09-177-006i
JOI5T &CHEDULE 5HT #4 (ROOF)
MARK
QTY.
LENGTH
TYPE
STRAND PATTERN
REL.
CROWN
SHORE
LOAD
S.I.L.
SLA5
Vu
SPECIAL CONDITION
SPECIAL
SHEAR
STEEL
ONE
END
OTHER
END
OTHER
J120
S
22' -6'
121J 36H -PL +104
25, 4.5, 6.5 +104 ,94'X20' MIDSPAN 0:65
3500
s�4'
0 lU 3t
4.8
125
4'
148
• NOTCH
STD.
1
03012'
03012'
J121
5
22' -6'
1 1
1 1
100
R55-8
1
1
j
D -502
I
18' -6'
402" +20904'
406' x18' MIDSPAN
12504' 4508' 0408' DAL.
STD.
STD.
STD.
145
RSB -4
J122
2
11' -5'
38H -PL
25, 4.5, 6.5
2
38' -6'
112'
24504' 8508' 0408' 5AL.
1
39
Ii4'
155
RSB -5
STD.
STD.
STD.
1
381-6'
J123
2
14'-8'
36'
820
115
sib`
WPS
w 4
3.1
STD.
STD.
J124
4
Ii' -2'
1/2'
a 1/3
3.9
RELEASE�j
3500
M -220
1
2'1' -3'
24'X62'502, +20904'
504 x20 MIDSPAN
STD.
STD.
3f',
685
225
RSB -1
J125
1
10' -10'
M -221
2
38' -4'
502.+2.8,925'x38' MIDSPAN
504 .29.459138' MIDSPAN
32 503' 8 506' 0308' BAL
1/4'
gUt
3.1
850
245
RSB -2
RELEASE
4300
STD.
STD.
1
35 -4`
•19.2s' x35' MIDSPATi
495"S9135' M OSPAN
I
t
1290
210
R55-3
J220
2
12' -10'
16'J 381-1-PL
3, 5, 1 0.65
3500
1/4'
1 WP
3b
125
4'
6.1
STD.
STD.
03 012'
J221
29
36' -5'
S84-1PT +106
3, 5, 1, 9, 11 (6.5') +1%64' X36' MIDSPAN
4000
11/2'
� 1WPS
1.1
22.1
STD.
STD.
J222
3
36' -5'
58H -2PT +109
3, 5, 1, S, it (6') +109 64' X36' MIDSPAN
!
1%.
19b
STD,
STD.
J223
26
29' -3'
48H-PL +104
3, 5, 1, 9 +104 04' X 20' MIDSPAN
3500
y8'
6 0
183
STD.
STD.
J224
6
28' -11'
STD.
I SF.
J225
1
28' -11'
14;6
STD.
S.F.
J226
2
29' -3'
I
STD.
STD.
J221
1
36' -4'
58H -IFT +106
3, 5, 1, 9, 11 (6.5') +106,94' X36' MIDSPAN
4000
11/2'
6 11/3
1,1
221
STD.
S.F.
* PRODUCTION NOTE: THESE JOISTS REQUIRE f'C 8000 P.S.I.
J O 15 T & C H E D U L. E SHT :0.4 (5TA I RS ROOF )
MARK
QTY.
LENGTH
TYPE
STRAND PATTERN
REL.
CROLUN
SHORE
LOAD
S.I.L.
SLAB
Vu
SPECIAL CONDITION
SPECIAL
SHEAR
ONE
END
OTHER
END
OTH ER
J130
1
24' -5'
12'J 38H -PL
25, 4B, 6.5 0.65
3500
3j4'
SEE FRAMING
125
4-
148
STD.
STD.
0-501
1
03012'
JI31
1
20' -1'
3'e"
24'
350
100
R55-8
sw
,
D -502
I
18' -6'
402" +20904'
406' x18' MIDSPAN
12504' 4508' 0408' DAL.
Ii •
2
STD.
STD.
145
RSB -4
J132
1
11' -6'
D -503
2
38' -6'
402' +40904'
406' x30' MIDSPAN
24504' 8508' 0408' 5AL.
11's'
361
Ii4'
155
RSB -5
STD.
STD.
1
381-6'
j
36'
820
115
R55-6
ROOF (SHT. #4)
S O F F I T B E A M S C H E D U L E PULL •60 TYP. (U.O.N.)
(REL. 3.000 TYP. U.O.N,)
REL.
STIRR
TYPE
TYPE
MK #
QTY.
@
LENGTH
SIZE STRANDS
STIRRUPS
CROWN
DEPTH
DEPTH
Mu
Vu
MK 0
MK
SPECIAL
CONDITION
RELEASE
3500
12
D -500
I
26' -6'
16'X912' 406'x20' MIDSPAN
18'504' 65.8' 0408' BAL.
Zb'
24'
350
100
RSD -1
0-501
1
12' -1'
402' +40904'
406. x10' 9*4' N
504' THR1
3'e"
24'
350
100
R55-8
D -502
I
18' -6'
402" +20904'
406' x18' MIDSPAN
12504' 4508' 0408' DAL.
Ii •
2
36
450
145
RSB -4
D -503
2
38' -6'
402' +40904'
406' x30' MIDSPAN
24504' 8508' 0408' 5AL.
11's'
361
540
155
RSB -5
D-504
1
381-6'
j
36'
820
115
R55-6
RELEASE�j
3500
M -220
1
2'1' -3'
24'X62'502, +20904'
504 x20 MIDSPAN
22 503' 6 506' 308' BAL
�"
3f',
685
225
RSB -1
RELEAS
4300
M -221
2
38' -4'
502.+2.8,925'x38' MIDSPAN
504 .29.459138' MIDSPAN
32 503' 8 506' 0308' BAL
11/21
850
245
RSB -2
RELEASE
4300
M-222
1
35 -4`
•19.2s' x35' MIDSPATi
495"S9135' M OSPAN
I
t
1290
210
R55-3
ARCH. ENG. G.G. NOTE:
- VERIFY S.P.I. ASSUMED MOMENT AND
SHEAR MU =350, VU =100K
1-yl%mims L nz I FAIL
M AW.
3Y SP1.
BT
. ImMF,
(B7 OTHERS)
FOKMINCs p) =TAIL
lu
X BRACING
ALL PANELS
20K
20K
20K
20K
{llpS SCAFF. TOWER
HEAVY DUTY
CTYP)
SCAFF' TOUTER
Y
HEAVY DUTY
(TYP )
SCAFIR TOWER
HEAY DUTY
V
(TYP )i
SCAFF. TOUTER
HEAVY DUTY WFS
lu
5OFF I T SCAFFOLD LAYOUT'
M -221, M -222
D -503, D -504
X BRACNG
r-ALL PANELS 20K
U1PS exCAFF. TOWER HEAVY DUTY
(TYP.)
WPS
& OFFIT SCAFFOLD LAYOUT
D -501
X BRACING
ALL PANELS
20K
F SCAFF. TOUER HEAVY DUTY
1 (TYP.) i —WPS
—wry,–
5OFF I T SCAFFOLD LAYOUT
D -502
ARCHITECT /ENGINEER- OF- RECORD/TILT -UP SPECIALTY ENGINEER /G.CG MOTL:
IT IS THE RESPONSIBILITY OF THE TILT -UP SPECIALTY ENGINEER TO DEaltttJ AN):. DETAIL, 7HE- CONCRETE
LEDGERS AS PER PCI DESIGN HANDBOOK LATEST EDITION. SPECIAL ATTENTION IS REQUIRED WHEN
DESIGNING AND DETAILING THE REINFORCING AT THE END OF THE LEDGER SINCE JOISTS WILL BEAR ON OR
NEAR THE END OF THESE LEDGERS. THE FOLLOWING ARE TWO OF THZ -5TAN. A-R_D FOR SUCH
CONDITION. THESE ARE ONLY RECOMMENDATIONS, THE TILT -UP SPEICTY QL-IIRED TO
DESIGN EACH CONDITION AS JOB SPECIFIC.
ELEVATION ELEVATION
-SPI FIELD OPERATIONS DEPARTMENT NOTE:
TOP VIEW
It is the responsibility or SPI Field Persomel,
to check all shoring material /equipment for
conformance with manuracturer's specifications
and industry standards.
t
SHORING NO TES r
G. C. NOTES:
5TD
1 —THE SOIL SHOULD BE PREPARED & COMPACTED
TO SUPPORT SHORING LOADS INDICATED
(BY G.C.) SEE SHORING DETAIL.
r
2— MAINTAIN SHORING LAYOUT IN DWG.
SEE SHORING DETAIL. sHI
3 —END SHORES WILL BE REMOVED BY SPI
ONE DAY AFTER SLAB PLACEMENT (TYP.).
4— SCAFFOLDING FOR FORMING BM. MUST r
SUPPORT JOIST, SLAB AND CONSTRUCTION 1
LOAD APPLIED TO BM. WHEN END SHORES
ARE REMOVED. 71
BN.
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 NO END SHORES REQUIRED
REMOVAL AT 7, DAYS IF SLAB IS NOT AT AT JOIST ENDS
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 SUBMIT-TED FOR APPROVAL
APPLIED DUE TO THE OMISSION OF THE END SHORES OF THE JOIST.
THUS, THE END SHORES FROM THE JOIST ARE NOT REQUIRED
(SEE SKETCH) CITY OF SOUrtH MIp,M[ FES Z 3 2M
BU[LDING DEPT. STRUCTURAL
SECTION PRESTRESSED
STRUCTUf INDUSTRIES
+ ' �i
TOP OF SLAB
-0.-70 EQUAL EQUAL -01-70 '-0' -TO EQUAL EQUAL EQUAL -0' -TO X BRACING
ALL PANELS
TOP Gf sLAB MIN. TWO BARS 2'-0" 2' -0' 2' -ID' I UJPS SHORE 0 1/3 2 _ID. 20K 1"rgr �Y r ` ° �v ( T ..,_ P T, �; : ...
+�- THRU STIRRUPS 1 U1PS SHORE 0 Ji20, J121, J122, JI24 SHORING BEAM SGAFF. TOUTER HEAVY DUTY
(L J123, JI25� J220 SHORING BE RUC - y
2' 12' BY OTHERS (TYP.) BY OTHERS lTY R�,TI W (�F S I ��LiC 1 Li1�AL �U� I E�
a TF�.'tlSTl o SHORING LAYOUT IZ .� �L -y SPECIAI.T
SHORING LAYOUT % y
ILI T.
Ik4At'4�`ut r J i/�: I
s• It' S• Q , + i'.: wPS = WOOD POST SHORE WPS =WOOD POST SHORE El
m _ :.t. •••—� ! I .' NO EXEPTIONV
TAKE . L
s i N,1S1INDICATED �[:' ;di ,, .zip
s
❑ i�T}C L
:'•• 4 , r..=
MAKE COP
t S _ � —_
t i 01 �^-
.p .: •: •+' • . r `S � _. _, A;4.-
WP
REJECTED e NJIT -.
REt° I axe EI) P;Y: G f: Y: sg v i� � S1 x�,ITTA0f..Ak
24• 16' ' -0' -TO EQUAL EQUAL EQUAL ' -0' -TO DATE: .
2` -ID' 2'-ID' L�r.. sJ� . .
2 [UPS SHORE o 1/3 2: "E IIAS TipE SLTBE TT-kL xA - r7- StG� a e*
J221, J222, J223, J224, J225 SNORING REAM— SCOPE C?F I E�'I ;lf CONSISTS Q.:
Lt3 DB AFLO = ^.0:1RTGiPL cal :a SI( fat
T J226, J22Z BY OTHERS (TYP.) r r n� SCAFFOLD LA�I'OUT �'` 3 :1 c�eITY; �I� 11 �nG eT�
), THAT HES ECIrI�e?StnLCTLccALSU`StI MIRRNUE }i AND U3E0T ES u.,.EI:tC�UM IA(t
�2 SHORING LAYOUT BEENFURN'ISIIG�. �pdA:_�ltc ?j){ rOFV1.�R dT1O3$aY
e^AF i i1 \�i l { X
a, THAT THE SEILa,iITTAL I'.A�IE EEa.e SIGNED r1hD 4 T� .- a a : s $ � i
SEALED BY A FLCi IDA REGISTERED £' � Rrrl�M 20 3,x a YUI N �) k} °��
3. T AT TI, SPEC1 LT 1' i" ,t ,�i' II+ t `.d J k, S4� L �
X44 OITFFFz� 7M
qg 4 y R G
bS _
4:
4'' �� �„�, � r` ^.•T$1 �� 9 � iJ `°:`:I -t G.iasCis
s
Q zco
is
v
d/ } a° EERS
Ch.'s'.,!
CS �i�`^S::Ji�✓' -z
ON E.fit .1 �G°&^4t.",, °.^i 140
L
I
M
ITYP.)
Ell
5OFF I T SCAFFOLD LAYOUT'
M -221, M -222
D -503, D -504
X BRACNG
r-ALL PANELS 20K
U1PS exCAFF. TOWER HEAVY DUTY
(TYP.)
WPS
& OFFIT SCAFFOLD LAYOUT
D -501
X BRACING
ALL PANELS
20K
F SCAFF. TOUER HEAVY DUTY
1 (TYP.) i —WPS
—wry,–
5OFF I T SCAFFOLD LAYOUT
D -502
ARCHITECT /ENGINEER- OF- RECORD/TILT -UP SPECIALTY ENGINEER /G.CG MOTL:
IT IS THE RESPONSIBILITY OF THE TILT -UP SPECIALTY ENGINEER TO DEaltttJ AN):. DETAIL, 7HE- CONCRETE
LEDGERS AS PER PCI DESIGN HANDBOOK LATEST EDITION. SPECIAL ATTENTION IS REQUIRED WHEN
DESIGNING AND DETAILING THE REINFORCING AT THE END OF THE LEDGER SINCE JOISTS WILL BEAR ON OR
NEAR THE END OF THESE LEDGERS. THE FOLLOWING ARE TWO OF THZ -5TAN. A-R_D FOR SUCH
CONDITION. THESE ARE ONLY RECOMMENDATIONS, THE TILT -UP SPEICTY QL-IIRED TO
DESIGN EACH CONDITION AS JOB SPECIFIC.
ELEVATION ELEVATION
-SPI FIELD OPERATIONS DEPARTMENT NOTE:
TOP VIEW
It is the responsibility or SPI Field Persomel,
to check all shoring material /equipment for
conformance with manuracturer's specifications
and industry standards.
t
SHORING NO TES r
G. C. NOTES:
5TD
1 —THE SOIL SHOULD BE PREPARED & COMPACTED
TO SUPPORT SHORING LOADS INDICATED
(BY G.C.) SEE SHORING DETAIL.
r
2— MAINTAIN SHORING LAYOUT IN DWG.
SEE SHORING DETAIL. sHI
3 —END SHORES WILL BE REMOVED BY SPI
ONE DAY AFTER SLAB PLACEMENT (TYP.).
4— SCAFFOLDING FOR FORMING BM. MUST r
SUPPORT JOIST, SLAB AND CONSTRUCTION 1
LOAD APPLIED TO BM. WHEN END SHORES
ARE REMOVED. 71
BN.
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 NO END SHORES REQUIRED
REMOVAL AT 7, DAYS IF SLAB IS NOT AT AT JOIST ENDS
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 SUBMIT-TED FOR APPROVAL
APPLIED DUE TO THE OMISSION OF THE END SHORES OF THE JOIST.
THUS, THE END SHORES FROM THE JOIST ARE NOT REQUIRED
(SEE SKETCH) CITY OF SOUrtH MIp,M[ FES Z 3 2M
BU[LDING DEPT. STRUCTURAL
SECTION PRESTRESSED
STRUCTUf INDUSTRIES
+ ' �i
TOP OF SLAB
-0.-70 EQUAL EQUAL -01-70 '-0' -TO EQUAL EQUAL EQUAL -0' -TO X BRACING
ALL PANELS
TOP Gf sLAB MIN. TWO BARS 2'-0" 2' -0' 2' -ID' I UJPS SHORE 0 1/3 2 _ID. 20K 1"rgr �Y r ` ° �v ( T ..,_ P T, �; : ...
+�- THRU STIRRUPS 1 U1PS SHORE 0 Ji20, J121, J122, JI24 SHORING BEAM SGAFF. TOUTER HEAVY DUTY
(L J123, JI25� J220 SHORING BE RUC - y
2' 12' BY OTHERS (TYP.) BY OTHERS lTY R�,TI W (�F S I ��LiC 1 Li1�AL �U� I E�
a TF�.'tlSTl o SHORING LAYOUT IZ .� �L -y SPECIAI.T
SHORING LAYOUT % y
ILI T.
Ik4At'4�`ut r J i/�: I
s• It' S• Q , + i'.: wPS = WOOD POST SHORE WPS =WOOD POST SHORE El
m _ :.t. •••—� ! I .' NO EXEPTIONV
TAKE . L
s i N,1S1INDICATED �[:' ;di ,, .zip
s
❑ i�T}C L
:'•• 4 , r..=
MAKE COP
t S _ � —_
t i 01 �^-
.p .: •: •+' • . r `S � _. _, A;4.-
WP
REJECTED e NJIT -.
REt° I axe EI) P;Y: G f: Y: sg v i� � S1 x�,ITTA0f..Ak
24• 16' ' -0' -TO EQUAL EQUAL EQUAL ' -0' -TO DATE: .
2` -ID' 2'-ID' L�r.. sJ� . .
2 [UPS SHORE o 1/3 2: "E IIAS TipE SLTBE TT-kL xA - r7- StG� a e*
J221, J222, J223, J224, J225 SNORING REAM— SCOPE C?F I E�'I ;lf CONSISTS Q.:
Lt3 DB AFLO = ^.0:1RTGiPL cal :a SI( fat
T J226, J22Z BY OTHERS (TYP.) r r n� SCAFFOLD LA�I'OUT �'` 3 :1 c�eITY; �I� 11 �nG eT�
), THAT HES ECIrI�e?StnLCTLccALSU`StI MIRRNUE }i AND U3E0T ES u.,.EI:tC�UM IA(t
�2 SHORING LAYOUT BEENFURN'ISIIG�. �pdA:_�ltc ?j){ rOFV1.�R dT1O3$aY
e^AF i i1 \�i l { X
a, THAT THE SEILa,iITTAL I'.A�IE EEa.e SIGNED r1hD 4 T� .- a a : s $ � i
SEALED BY A FLCi IDA REGISTERED £' � Rrrl�M 20 3,x a YUI N �) k} °��
3. T AT TI, SPEC1 LT 1' i" ,t ,�i' II+ t `.d J k, S4� L �
X44 OITFFFz� 7M
qg 4 y R G
bS _
4:
4'' �� �„�, � r` ^.•T$1 �� 9 � iJ `°:`:I -t G.iasCis
s
Q zco
is
v
d/ } a° EERS
Ch.'s'.,!
CS �i�`^S::Ji�✓' -z
ON E.fit .1 �G°&^4t.",, °.^i 140
L
I
M