5*x5*x3/8*
& t2" BER REINFORCED CONCRETE TOPPING
I
I
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 hove 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
PLAN 7 "x8 0x1/2 "x7" LG.
maximum fire resistance of one (1) hour, unless indicated otherwise
ANGLE EACH END
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.
1/4" SHOP WELD
15. TIE BEAMS: Tie beams must be true, level and free of knots. If precast perimeter beams or knockout
7„
BOTH LEGS OF
t
clocks are used, they must be COMPLETELY FILLED.
5 "x5 "x3/8" ANGLE
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 ali 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.
to
iO
n
a TI iS 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
`
r
— — — — — i — — — — i —
— — —
BY G.C. PRIOR TO TOPPING TO INSURE ADEOUATE BOND STRENGTH.
SEE
- TIE BEAMS MUST BE TRUE, LEVEL AND FREE OF KNOTS. IF PRECAST PERIMETER BEAMS OR KNOCKOUT BLOCKS
SECTION
ARE USED, THEY MUST BE COMPLETELY FILLED.
_
t _ DOWN-1- SLABS ARE SET AND GROUTED'n�tD "ACC DEAD w
ALL NON csEAttiiJG WALLS SiiOiiLtTi?E HEiD
.
LOADS ARE APPLIED TO THE SLABS BEFORE DRY PACKING THE GAP BETWEEN THE NON '?EARING WALL AND_
ThE SLAB. _
Ms S ECTION (6 "HC)
ELEVATION
- Dowels must be placed in the beams in a manner to allow the proper bearing of our product as detailed
this item may delay the erection of these product with
+ 9 O SCALE: 1 1/2" = V-0"
° in our different sections. Non compliance with
additional cost to the General Contractor.
- SAFETY RLQUIREMENTS:
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.
'
- w\,AUM BEARING: 2" BEARING IS STRUCTURALLY ACCEPTABLE, GENERAL CONTRACTOR MUST ADD 2 #5 REBAR
e3' -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
SHALL BE FORTED
( BETWEEN SLABS AND OR WAL S. FIELD SPLIT SLABS WILL HAVE A ROUGH EDGE GAP, ALL GAPS
CUTOUTS /NOTCHOUTS: TOLERANCE GAPS MAY OCCUR AROUND COLUMNS, BEAMSREBAR,
AND POURED BY CONTRACTOR.
a
PIPES, ETC. THESE GAPS SHALL BE FORMED AND POURED BY CONTRACTOR.
CONTRACTOR .NOTE:
SAFETY
PROTECTION
r
ROTECTION
OF
ALL
HOLES
BY G.C. (TYP. � .
�I
ALLOWABLE :E HOLLOW
LOADS
5.7 �
I H
CC RE (US) SCHEDULE �
MARK
® UNIT
No Req sired
LENGTH
"^
WIDfl1- "
- n RlfHARKS
2nd. F .00R
1
6 "US -077
4
22' -8"
4' -0"
-
�D
66 "US -077
1
22' -8"
3' -10 1/2"
SAWCUT
(1, DB
6 "US -077
2
22, -8"
2' -9"
SAWCUT
C�_?)
6 "US -077
2
22' -8"
4' -0"
—
OA
6 "US -037
1
11' -10"
3' -5 1/2"
SAWCUT
()B
6 "US -037
1
11' -10"
2'-8 1/2"
SAWCUT
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I
HANGAR (H, SCHEDULE
REV.
MK. No.
UNIT
No Required
, ENGTH
�!
REMARKS
2nd. FLOOR
A
H1
MS 901
1
6' -1"
3/8 "x5 "x5" ANGLL
APPROVED D._�AWINNG
FEB 0 2 2015
.W6
4 - PO
ANV
SCEIED ME R SE MONS 'c GI NERAL NOTES
P I; C7. APPROVED DATE SHEET NO. WO #:
d
01/29/15 1 P -15 -5972
Reef ~IOAI TO _MUNILI A R- 1,SIDENCE
59v "w SW 8� SM � ` SOUTY MIAM' FL. 33143
r
OTNTR.: FLGR:,,zA Bi ILDIRS GR(UP
"L • (305) 278 -0098
F i ..
PRE -CAST /PRESTRESS ENGR.
JOHN P. McGREW, P.E.
FLORIDA P.E. NO: 26641
=3
Pre —Cost Specidties, Inc.
1380 N.E. 48th. St. Pompano Beach, FL. 33064
PHONE: 954 7 31 -4040 ._AX: 954 -781 -1194
ENGR. DATE
SEAL
Jo
}�4�,
r
co, ct °t' tI
CHECKED DATE
J.C. 01/30/15
_
DATE
DESCRIPTION
BY
DRAWN DATE_
O.M. 01/24/158
REVISIONS
FEB 0 2 2015
.W6
4 - PO
ANV
SCEIED ME R SE MONS 'c GI NERAL NOTES
P I; C7. APPROVED DATE SHEET NO. WO #:
d
01/29/15 1 P -15 -5972
Reef ~IOAI TO _MUNILI A R- 1,SIDENCE
59v "w SW 8� SM � ` SOUTY MIAM' FL. 33143
r
OTNTR.: FLGR:,,zA Bi ILDIRS GR(UP
"L • (305) 278 -0098
F i ..
PRE -CAST /PRESTRESS ENGR.
JOHN P. McGREW, P.E.
FLORIDA P.E. NO: 26641
=3
Pre —Cost Specidties, Inc.
1380 N.E. 48th. St. Pompano Beach, FL. 33064
PHONE: 954 7 31 -4040 ._AX: 954 -781 -1194