SS9901-SP050126 (2)FOUNDATION PLAN
REINFORCING SCHEDULE - DRILLED PIERS REINFORCING SCHEDULE - 6' SLAB ON GRADE
6X6 *7 X 9 -7 VERT 14 *4 X 38 -1 012' TOP LW
6X6 *6 X 6 -0 TOP DOWELS 39 *4 X 13 -1 @12' SW TOP
6X1 03-MK 351 SPIRALS (PITCH- 6 "/1 TURN T &B)
REINFORCING SCHEDULE - GRADE BEAMS
EXTERIOR SW
2X3 *7 X 13 -1 TOP
2X2 *5 X 13 -1 MID (1 EF)
2X3 *7 X 13 -1 BOT
2X8 04-MK 452 018' STIRRUPS
EXTERIOR LW
2X3 *7 X 38 -1 TOP
2X2 *5 X 38 -1 MID (1 EF)
2X3 *7 X 38 -1 BOT
2X24 *4 -MK 452 @18" STIRRUPS
INTERIOR
2 *6 X 13 -1 TOP
2 *G X 13 -1 BOT
8 *3 -MK 353 @18' STIRRUPS
GRADE BEAM CORNER BARS
4X6 *5 -MK 550 AT EXTERNAL CORNERS
(1 EF TOP, MID. BOT)
2X4 *5 -MK 550 AT INTERIOR ENDS
(1 EF TOP. BOT)
GRADE BEAM TOP DOWELS TO CMU
25 *5 X 4 -0 @48' (MAIN)
12 *5 X 4 -0 (ADD @ DOORS) 2 ES
4 *5 X 4 -0 (ADD @ LOUVERS) 1 ES)
REINFORCING SCHEDULE - CMU
4K 550 CB'S (TYP)
41 - - *5 X 6 -6 VTS 1ST LIFT- / LAP 2160 W/
41 *5 X 6 -6 VTS TOP LIFT
MATCH DOWEL PLACEMENT
2X2 *4 X 36 -6 IN BOND BEAM LW (1 T &B)
3X2 *4 X 11 -6 IN BOND BEAM LW (1 T &B)
12 *4 -MK 454 BOND BEAM CB'S (2 EA CORNER)
2X2 *4 X 7 -4 TOP LINTELS (2) OVER 6'4' OPGS
2X2 *5 X 7 -4 BOT
2X2 *4 X 4 -4 (2 T &B)z LINTEL (1) OVR 314' OPG
REINFORCING SCHEDULE - ACCESSORIES
DRILLED PIERS
18 PCS 3" PIER BOLSTERS (1 EVERY OTHER VERT)
36 PCS 3' PIER SLEDS (6 PER PIER)
GRADE BEAMS
125 LF 2" UPPER BEAM BOLSTER (1R LW UNDER STI
SLAB ON GRADE
52 PCS 3 *' PLASTIC CHAIRS W /BASE @36"
216N
2':
OWLS
0 SPIRAL
351 SPIRAL
7 VT
3"
DETAIL DRILLED PIERS
*5 X 5 -0 048" •EXTRAS
DWLS TO CMU WALLS
11 0
*4 @12' EW
• 2" TYP
3 *7 T &B
MK 452 @18' STIRR
2" TYP
DETAIL - EXTERIOR GRADE BEAMS
*4 @12" EW
1 i"
2 *6 T &B
MK 353 018" STIRR
DETAIL - INTERIOR GRADE BEAM
nn +o• I0/00MA
BENDING DIAGRAMS
17 S4 A G TI G B
A
B D B D EHC
c Lug
C 0
PLOT SCALER 1/4" - 1' -0"
APPROVAL /REVIEW AUTHORITY PLEASE REVIEW THIS DRAWING CAREFULLY
THIS ORWIND REPRESENTS THE SEIB'S INIBiPRETATION OF THE INTENT OF THE CBNIBACT DOCUENIS.
HOVEVER. THE 5111ER ASSLM NO fiEIRONSDTILITY FOR TIE DESIGN OR THE IRFOOWUTION am ON
THIS OWING. THIS IS TIE RESPONSIBILITY OF TIE BUYER.
UNLESS NOTED TO TIE CONTRARY UPON TIE OWI NS RETIIFFD FORT APPROVAL, IT TILL RE ASNED
THAT ALL IIFORATIOH SHON teEBN HAS TIE AFFIRMATION OF THE BUYER O APPROVAL AUTH01117Y.
AFTER TIE FIRST SEMISSION OVING1 S TO IIFORNATION SHOO ON THIS OWAIING WILL BE
CQ6IDElED AS CONTRACT CWINOES.
M1 DIMENSIONS k ELEVATIONS MUST GE STRICTLY
ADHERED TO OR STEEL WILL NOT FIT. FB'OBT AMY
DISt7EPANCIES TO SELLER IMIFDIATELY.
saiE 1'S REINFORCING STEEL PLACING SWINGS
ARE INTENDED TO SPPLE ENT PROM
ORAYIN S. ANO SIIOLD BE USED IN CONA CTION
WITH THEM.
NO. 1 DATE I MADE BY
BACK CAM OF ANY IN7111RE FOR CORRECTIVE
ROW BR RER"ERT HATERM WILL NOT BE
ACCEPTS) IN.ESS AURORUEO BY SELLER. COSTS
INCOWIFD WI.TROIT TIE SELLER'S PRIOR APPROYAI.
WILL BE FIR TIE BUYER'S ACCOIM.
DESCRIPTION
PRINT RECORD
O
H
SPIRAL NOTES.
J - TURNS AT •F• SPACINS
O
K . EXTRA TURNS (HALF T.& B.)
PLAIN
—y-
® W /SPACERSI LOOSE
F
PLAIN SPIRAL
W /SPACERS MOUNTED
17 S4 A G TI G B
A
B D B D EHC
c Lug
C 0
PLOT SCALER 1/4" - 1' -0"
APPROVAL /REVIEW AUTHORITY PLEASE REVIEW THIS DRAWING CAREFULLY
THIS ORWIND REPRESENTS THE SEIB'S INIBiPRETATION OF THE INTENT OF THE CBNIBACT DOCUENIS.
HOVEVER. THE 5111ER ASSLM NO fiEIRONSDTILITY FOR TIE DESIGN OR THE IRFOOWUTION am ON
THIS OWING. THIS IS TIE RESPONSIBILITY OF TIE BUYER.
UNLESS NOTED TO TIE CONTRARY UPON TIE OWI NS RETIIFFD FORT APPROVAL, IT TILL RE ASNED
THAT ALL IIFORATIOH SHON teEBN HAS TIE AFFIRMATION OF THE BUYER O APPROVAL AUTH01117Y.
AFTER TIE FIRST SEMISSION OVING1 S TO IIFORNATION SHOO ON THIS OWAIING WILL BE
CQ6IDElED AS CONTRACT CWINOES.
M1 DIMENSIONS k ELEVATIONS MUST GE STRICTLY
ADHERED TO OR STEEL WILL NOT FIT. FB'OBT AMY
DISt7EPANCIES TO SELLER IMIFDIATELY.
saiE 1'S REINFORCING STEEL PLACING SWINGS
ARE INTENDED TO SPPLE ENT PROM
ORAYIN S. ANO SIIOLD BE USED IN CONA CTION
WITH THEM.
NO. 1 DATE I MADE BY
BACK CAM OF ANY IN7111RE FOR CORRECTIVE
ROW BR RER"ERT HATERM WILL NOT BE
ACCEPTS) IN.ESS AURORUEO BY SELLER. COSTS
INCOWIFD WI.TROIT TIE SELLER'S PRIOR APPROYAI.
WILL BE FIR TIE BUYER'S ACCOIM.
DESCRIPTION
PRINT RECORD
O
H
SPIRAL NOTES.
J - TURNS AT •F• SPACINS
O
K . EXTRA TURNS (HALF T.& B.)
PLAIN
—y-
® W /SPACERSI LOOSE
F
PLAIN SPIRAL
W /SPACERS MOUNTED
a !_. Q
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submit m,periilod items c1
4 hecttIYH&,:g is on!y for gan?emi .-- antorti ance with 'he design
concept of the project and gonerai compliance with the
information giver) in the contact documents. Any action
shown is sub
jee 10 the requirement, of the plans and
specifications. Contractor Is responsibie for: dimensions
which shall be confirmed and correlated of the job site;
fabrication processes and techniques of construct on
coordination of his work with that of all other trades; and
the sati story - rmance of his work.
DATE: -=Z6 S.
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REFERENCE CONTRACT DRAWING 29 OF 66
ALL REINFORCING ASTM -A615 -GRADE 60 U.O.N.
CONTENTS THIS SHEET CONTROL BUILDING
//A CO -MET STEELP INC"
DALLAS. TEXAS
WAREHOUSERS & FABRICATORS OF REINFORCING & STRUCTURAL STEEL
CUSTOMER CANFER CONSTRUCTION
PROJECT DEFOREST & SANDY LAKE WW LIFT STATIONS
LOCATION COPPELL. TEXAS
ARCHITECT
ENGINEER TURNER COLLIE & BRADEN INC.
DRAWN BY CHECKED BY CONTRACT NO. SHEET NO.
GSM 12/21/04 1 1 455200 5
1,