13-1126-002a
r
r
ARCH, ENG, G.G. NOTE:
- HATCHED AREA INDICATES
EXPOSED
TYPE
O O O
BLAB
B.O.
m
ARCH, ENG, G.C. NOTE:
-GROSS HATCHED AREAS INDICATE
THICKENED SLAB.
iA
W 3.5 a 6" O.C. Fy= 65,000 PSI (MIN.) I�
io
SECOND FLOOR FRXIING FLAN
SCALE:% ' ■1' -m'
03 6' O.C. FOR 8 "JOI5T
#3 a 9' O_C. FOR 12 "JOIST
D.
P% -m
1;,N
ARCH. ENG, G.C. NOTE:
- VERIFY BEAMS AS SHOWN
VA t-D1
V
ARCH. ENG, G.C. NOTE:
- VERIFY JOIST DO NOT INTERFERE
WITH PLUMBING
G.C. NOTE -
S.P.I. RECOMMENDS ADDITIONAL STEEL TO
HELP CONTROL CRACKING (TYP) B.O.
ARCH, ENG, G.G. NOTE:
-FOR SHEDULE 4 SECTIONS
SEE SHT " 2
rODETAILED I D & APPROVED FOR COMPLIANCE
THE DESIGN CONCEPT ONLY
CHECK OF CALCULATIONS
MADE
0 SEE NOTES IN DRAWINGS
0 REVISE & RESUBMIT
Checking is only for conformance with the design concept:::
The project and compliance with the information giv,,, • 'h .
Structural Drawings. Contractor is responsible for c rr, ns;a
To be confirmed and correlated at the job site;
Methods of construction; for information that perta ;os
to fabrication processes and coordination of all trail; ;.
Any conflict found in th-, contract Documents durb;; the
Attention of the A/E of Record.
Any deviation from the Contract Documents (or rr,)posed , J.
stitution) must be clearly noted and highlirhtce, in tie;;
Sop Drawings in order to receive spec c
Any such item no arty noted is to be con;,rle: ed rr; ted
By' IDate.
PM Sl1:TINGCNa!`; S,COPP. I " ",' 0F SS 0UTH NIIAM ;
�UIIL_DING DEPT.
i' "*R IC 1 LIR- L SECTIOM
DESISN DATA
f 'c TOf1f1f G = 3,000
F'c PRECA. 5T = &,000=
TOTAL JOIST ARE,4 = 3 2871 S.F. THIS SHT.
S.I.L. =50 (L.L.) +20 (D.L.) =I0 (OFFICE)
ARCH, ENG, G.C. NOTE:
4' MIN REQUIRED FROM BOTTOM OF JOIST TO BOTTOM
OF BEAM, S.P.I. STANDARD.
ARCHiS.C. NOTE:
-HOLD ALL NON - BEARING WALLS DOWN
UNTILTHE SLAB IS POURED AND JOIST
SHORES REMOVED. (TYP.)
1 =1VCZ. C3.C.. IVV I=:
-ANY VERIFICATION THAT IS ASKED BY S.P.I.
AND IS NOT ANSWERED, IS FURTHER UNDERSTOOD
THAT THE VALUES SHOWN ARE ADEQUATE FOR OUR PRECAST/PRESTRESSED
DESIGN.
IN ADDITION S.P.I. WILL BE RELIEVED OF ANY
PAST, PRESENT AND FUTURE CHANGES RESULTING FROM
UNANSWERED INFORMATION.
ARCH. ENG. G.G. NOTE:
PROVIDE ANY AND ALL ADDITIONAL CONCENTRATED /LINE LOADS
(WALL LOADS, TRUSS LOADS, ETC.)THAT MUST BE CONSIDERED
IN OUR JOIST DESIGN.
STRUCTURAL DWGS./NOTES PROVIDE ONLY UNIFORM LOADS.
SUBMITTED FOR APPROVAL
OCT 0 1 2013
STRUCTURAL
PRESTRESSED
INDUSTRIES
`n
TYPE 2 �
O
Fy = 6 0,000 PSI p
SECOND FLOORjj +12' -9"
111V F<M A ROVAL
s H E ,4 R STEEL DETAIL
THESE SHOP DRAWINGS WERE PR> =PARED FROM
THE LATEST SET OF CONTRACT DRAWINGS PROVIDED %F
11 it Denis K. Solano
SHEAR STEEL REINF. IS NOT INTENDED TO SP.I. BY THE GENERAL CONTRACTOR FIRST FLOOR la -0
r
SHEAR S T L . D E T,4 I L FOR FULL LENGTH ARCHITECTURAL DRAWINGS DATED: A -2 0SA0113 � O' - j 1/2 P.E. 56902 S.I.2046 C.O.A. 00009095
TO SUPPORT SLAB REINF. STRUCTURAL DRAWINGS DATED: Oe/2O 13 SHEET 5-30 2 l
SHEAR STEEL REINF. IS NOT INTENDED fi Solver Structural Partnership, Inca
I TO SUPPORT SLAB REINF. ELEVATION i 7500 N.W. 25th ST Phone:(305) 592 -9396
g SUITE 205
Miami, Florida 33122 Fax: (305) 599 -9347
TOP OF SLAB E -Mail: solverstruct @cs.com
Partnership, Inc. DESIGN - INSPECTION - INVESTIGATION - REPORTS ±+
i
ARCH, ENG, G.C. NOTE:
- VERIFY ELEVATION, NOTE DISCREPANCY BETWEEN
PLAN 5 -3.0 E SECTIONS 5 -5.0 5 -6.0 AND ARCH. DWG.
+ 12' -9'
CGC NO.: 058209
8
a R'
�' € 1
STRUCTURAL
Y'"
'v°G
E7
' - PRESTRESSED
# v x I.t1 DUSTRIES. I1V
11405 NW 138th STREET, MIAMI, FLORIDA 33116
TEL. (305) 556 -6699 - FAX (305) 556 -9696
`011111111///1/
�.�`�. SO LA &0
PROJECT NAME: PROPOSED RETAIL/OFFICE BUILDING ;'S;Gs NSF•'•.. %
SOMI 1400 LLC C 56901-
N°' w
DRAWING: SECOND FLOOR FRAMING PLAN * '. �P'tEO
ADDRESS: 1400 S.W. 5-ith COURT OFF L"' •'�►�`•
SOUTH MIAMI, FLORIDA 33143
SOMI 1400 LLC
ARCHITECT: SOTOLONGO SALMAN HENDERSON �� 'Dl �3
ARCHITECTS LLC
ENGINEER: PMM
CONSULTING ENGINEERS
G.G: ALL GO CONSTRUCTION Denis Solano P.E.
DRAWING: J.M.Cx.I REVISION
CHECK'D.
APPV'D.
DATE:
REC'D.
P.E. Lic. No. 56902
DATE SEAL
PROJECT NO.
13 -20
SHEET NO. 1
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d,
W 3.5 a 6" O.C. Fy= 65,000 PSI (MIN.) I�
io
SECOND FLOOR FRXIING FLAN
SCALE:% ' ■1' -m'
03 6' O.C. FOR 8 "JOI5T
#3 a 9' O_C. FOR 12 "JOIST
D.
P% -m
1;,N
ARCH. ENG, G.C. NOTE:
- VERIFY BEAMS AS SHOWN
VA t-D1
V
ARCH. ENG, G.C. NOTE:
- VERIFY JOIST DO NOT INTERFERE
WITH PLUMBING
G.C. NOTE -
S.P.I. RECOMMENDS ADDITIONAL STEEL TO
HELP CONTROL CRACKING (TYP) B.O.
ARCH, ENG, G.G. NOTE:
-FOR SHEDULE 4 SECTIONS
SEE SHT " 2
rODETAILED I D & APPROVED FOR COMPLIANCE
THE DESIGN CONCEPT ONLY
CHECK OF CALCULATIONS
MADE
0 SEE NOTES IN DRAWINGS
0 REVISE & RESUBMIT
Checking is only for conformance with the design concept:::
The project and compliance with the information giv,,, • 'h .
Structural Drawings. Contractor is responsible for c rr, ns;a
To be confirmed and correlated at the job site;
Methods of construction; for information that perta ;os
to fabrication processes and coordination of all trail; ;.
Any conflict found in th-, contract Documents durb;; the
Attention of the A/E of Record.
Any deviation from the Contract Documents (or rr,)posed , J.
stitution) must be clearly noted and highlirhtce, in tie;;
Sop Drawings in order to receive spec c
Any such item no arty noted is to be con;,rle: ed rr; ted
By' IDate.
PM Sl1:TINGCNa!`; S,COPP. I " ",' 0F SS 0UTH NIIAM ;
�UIIL_DING DEPT.
i' "*R IC 1 LIR- L SECTIOM
DESISN DATA
f 'c TOf1f1f G = 3,000
F'c PRECA. 5T = &,000=
TOTAL JOIST ARE,4 = 3 2871 S.F. THIS SHT.
S.I.L. =50 (L.L.) +20 (D.L.) =I0 (OFFICE)
ARCH, ENG, G.C. NOTE:
4' MIN REQUIRED FROM BOTTOM OF JOIST TO BOTTOM
OF BEAM, S.P.I. STANDARD.
ARCHiS.C. NOTE:
-HOLD ALL NON - BEARING WALLS DOWN
UNTILTHE SLAB IS POURED AND JOIST
SHORES REMOVED. (TYP.)
1 =1VCZ. C3.C.. IVV I=:
-ANY VERIFICATION THAT IS ASKED BY S.P.I.
AND IS NOT ANSWERED, IS FURTHER UNDERSTOOD
THAT THE VALUES SHOWN ARE ADEQUATE FOR OUR PRECAST/PRESTRESSED
DESIGN.
IN ADDITION S.P.I. WILL BE RELIEVED OF ANY
PAST, PRESENT AND FUTURE CHANGES RESULTING FROM
UNANSWERED INFORMATION.
ARCH. ENG. G.G. NOTE:
PROVIDE ANY AND ALL ADDITIONAL CONCENTRATED /LINE LOADS
(WALL LOADS, TRUSS LOADS, ETC.)THAT MUST BE CONSIDERED
IN OUR JOIST DESIGN.
STRUCTURAL DWGS./NOTES PROVIDE ONLY UNIFORM LOADS.
SUBMITTED FOR APPROVAL
OCT 0 1 2013
STRUCTURAL
PRESTRESSED
INDUSTRIES
`n
TYPE 2 �
O
Fy = 6 0,000 PSI p
SECOND FLOORjj +12' -9"
111V F<M A ROVAL
s H E ,4 R STEEL DETAIL
THESE SHOP DRAWINGS WERE PR> =PARED FROM
THE LATEST SET OF CONTRACT DRAWINGS PROVIDED %F
11 it Denis K. Solano
SHEAR STEEL REINF. IS NOT INTENDED TO SP.I. BY THE GENERAL CONTRACTOR FIRST FLOOR la -0
r
SHEAR S T L . D E T,4 I L FOR FULL LENGTH ARCHITECTURAL DRAWINGS DATED: A -2 0SA0113 � O' - j 1/2 P.E. 56902 S.I.2046 C.O.A. 00009095
TO SUPPORT SLAB REINF. STRUCTURAL DRAWINGS DATED: Oe/2O 13 SHEET 5-30 2 l
SHEAR STEEL REINF. IS NOT INTENDED fi Solver Structural Partnership, Inca
I TO SUPPORT SLAB REINF. ELEVATION i 7500 N.W. 25th ST Phone:(305) 592 -9396
g SUITE 205
Miami, Florida 33122 Fax: (305) 599 -9347
TOP OF SLAB E -Mail: solverstruct @cs.com
Partnership, Inc. DESIGN - INSPECTION - INVESTIGATION - REPORTS ±+
i
ARCH, ENG, G.C. NOTE:
- VERIFY ELEVATION, NOTE DISCREPANCY BETWEEN
PLAN 5 -3.0 E SECTIONS 5 -5.0 5 -6.0 AND ARCH. DWG.
+ 12' -9'
CGC NO.: 058209
8
a R'
�' € 1
STRUCTURAL
Y'"
'v°G
E7
' - PRESTRESSED
# v x I.t1 DUSTRIES. I1V
11405 NW 138th STREET, MIAMI, FLORIDA 33116
TEL. (305) 556 -6699 - FAX (305) 556 -9696
`011111111///1/
�.�`�. SO LA &0
PROJECT NAME: PROPOSED RETAIL/OFFICE BUILDING ;'S;Gs NSF•'•.. %
SOMI 1400 LLC C 56901-
N°' w
DRAWING: SECOND FLOOR FRAMING PLAN * '. �P'tEO
ADDRESS: 1400 S.W. 5-ith COURT OFF L"' •'�►�`•
SOUTH MIAMI, FLORIDA 33143
SOMI 1400 LLC
ARCHITECT: SOTOLONGO SALMAN HENDERSON �� 'Dl �3
ARCHITECTS LLC
ENGINEER: PMM
CONSULTING ENGINEERS
G.G: ALL GO CONSTRUCTION Denis Solano P.E.
DRAWING: J.M.Cx.I REVISION
CHECK'D.
APPV'D.
DATE:
REC'D.
P.E. Lic. No. 56902
DATE SEAL
PROJECT NO.
13 -20
SHEET NO. 1