11-705-034FOR TOP OF P ET
C.I.P. PARAPETS (UP TO 24' HIGH): TOP of coxc.
ELEVATION SEE ROOF
#4 @24" VERT, 3 #t4 HORIZONTAL o'
DETAIL 31S-S DETAIL 3056
CONTIN. (TALLER THAN 24 "= BLOCK
PLAN
MASONRY PARAPET-SEE PLAN)
PROVIDE a n CLOSED
,. �,..8 7�S �dIAX t29P TOP DEAN
WR
WRAP TRUSS WITH
"
ROOFING FELT TO
CIA
PREVENT CONTACT
CtP
WITH CONCRETE
d
}
PARAPET
CAL FOR ALL PREFAB STEEL ) DESIGN BY DELEGATED
SECURED TO METAL DECK AS PER N.O A. REFER TO ARCHITECTURAL
I
CONNECTION CONNECTION
ALL STRUCTURAL STEEL TO BE
Jm BOTTOM
Fy=36 KSI UNLESS SPECIFICALLY
DETAIL 31S-S DETAIL 3056
INDICATED
PfKYAX 6 a CLOSED
I ! T2'3F „„t _
________.
�4
INTERIOR SPLICE SLEEVE: 4• X 4'X j• X 12'
PROVIDE a n CLOSED
,. �,..8 7�S �dIAX t29P TOP DEAN
WXPE DOWN i
THESE BEAMS AND
D
PROVIDE CUSTUM SEAT ED TO EMBEDDED S PLATE
STANDINGS METAL ROOFING INSULATION UND YMENT
CtP
SEAM
NOTE: NO OTHER
SPLICES PERMITTED ST 1 OR G6
d
IN ST -1
PARAPET
CAL FOR ALL PREFAB STEEL ) DESIGN BY DELEGATED
SECURED TO METAL DECK AS PER N.O A. REFER TO ARCHITECTURAL
PARAPET
ITT
'—gg —g[ �I QUAR6
1 1 f R2T0 t .MA Id4F ABM4TAdFi
ROOF STEEL
ENGINEER. REFER TO REACTIONS TABLE FOR UPLIFT VALUES.
DRAWINGS FOR SPECIFIC SYSTEM. N.0-4. AND CURVATURE GEOMETRY.
4
f� 4000 psi
f
EXTEND TAM„
INTERMEDIATE BEAM:
=�
TB
AL. FASCIA NAILER DETAIL ALL AROUND STEEL ROOF SY
PREFABRICATED PREFABRICATEDSTEEL OPEN WEB BAR JOISTS @ 24' OC MAX, BY DELEGATED
ST-1 TO STEEL COL AND
BEAM B-4 FRAME- ELEVATION 1 / 4"
EMBEDDED PLATES
2X4 PT SUBFASCIA NAILER, SECURED TO 3' X 3' X 3116' THICK CONTINUOS
ENGINEER DESIGN, WITH GALVANIZED STEEL DECK TRANVERSALTO JOISTS. REFER
5' X 3 0 B' CONCRETE X 3' LONG, WELDED STEEL
FILLED I AN RS, EMBED INTO CONC
STEEL ANGLE, WELDED TO ENDS OF JOISTS. SECURE 2X4 TO ANGLE WITH 1 I
TO ARCHITECTURAL DRAWINGS FOR SPECIFIC CURVATURE GEOMETRY.
DETAIL INTERMEDIATE BEAMS
4' GALVANIZED CARRL4GE HEAD BOLTS WITH NUT A WASHER, X124' O.C.
+12.4 " - STAIR WELL STRUCTURAL STEEL
1 III CONCRETE SLAB ON
1 1 1 1 GRADE -SEE PLAN ST -1
I 1I I
METAL DECK: MIN 22 G TYPE B GALVANIZED STEEL DECK SECURED WITH MIN 51
6V
ELEV +0'-0" I u
ELEV +0'-0" —
19' PUDDLE WELDS @ 6-OC.
— — — — —
8 " 8 " `
p STEEL BASE PLATE. SEE
CONT r
STEEL COL SCHEDULE
INTERNAL WER MEMBERS. BY DELEGATED ENGINEER DESIGN° NOT SHOWN FOR
ELEV -1 " -6"
°
B°3
TY CAL FOR ALL PREFABRICATED JOISTS)
WF16
F -10
PROVIDE CUSTUM SEAT WELDED TO EMBEDDED STEEL PLATE
���������
2°-0"
L _9
1�i TB/G: .E ttE (TYPICAL FOR ALL PREFAB STEEL JOISTS) DESIGN BY DELEGATED
STAIR
DETAIL- BOTTOM PLATE
UNDER GLASS
AT BOTTOM OXXX NTf1E FIRST PANEL, ENGINEER. REFER TO REACTIONS TABLE FOR UPLIFT VALUES.
FONT
STAIR WELL STRUCTURAL STEEL
�y q ^ TOP OF cowc.
FE
MLIM I YNOT DRAWN FOR
EL. 17'®4'
PRA
Top or WYRC
} °_ ®- "• -®. IGAL
�,
SFASCIA EL ROOF SYSTEM: PROVIDE
6L, E8' -8• AROUND
i 1 I I I
2X4 PT SUBFASCIA NAILER, SECURED TOW
TB
X 3' X 3016° ili{pC CONTINUOS; STEEL
r s I I I I
-
�" °°� ANGLE D TO S OF JOISTS.
SECURE 2X4 TO ANGLE 104'
11 t I
GALVANIZED CARRIAGE BOLTS WITH
Tt
o
L NUTSWASHER,24"O.C.
-- . ----..
__- -- - -°= i P ,. DESIGN OF PREFABRICATED
C == _____ -4 4 STARS BY DELEGATED
c= == ____� .�� ENGINEER. COMPLY WITH
FLORIDA BUILDING CODE.
-4
r--- .. --.-. --
L--- .--- .------
ti
GARAGE
TOP or CONC. SLAB
6 �
(IxTEdtlo$)
..- _..-. ,.... -..
Top or coNc. sus (cANAC6)
EL -4 -7
�'. #I `
1 SCTICJN 1 / 4"
s-�
y.
t-q
p TE:3Qt2° INTO BEAM HA MNNTM
.mwaw STEEL
ALL STRUCTURAL STEEL TO BE
Jm BOTTOM
Fy=36 KSI UNLESS SPECIFICALLY
OTT
INDICATED
PfKYAX 6 a CLOSED
I ! T2'3F „„t _
________.
�4
INTERIOR SPLICE SLEEVE: 4• X 4'X j• X 12'
PROVIDE a n CLOSED
,. �,..8 7�S �dIAX t29P TOP DEAN
LONG STEEL TUBE ED INSIDE ST -1
THESE BEAMS AND
LOCATION OF COLUMN WELDED SPLICE: 6'
ABOVE ELEVATION OF HORIZONTAL STEEL
SEAM
NOTE: NO OTHER
SPLICES PERMITTED ST 1 OR G6
psi Q 28 DAYS
IN ST -1
H Ax6"
F gg''
m 6 t
ELEV +1T -4"
ITT
'—gg —g[ �I QUAR6
1 1 f R2T0 t .MA Id4F ABM4TAdFi
ROOF STEEL
ELEV +8 ° -2"
=
4
f� 4000 psi
f
EXTEND TAM„
INTERMEDIATE BEAM:
=�
5"XS "X31rWELDEI
ST-1 TO STEEL COL AND
BEAM B-4 FRAME- ELEVATION 1 / 4"
EMBEDDED PLATES
STEEL EMBED STEEL PL.ATE.1 02' "
COL ST 1 : 6' X STEEL TE WITH FOUR 102'
BiTD COLLM
5' X 3 0 B' CONCRETE X 3' LONG, WELDED STEEL
FILLED I AN RS, EMBED INTO CONC
COL
DETAIL INTERMEDIATE BEAMS
AT TWO LOCATIONS: ELEV +8-2" AND ELEV
+12.4 " - STAIR WELL STRUCTURAL STEEL
1 III CONCRETE SLAB ON
1 1 1 1 GRADE -SEE PLAN ST -1
I 1I I
I I I 1
6V
ELEV +0'-0" I u
ELEV +0'-0" —
: THICKENED EDGE
— — — — —
8 " 8 " `
p STEEL BASE PLATE. SEE
CONT r
STEEL COL SCHEDULE
ELEV -1'-6"
ELEV -1 " -6"
WF16
F -10
F -1 d
L _9
DETAIL® STEM WALL
DETAIL- BOTTOM PLATE
UNDER GLASS
STAIR WELL STRUCTURAL STEEL
STAIR WELL STRUCTURAL STEEL
1 SCTICJN 1 / 4"
s-�
y.
t-q
p TE:3Qt2° INTO BEAM HA MNNTM
.mwaw STEEL
WF-20 " WF -2a
fc= 3000 psi
2 5ECTION 1/4 "
y
ELEV t13 =1Q"
BEAM 4.1"4 ELEV +�-a'
12" X 7D"
Jm BOTTOM
2 A7
OTT
TOP OF SEAN
PfKYAX 6 a CLOSED
I ! T2'3F „„t _
________.
�4
5A B 93CLOSED71EZ
gWUl 90°3P
PROVIDE a n CLOSED
,. �,..8 7�S �dIAX t29P TOP DEAN
THESE BEAMS AND
BEAM
C°`---
O c"um"
psi Q 28 DAYS
ELEV +1a -2'
ELEV +12 &'
F gg''
m 6 t
X
ITT
'—gg —g[ �I QUAR6
1 1 f R2T0 t .MA Id4F ABM4TAdFi
ROOF STEEL
-0PII e�ue MO �.aa
2F9 FL
B�" , FK1T OMtlAN Ft#P
4
f� 4000 psi
f
EXTEND TAM„
fc- 4000 psi
12' X 7D'
BOYTDM BERM REBAR
BEAM B-4 FRAME- ELEVATION 1 / 4"
VIEW NORTH TO SOUTH
BiTD COLLM
PC---- 30 0 sl
COLUMN F 14GT W
fc= 4000 psi
CLAFTTY
WF-20 " WF -2a
fc= 3000 psi
2 5ECTION 1/4 "
y
ELEV t13 =1Q"
BEAM 4.1"4 ELEV +�-a'
12" X 7D"
Jm BOTTOM
ELEV +1T -14'
B017 OF SEW
fc= 4000 psi
TOP OF SEAN
PfKYAX 6 a CLOSED
I ! T2'3F „„t _
________.
�4
5A B 93CLOSED71EZ
gWUl 90°3P
PROVIDE a n CLOSED
,. �,..8 7�S �dIAX t29P TOP DEAN
THESE BEAMS AND
07 TOP
C°`---
O c"um"
psi Q 28 DAYS
ELEV +12 &'
F gg''
m 6 t
T"MGHML#3HF`Q2C
T
'—gg —g[ �I QUAR6
1 1 f R2T0 t .MA Id4F ABM4TAdFi
ROOF STEEL
-0PII e�ue MO �.aa
2F9 FL
i
ELEV ++(7
ELEV .t'.6'
fFj7 C- 3000 PSI
4 eFT BOTT
°
BEAM 4.1"4 ELEV +�-a'
12" X 7D"
Jm BOTTOM
BEAM B-d
B017 OF SEW
fc= 4000 psi
NOTE: ALL CONCRETE FOR
a #7 T
THESE BEAMS AND
2#6m
COLUMNS TO BE fc= 4000
O c"um"
psi Q 28 DAYS
i3
2#6M
T"MGHML#3HF`Q2C
FIRST TIE VAX r
FACE OF S.
2#6M
5-0" MAX d
B�" , FK1T OMtlAN Ft#P
C-4
4 #7 B BEAM BB-4
fc- 4000 psi
12' X 7D'
4 TYPICAL. SECTION 1/4-
BEAM B-4 FRAME- ELEVATION 1 / 4"
VIEW NORTH TO SOUTH
N LINE IE380TTOM 2OFL
StM NOT DRAWN FOR CLARTY
TIES Q }T
RCXMHOUT. n Q 2s`
ELEV +1Q °-2'
BOTT BEAM
„
ExTvm TOP AND
BOTTOM BEAM RESAR
INID COLUMN
G -3
fc= 4000 psi
i
BEAM B-d
EXTEMTOPAND 8 ' 2f"c= 6•
SOTTOM SEANREBA R 4000 psi
O c"um"
i3
T"MGHML#3HF`Q2C
FIRST TIE VAX r
FACE OF S.
TES -TE.
B�" , FK1T OMtlAN Ft#P
C-4
fc- 4000 psi
N LINE IE380TTOM 2OFL
StM NOT DRAWN FOR CLARTY
TIES Q }T
RCXMHOUT. n Q 2s`
ELEV +1Q °-2'
BOTT BEAM
„
ExTvm TOP AND
BOTTOM BEAM RESAR
INID COLUMN
G -3
fc= 4000 psi
i