13-1126-003P.I.P. BM. -
BY OTHERS
(TYP.)
P.I.P. BM. –
SY OTHERS
(TYP.)
STEEL ANGLE
BY 5PJ
tt
ARC, ENG, G.G. NOTE: P.I.P. BM. –
4' MIN. REQ'D. BETWEEN `\ BY OTHERS
BOTTOM OF JOISTS t (TYP.)
SEE BOTTOM OF BEAM (TYP.) p� //--
PLAN \ V,
SE CT I ON
BY 5P.1.
SECTIO �
PLYWOD
2: Inqu H
kL
OIL
CONT. NAILER
FORMING DETAIL
5" 2° 211 2' -0'
r
EXTENDS TO BOTT. OF
(TYP-)
T.B.
FORMING BY OTHER5
# GR cola
SHEAR FRICTION CONNECTION DETAIL
12" JOIST
SLAB –
BY OTHERS
SECTION B
^ICv ° e
- c=lap
4
.AN� SEE PLAN
SE CT I ON
SHORING NO TES
G.C. NOTES:
1 –THE SOIL SHOULD BE PREPARED & COMPACTED
TO SUPPORT SHORING LOADS INDICATED
(BY G.C.) SEE SHORING DETAIL.
2– MAINTAIN SHORING LAYOUT IN DWG.
SEE SHORING DETAIL.
3 –END SHORES WILL BE REMOVED BY SPI
ONE DAY AFTER SLAB PLACEMENT (TYP.).
4– SCAFFOLDING FOR FORMING BM. MUST
SUPPORT JOIST, SLAB AND CONSTRUCTION
LOAD APPLIED TO BM. WHEN END SHORES
ARE REMOVED.
5– SINGLE STORY SHORES MAY BE REMOVED
7 DAYS AFTER CONCRETE POUR OR AFTER 3 DAYS
WHEN SLAB HAS ATTAINED 3/4 OF DESIGN
STRENGTH. NOTIFY S.P.I. ENG. BEFORE
REMOVAL AT 7 DAYS IF SLAB IS NOT AT
3/4 STRENGTH.
6– SHORING DESIGN ALLOWS FOR JOIST WITH SHIMS
MADE OF CONCRETE, STEEL OR REBAR ALONG WITH BOTTOM
NOTCHES (DAPPED ENDS) AND STANDARD ENDS THAT HAVE
CONTANCT SURFACES WHICH ARE DIRECTLY ABOVE THE PRECAST
SECTION OF THE SOFFIT BEAM. THESE JOIST DO NOT REQUIRED
END SHORES AT THEIR APPROPIATE JOIST END. THE SHORING
DESIGN FOR THE SOFFIT BEAMS HAVE ACCOUNTED FOR THE LOADS
APPLIED DUE TO THE OMISSION OF THE END SHORES OF THE JOIST.
THUS, THE END SHORES FROM THE JOIST ARE NOT REQUIRED.
(SEE SKETCH)
r :: It :::::::::::::::::::::::::::::::
r°IcA
r..........
:::
S.P.I. STD.
SEE
PLAN
SECTION C
SLA
BY OTI
sEcT�o p
S.P.I. RECOMMENDS
LONGITUDINAL REINF.
IF REQ'D. BY E.O-R.
(15Y OTHERS)
SLAB –
BY OTHERS
o,
L COL.
BY OTHERS
SECTION OE
SLAB -
B.O.
P.I.P. BM. -
BY OTHERS
(TYP.)
sEc-rio F
J O f S T S C H E 1) U L E SHT # 1 (SECOND FL00R PULL = 0.65 (12'J)
CONIC. = 6,000 PSI
MARK
QTY.
LENGTH
TYPE
STRAND PATTERN
REL.
CROWNSHORE
EQUAL
LOAD
(K)
S.I.L.
SLAB
Vu
SPECIAL CONDITION
SPECIAL
SHEAR
STEEL
ONE
END
OTHER
END
OCHER
J1
12
19' -0'
811 281-1 -PL
2,4
3,500
liz'
1 WFS
3-ro
10
4'
1B
STD.
STD.
OTYPE II
.1101
2
31' -9'
121J 5814- 2PTA'Pro
2.5, 45, 6.5, 85, 10.5(515) +l+r°�31�z� MID SPAN
X301-0
3,100
2'
2 WPS
ml /3PT
5.8
-i0
4'
15B
STD.
SF.
TYPE 1
OR TYPE II
J102
3
38' -0'
+
1
STD.
STD.
J103
2
31' -0'
48H -lPT
2.5, 4.5, 6.5, 8.5(6.0)
3,500
11/4'
1 /3PT
4.8
13.1
STD.
STD.
J104
4
23' -1'
28H -PL
2.5, 6.5
3 /0,
1 WPS
tv
4.8
9.4
STD.
STD.
J105
3
32' -0'
48H -lPT
2.5, 4.5, 6.5, 8.5(6.0)
3,500
13/8'
F1 /3PT
13.1
STD.
STD.
J10
1
31' -9'
STD.
SP.
J101
1
19' -10'
2814-PL
2.5, 6.5
1/4'
1 �S
4.5
9.4
STD.
STD.
SHORING BEAM
(1) WPS a SIDE BY OTHERS (TYP.)
SHORE (TYP.) SNORING LA T QUT J1, J104, J101
WFS = WOOD POST SHORE
71fl
-0' -T
EQUAL
EQUAL
-0' -T
EQUAL
EQUAL
.
' -0' -TO
' -0' -TO
2' -0"
1 ii�r�c lip 21-0'
2'— 0 I WPS SN0t2E a 2' -0'
21-OVI
SHORING BEAM
(1) WPS a SIDE BY OTHERS (TYP.)
SHORE (TYP.) SNORING LA T QUT J1, J104, J101
WFS = WOOD POST SHORE
I/ SNORING BEAM —�
(1) WPS 'a SIDE BY OTHERS (TYP.)
&PORING LAYOUT J103, J105, J106
WPS = WOOD POST SNORE
-0' -T
EQUAL
EQUAL
EQUAL
' -0' -TO
EQUAL
EQUAL
' -0' -TO
2' -0"
1 ii�r�c lip 21-0'
I/ SNORING BEAM —�
(1) WPS 'a SIDE BY OTHERS (TYP.)
&PORING LAYOUT J103, J105, J106
WPS = WOOD POST SNORE
(1) WPS a SIDE SNORING BEAM —�
(TYP.) BY OTHERS (TYP.)
5HOfRING LAYOUT J101, J102
WPS = WOOD POST SNORE
eVIEWEb & APPA&lo �Ua MPLIANCE
THE DESIGN CONCEPT ONLY
NO DETAILED CHECK OF CALCULATIONS
MADE
❑ SEE NOTES IN DRAWINGS
❑ REVISE & RESUBMIT
Checking is only for conformance with the design concept of
The project and compliance with the information given in the
Structural Drawings. Contractor Is responsible for dimensions
To be confirmed and correlated at the job site; for means and
Methods of construction; for information that pertains solely
to fabrication processes and coordination of all trades.
Any conflict found in the contract Documents during the
Attention of the A/E of Record.
Any deviation from the Contract Documents (or proposed sub-
stitution) must be clearly noted and highlighted in these
Sop Drawings in order to receive specific consideration.
Any such item not dyarly noted is to be considered relected.
PNIM
ENGINEERS, CORP.
�I13
r'(at rY OF SOUTH H NIJIANli
CUILDI?'IG DEPT.
STrtiJ, ^., ' L SECTION
FOR ,4FIFIWVAL
;1 Denis K. Solano
J P.E. 56902 S.I.204G C.0 -A. 00009095 ,
f�
Solver Structural Partnership, Inc.
It
7500 N.W. 25th ST Phone:(305) 592 -9396
Miamii,, Florida 33122 Fax: (305) 599 -9347
E -Mail: solverstruct @cs.com
94 Partnerahl Inc. DESIGN - INSPECTION - INVESTIGATION - REPORTS
SUBMITTED FOR APPROVAL
OCT 8 1 2013
STRUCTURAL
PRESTRESSED
INDUSTRIES
N
•
•
U
tip
a
v
' -0' -T
EQUAL
EQUAL
EQUAL
' -0' -TO
21-OVI
,
(7) Illi=C, 0 1/-A 2 -0
(1) WPS a SIDE SNORING BEAM —�
(TYP.) BY OTHERS (TYP.)
5HOfRING LAYOUT J101, J102
WPS = WOOD POST SNORE
eVIEWEb & APPA&lo �Ua MPLIANCE
THE DESIGN CONCEPT ONLY
NO DETAILED CHECK OF CALCULATIONS
MADE
❑ SEE NOTES IN DRAWINGS
❑ REVISE & RESUBMIT
Checking is only for conformance with the design concept of
The project and compliance with the information given in the
Structural Drawings. Contractor Is responsible for dimensions
To be confirmed and correlated at the job site; for means and
Methods of construction; for information that pertains solely
to fabrication processes and coordination of all trades.
Any conflict found in the contract Documents during the
Attention of the A/E of Record.
Any deviation from the Contract Documents (or proposed sub-
stitution) must be clearly noted and highlighted in these
Sop Drawings in order to receive specific consideration.
Any such item not dyarly noted is to be considered relected.
PNIM
ENGINEERS, CORP.
�I13
r'(at rY OF SOUTH H NIJIANli
CUILDI?'IG DEPT.
STrtiJ, ^., ' L SECTION
FOR ,4FIFIWVAL
;1 Denis K. Solano
J P.E. 56902 S.I.204G C.0 -A. 00009095 ,
f�
Solver Structural Partnership, Inc.
It
7500 N.W. 25th ST Phone:(305) 592 -9396
Miamii,, Florida 33122 Fax: (305) 599 -9347
E -Mail: solverstruct @cs.com
94 Partnerahl Inc. DESIGN - INSPECTION - INVESTIGATION - REPORTS
SUBMITTED FOR APPROVAL
OCT 8 1 2013
STRUCTURAL
PRESTRESSED
INDUSTRIES
N
•
•
U
tip
a
v