HomeMy WebLinkAboutShop DrawingAin,. GENERAL NOTES
1. HOLES: Holes am by others unless otherwise indicated.
Fields -cut holes thm the units may not cut prestressed strands without prior written approval from
Pre -Cast Specialties LLC. Engineering DepartmenL
2. VERTICAL RISERS: The general contractor shall insum that vertical risers, ate., do not interfem with
placement of Hollow Core units.
3. HANDLING: Hollow Coro units may not be lifted by ineerUng hooks, bars or other lifting devices into the
voids, and may not be inverted. Hallow Core unite must be lifted 1'-O' from the and 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. PCS U.C. will not be responsible for any changes
mode after approval of these drawings.
S. ROOF UNITS: Slight vertical, movement of precast concrete roof units is anticipated but can be reduced
by proper insulation. PCS U.C. recommends a physical sepom8on of the plaster at the intersection of
non -bearing walls and ceilings.
S. CAMBER: Camber is an inherent condition in all prestressed flexuml members and the general contractor
shall make aaovini for same. It additional thickness of topping is needed for leveling purposes, contact
our engineering department for approval. Highest estimated comber. 1 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 wim mesh.
or fiber reinfomed concrete.
The thickness of such topping shall be a minimum of 2 inches at the center of the span and may vary
due to comber or deflection from the canter to the supports as required for a level surface. The topping
pour and all materials required some am by others.
S. GROUTING: NI joints between slabs shelf be fully packed with a pourable grout consisting of 1. part
Portland Cement to 3 parts clean mnd. The grouted deck shall be allowed to cum before removing any
leveling shows, cutting any hole, of 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 wim, 7/16' dia., tensioned to 21700 lbs. each for 6' planks
(7 wim, 1/2' dia., tensioned to 28900 lbs. for 8' & 10' planks). The number of strands am indicated by the
first two digits following the letter HC or US in the designation.
10. TOLERANCES:
Width
Full Width Unit t 1/4' Length t 1'
Saw Cut Unit t 1/2' Thiclmem d: 114" "
Split Units t 1 1/2' Deviation. From Square d: 1
11. DESIGN LOADS.
2ND. FLOOR:-6" U.S. W/73 P.S.F. (L.L.=40 P.S.F. + D.L= 33 P.S.F.)
& t 2" TOPPING TO 4" TOPPING
2ND. FLOOR: 8" U.S. W/73 P.S.F. (L.L.=40 P.S.F. + D.L.= 33. P.S.F.)
& t 2" TOPPING
3RD. FLOOR: 6" U.S. W/73 P.S.F. (L.L=40 P.S.F. + D.L.= 33 P.S.F.)
& t 2" TOPPING TO 4" TOPPING
3RD. FLOOR: 6" U.S. W/73 P.S.F. (LL.=40 P.S.F. + D.L.= 33 P.S.F.)
& t 2" TOPPING TO 3" TOPPING
3RD. FLOOR: 8" U.S. W/73 P.S.F. (L.L=40 P.S.F. + D.L= 33 P.S.F.)
& t 2" TOPPING
12. Minor .cracking (hairline and tension) will occur in precast/prestressed conemte created by shrinkage
of concrete and temporary loads during production, transportation or erection without being structurally
detrimental to the unit. 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: NI Preco rt/Prestressed concrete product shown on these shop drawings have a
maximum rim resistance of one (1) hour, unless indicated otherwise
14. All Precast/Prestressed concrete products shown on these shop drawings am structural quality,
any meork/finishing necessary for final architectuml appearance is by others.
15. TIE BEAMS. Tie beams must be true, level and free of knot. If precast perimeter beams or. knockout
blocks am used, they must be COMPLETELY FILLED.
16. ACCESS: General Contractor agrees to provide and maintain for the duration of precast installation,
stabilzed access, acceptable to PCs LLC. m trucks and cranes can move under their own power to
various point of erection with no overhead obstruction. Customer accept all IiabTty for de0varies beyond
the curb fine, including all underground utilities and cast for Ions of time. PCs U.C. reserves the right to stop
deliveries and/or erection in the event such conditions am not provided.
A THIS SYMBOL INDICATES SAWCUT OR SPLIT EDGE OF HOLLOW CORE PLANKS,
- WHERE STRUCTURAL TOPPING IS TO BE APPLIED, PLAHKS'ARE TD BE THOROUGHLY CLEANED AND PREPARED
BY C.C. PRIOR TO TOPPING TO INSURE ADEQUATE BONO 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 U. .
- Dowels must be placed in the beano 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 Gameml Contractor.
- SAFETY REQUI ENR .
ALL SAFETY RULING AND HOLE PROTECTION VIA SECURED PLYWOOD ARE Br C.O. IMMEDIATELY AFTER PRECAST/
PRESTRESSED I/AMIIALS ARE INSTALLED. GROUTING WILL NOT TAKE PLACE UNTIL ALL HOLES & RAILING ARE IN
PUKE BY C.C. '
- AaMMUM Sum. 2' BEARING is S rnlicr aRALLY ACCEPTAe E, GENENAL CONMACTOR MU6T ADD 2 N' REBAR
6S`_' LINO WITH V HOOK AT EDGE POUR PER SLAB. BEARING I= THAN Z' MUST BE APPROVED
BY PCs LLC. ENGMML
- SPUT' SUBS .(NAR ROW OOWN): DUE TO LNNUFACIURSNG & CONSTRUCTION TOIERAHCES THERE MAY BE A GAPS
BETWEEN MAW AND OR Wuie FIELD SPLIT SLABS WILL HAVE A RC 1rH EDGE GAP. ALL CAPS SHALL BE FORMED
AND POURED BCTOR r CONTRACUW Ti9/NOTCHOUIS. TOLERANCE GAPS MAY OCCUR AROUND COLUMNS, BF/1MS REBAR,
PIPES, LTC. THESE GAPS SHALL BE FORMED AND POURED BY CONTRACTOR.
- ALL CONNECTIONS MID SUPPORTS ON THE PRECAST SHOP DRAWINGS HAVE BEEN FROM THE CONTRACT DRAWINGS,
PCS, LTC AND OBSS. ANC DOES NOT ASSUME RESPONSIBILITY FOR THESE CONNECTIONS
GC lD VWFr ALL CONNECTIONS WITH THE OfarIKAL CONSTMICIION OHA1WNlL5 IIPoOR TO INSTAlUTION
SHQP' DRAWINQREVIEW
THIS REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT &
CONTRACT DOCUMENTS. THE CONTRACTOR REMAINS RESPONSIBLE FOR:
A. COMPLIANCE W1TV TIRE DRAWINGS & SPE,:IFICATIONS.
E. CONFORMINIG AND CORRELATING QUANTITIES AND DIMENSIONS.
C. SELECTING F.! :iE!CA1'1ON f R0C.ESSES u TECHN!OUES OF CONSTRUCTION
D. 000RDINa.! lO.N or His wr K WITH OtHE.R TRADES.-
E. PERFORMINK; "revs wt)R:: N A SAFE UND S,CrISFACTORY MANNER.
IT IS UNDERSTOOD THAT THE ENGINEER'S N071AT IOTA ON THE SUBMITTALS
is NOT T E CONsTRUCED AS AUTHORIZATION FOR ADDITIONAL WdRK OR
ADD �NAL COST.
NO EXCEPTION TAKEN ❑ REVISE AND RESUBMIT
J MA ORRECTI �TS N ED ❑ REJECTED
$Y: / ' DATE:,
re
. II I I- II Eli DATE
0 ii - - - DRAWN DATE
MTE DESCRIPTION BY
acvicinucI O.N. 08/11/21
ALLOWABLE
LOADS
HOLLOW CORE (US) SCHEDULE
Design
Rev.
Mark
unit
Quantity Per level
LEledres)
QFEETI
length
Wenches
Length
Width
Remarks
wNh
topping
na
topPirng
2ne
Floor
3M.
Floor
73
1
6 us 007
6
2
316
26.33
2528
48
26' 4"
4-0-
73
LA
6US 007
1
2
316
26.33
948
27
26' 4'
2' 3'
SAWCUT
73
2
6US 007
0
4
71
5.92
294
48
5' IT"
4' 0'
-
73
2A
6US 007
a
1
71
5.92
71
36
5' 13'
3' 0'
SAWCUT
73
30
8US 008
4
327
27.2.5
3597
48
27, 3"
W 0'
73
IDA
8 US oa8
1
327
27.25
327
48
27' 3'
4' 0"
W/CO.
73
108
8us 008
1
327
27.25
654
27
2T 3"
2' 3'
SAWCUT
73
IOC
8 US 008
0
321
27.25
327
48 -
27' 3*
4' a'
W/CO.
73
11
a us OD8
2
Az
S8.5
CBS
117
48 �
4' 10 1/2'
4' O"
73
13A
Bus 008
1
59.5
4.88
58.5
27 .
-4' 30112"
2' 3"
SAWCUT
73
12
8 US 008
1
2665
2L21
2665
48
22' 21/2"
4' 0'
73
13
.8 U5 C08
1
170.5
14.21
170.5
48
14' 21/2'
W 0'
73
14
8US 008
2
230.5
19.21
922
48
19' 21/1"
4' W
73
14A
9 US 009
1
0
230.5
19.21
48
19' 2112"
4' 0'
W/CO.
7i
148
aus 008
2
4
230.5
19.21
33
19' 21/2'
2' 9"
SAWCUT
73
14C
aus 009
1
a
2.3a.5
19.21
48
19, 2112"
4' 0'
W/c0.
73
14D
8US 008
1
a
230.5
19.21
38
19, 21/2"
3' 2'
SAWCUT
73
u
a us OD8
1
a
170
14.1748
49,549
14' 2'
4' 0'
73
LSA
Bus 008
0
1
170
14.1720
14' 2"
r 8'
SAWCUT
73
158
aus 008
0
1
170
14.2748
14' 2'
4' 0'
W/co.
73
16
Bus 008
1
1
94.5
7.88'48
7' 10 1/2"
4-0-
73
16A
8U5008
1
0
94.5
Tab
T is 1/2'
4' 0'
W/C0.
73
1fiB
8 U5008
2
0
94.5
7.88
199
31
T to t/2'
r T
SAWCUT
73
-
16C
BuS008
2
1
94.S
7.88
283.5
20
7' 10 in.
r 8'
SAWCUT
73
17
8U5008
0
2
Is
6.58
206
48
8' T
4' 0'
73
L7A
aU5008
0
1
1a3
858
103
27
V 7'
r 3"
SAWCUT
73
173
BUS 018
0
1
113
858
103
30
8' T
2' 6"
SAWCUT
TOTAL
32
32
14023
1168' T
MISCELLANEOUS MATERIALS SCHEDULE
REV.
MK: No.
MATERIAL
12.d. Floor
3rd. Floor
REMARKS
M-A
I/8'x3'x4T KOROLATH STRIPS
64
64
- --H.CBEARING
HANGER (H) SCHEDULE
REV.
MK No.
MATERIAL
21d.11-1
3rd. Floor
REMARKS
CONSTRUCTION AND CRITICAL SCHEDULING NOTES:
A) PCSLC MUST RECIN APPROVED DR APPROVED AS NOTED
SHOP DRAWNGS IN ORDER TO RELEASE MATERIALS INTO
PRODUCTION,THIS MEANS THAT ALL CLOUDED DIMENSIONS
AND DETAILS HAVE BEEN CHECKED AND APPROVED
B) MATEMS WILL BE PRODUCED BASED ON APPROVED SHOP
DRAWINGS.
C) THESE FINAL DRAWINGS NEED TO BE UTEIZED DURING CONSTRUCTION
SO THAT THERE WILL BE NO DISCREPANCIES BETWEEN
CAST MATERIALS AND AS BUILT CONDITIONS.
O6 11 21
RELIMINARY
0 NOT USE FOR FABRICATLON
APPROPRIATE BOX & SIGN
❑ APPROVED
OAPPROVEO AS NOTED
❑ RFS[JB11IT
ENGINEER DATE
7tfQue AgJUCr� 6/22/21
PROJECP:
LOT 44 WATERSONG
4852 AATERSONG WAY, FORT PIERCE FL
CONTR: COASTAL CONSTRUCTION AND DESIGN
TEL: (772)260-7514
ROVED DATE (SHEET NO. IWOO:
- LO - P-21-0048
PREC.�ST
0 Is C C I A A. T i E .G
Pre -Cast Specialties, LLC
3898 SELVITZ ROAD, FORT PIERCE, FL 34981
PHONE 772-266-5701 FAX 772-600-0812
I
681-W
..........
...............
6' U.S. O V P.S.F.
Cll SECOND FLOOR FRAMING PLAN &.tz• To TOPPING
SCALE: 1 4 =1 -0
8' U.S. W/73 P.S.F.
& t2' TOPPING
ENGR. DATE F
0 - .DRAWN DATE
DATE DESCRIPTION BY
oc�gci�uc O.M. 06/11/21
CONSTRUCTION AND CRITICAL SCHEDULING NOTES:
A) PCSLLC MUST RECEWE APPROVED OR APPROVED AS NOTED
% SHOP DRAWINGS IN ORDER TO RELEASE MATERIALS INTO
PRODUCTION,THIS MEANS THAT ALL CLOUDED DIMENSIONS
% AND DETAILS HAVE BEEN CHECKED AND APPROVED
B) MATERWS WILL BE PRODUCED BASED ON APPROVED SHOP
DRAWINGS.
C) THESE FINAL DRAWINGS NEED TO BE UTUIED DUI NG CONSIRUCTION
SO THAT THERE WILL BE NO DISCREPANCIES BETWWEENN
CAST MATFRWS AND AS BUILT CONDIRONS.
OB 11 21
il
PRELIMINARY
DO NOT USE FOR FABRICATION
CHECK APPROPRIATE BOX & SIGN HELD
O APPROVED
O APPROVED AS NOTED
❑ RESUBMIT
DATE
ENGDIEER DATE
44mec, 6122/21
CONTRACTOR DATE
PROJECT:
APPROVED DATE
SHEEP NO.
WOf: '
LOT 44 WATERSONG
-
- 2.0 -
P-21-0048
4852 WATERSONG WAY, FORT PIERCE FL
PREM> T
• P [ C 1 • L T I E S
Pre -Cost Specialties, LLC
CONTR.: COASTAL CONSTRUCTION AND DESIGN
3898 SELVff2 ROAD. FORT PIERCE, FL 34981
TEL.: (772)280-7514
PHONE 772-26675701 FAX: 772-600-0812
,❑
6T-8'
THIRD FLOOR FRAMING PLAN
SCALE: 1 4 =l'-0 .
6' U.S. W/73 P.S.F.
& t2' TO 3' TOPPING
OR t2' TO 4' TOPPING
8* U.S. W/73 P.S.F.
& f2' TOPPING
wvv w v v w v v�
CONSTRUCTION AND CRITICAL. SCHEDULING NOTES:
A) PCS .0 MUST RECEIVE APPROVED OR APPROVED AS NOTED
SHOP DRAWINGS IN ORDER TO RELEASE MATERIALS INTO
\ PRODUCTION,IHIS MEANS THAT ALL CLOUDED DIMENSIONS
/ AND DETAILS HAVE BEEN CHECKED AND APPROVED
B) MATERWS WILL BE PRODUCED BASED ON APPROVED SHOP
DRAWINGS.
C) THESE FINAL DRAWNGS NEED TO BE URIIED DURING CONSTRUCTION
SO THAT THERE WILL BE NO DISCREPANCIES BETWEEN
CAST MATERIALS AND AS BUILT CONDITIONS.
OB 11 21
PRELIMINARY
DO NOT USE FOR FABRICATION
CHECK APPROPRIATE BOX & SIGN BELOW
O APPROVED
❑ APPROVED AS NOTED
RESUBMIT
ARCH]TECT DATE
ENGINEER DATE
X24 s 44=4u 6122/21
CONTRACTOR DATE
ENGR. DATE PROJECT:
LOT 44 WATERSONG
4852 WATERSONG WAY, FORT PIERCE FL.
DRAWN DATE
DESCRIPTION I o BE ofi/1i z1II I I COTEL.: COASTAL
E 2 0 CONSTRUCTION, DESIGN
oc�neinuc —
APPROVED DATE (SHEET NO. IWO#:
- 2.1 - P-21-0048
PREC>�ST
9 P c c A A L T t E 9
Pre -Cast Specialties, LLC
3898 SELVRZ ROAD, FORT PIERCE, FL 34981
PHONE: 772-266-5701 FAX: 772-600-0812
i
t2' TOPPING
(BY C.C.) -
SECONDARY POUR
(BY G.C.)�..,
�4 BAR CAST IN BEAM AT
6' U.S.
4'-0- O.C.. #3 BAR CONT.
AND a4 x 1 -6' LG BAR
3 1 2't 3 4' BRG.
GROUTED IN CORE. ONE
PER PLANK.(BY G.C.)
-
_
8' MASONRY WALL BEYOND
W/REINF. (BY G.C.)
i
SECTION
q__011
SCALE: 3/4- - V-0'
- GROUTING BUTT JOINTS
(BY G.C.)
t2' TOPPING
(BY C.C.)
0 0 { 0 0
8' U.S.
8' U.S.
LAP VARIES
LAP VARIES
8' MASONRY WALL
W/REINF. (G.C.)
6v
SECTION
3.0
SCALE'. 3/4- - 1'-0-
t2' TOPPING
-(� G.C.
SECONDARY POUR
(BY G.C.)
�4 BAR CAST IN TOPPING
IQ- O.C.. AND
6' U.S.
®3 BAR CONTINUOUS.
(BY G.C.)
LAP VARIES
B' MASONRY WALL
W/REINF. (BY G.C.)
z
SECTION
3.0
SCALE 3/4' - 1'-0'
t2' TOPPING
t2' TOPPING
_ (BY C.C.)
- (BY C.C.)
SECONDARY POUR
e' U.S.
f
e' U.S.
3't 1/2' BRG.
3't 1/2' BRG.
�4 BAR CAST IN 11 AT
4'-0' O.C., �3 BAR CONT.
.8' MASONRY WALL
AND 14 x 1 -6LG BAR
W/REINF. (BY G.C.)
GROUTED IN CORE, ONE
PER PLANK. (BY C.C.)
-
s
SECTION
. 3. 0
SCALE 3/4' =. V-0'.
j4 BAR CONT.
GROUTING BUTT JOINTS
t2' TOPPING
(BY G.C.)
t2' TOPPING
(BY C.C.)
(BY G.C.)z
TOPPING TOPPING
' O
(Y (Y
(BY G.C.) (BY G.C.)
t7"'
-
�a' us
X
..0
-
3 1 2't 3 4' BRG.
`� VARIES
LAP VARIES .S.CAST
W/BEAM W/1 84
BEAN
BAR CONT. IN-4' SECTION
t::L -
/4' BRGCONC.
W/REINF. (BY G.C.)
•s: •. NS BAR CAST IN BEAM AT
STEP DOWN BEAM. 4'
4 -0' O.C.. #4 BAR CONT.
(BY G.C.
AND 84 x-1 -6' LG BAR
GROUTED IN CORE, ONE
PER PLANK. (BY GC.)
s
SECTION
4 SECTION
3.0
SCALE: 3/4' - V-O'
3 0 SCALE 3/4' = 1'-0'
MCAST IN TOPPING
-
.C.. AND
83 BAR CONTINUOUS.
GROUTING BUTT JOINTS .
(BY C.C.)
' TOPPING
t2' TOPPING
Y G.C.)
(BY C.C.)
00
' U.S.
JW�/REINF.
8' U.S. 8' U.S.
3'f 1/2- BRIG.
•CIES
LAP VARIES
�5 BAR CAST IN BEAM AT
NRY WALL
4'-0- O.C.. 14 BAR .CONr.8' MASONRY WALL
AND #4 x 1 -6'LC BAR
(G.C.)
GROUTED IN CORE. ONE W/REINF. (C.C.)
PER PLANK. (BY -GC.) .
s
SECTION
io SECTION
a3.0
SCALE 3/4' - 1'-0-
3..0 SCALE: 3/4- - 1--0-
A [� —
GATE DESCRIPTION
- DMCIflYC -
ENGR. DATE
O.M. 08/11/21
tY T
GOPPING
(BY .C.)
SECONDARY POUR
(BY C.C.)
A4 BAR 'CAST IN BEAM ATr.3t3/4'
BRG.
4'-0' O.C., �3 BAR CONT.8'U.S.AND
g4 x-1-6'LG BAR
GROUTED IN CORE, ONE
PER PLANK.(BY G.C.)
NRY WALL.
(BY G.C.)
5
SECTION
3.0
SCALE 3/4' - 1'-0'
V V WV v VV
CONSTRUCTION AND CRITICAL SCHEDULING NOTES:
A) PCSLLC MUST RECHVE APPROVED OR APPROVED AS NOTED
SHOP DRAWINGS IN ORDER TO RELEASE MATERIALS INTO
PRODUCTION,THIS MEANS THAT ALL CLOUDED DIMENSIONS
AND DETAILS HAVE BEEN CHECKED AND APPROVED
B) MATERIALS WILL BE PROWCED BASED ON APPROVED SHOP
DRAWINGS.
C) THESE RNAL DRAWINGS N® TO BE URM WRING CONSLRUCTWN
SO THAT THERE WILL BE NO DISCREPANCIES BETWEEN
CAST MATERIALS AND AS BUILT CONDITIONS.
t2' TOPPING
(BY C.C.)
SECONDARY POUR
(BY G.C.)
001
#4 BAR CAST IN TOPPING
4 -0' O.C., AND
8' U.S.
83 BAR CONTINUOUS.
(BY C.C.)
LAP VARIES
B' MASONRY WALL
W/REINF. (G.C.)
s
SECTION
3.0
SCALE: 3/4' - 1'-0'
r0RELIMINARY
NOT USE FOR FABRICATION
CHECK APPROPRIATE BOX A: SIGN BELL
❑APPROVED
13APPROVED AS NOTED
T3 RESUBWr -
ANCHMEX DATE:
ENGINEER DATE
71144111� 4.4"`Cc� 6/22121
CONTRACTOR DATE
PROJECT:
APPROVED GATE
SHEET NO.
WO#:
LOT 44 WATERSONG
-
- 3.0 -
P-21-0048
485E WATRRSONG WAY, FORT PEOCE FL
PREG^ ST
9 r E C 1 4 L T I E $
Pre -Cast Specialties, LLC
CONTR.: COASTAL CONSTRUCTION AND DESIGN
3898 SELVITZ ROAD, FORT PIERCE, FL 34981
TEL: (772)280-7514
PHONE 772-256-5701 FAX- 772-600-0812