09-177-003J O I S T S C H E D U L E SHT # I (SECOND FLOOR
MARK
QTY.
LENGTH
TYPE
STRAND PATTERN
REL.
CROWN
SNORE
LOAD
S.I.L.
SLAB
Vu
SPECIAL CONDITION
SPECIAL
SHEAR
STEEL
ONE
END
OTHER
END
OTHER
JIOO
4
24' -2'
12'J 38H -PL
25, 45, 65 0.65
3500
3/4'
1 1W 3S
4.8
15
4-
129
STD.
STD.
TYPE
MK#
QTY.
.1101
10
22' -6'
CROWN
FULL
Mu
Vu
MK •
CONDITION
RELEASE
3500
x
M -200
1
-3'
24'Xbii2' 5 ,52' +20504'
5*4' x20' MIDSPAN
j
Iii'
36'
650
215
55-1
STD-
STD -
M -201
2
J102
3
19'-10'
24 '5 ®4` •4 ®8' BAL
1�2'
800
225
SB -2
1 '/2'
3.9
5®4' #2"45X38' MIDSPAN
STD.
STD.
J103
2
14-1'
-2925'X35' MIDSPAN
3 /8'
1 4,
31
105
STD.
STD.
4300
J104
3
19 ° -10'
- 2g.45>�5' MIDBPAN
1/2'
I%3
3.9
105/15
X BRACING
STD.
STD.
ALL PANELS
20K 20K 20K 20K
WPg SCAFF. TOWER SCAFF. TOUTER SCAFF. TOUTER SCAFF. TOWER
HEAVY DUTY HEAVY DUTY HEAVY DUTY
J200
2
12' -10'
16'J 38H -PL
3,5'-1 0.65
3500
1i4'
1�WPS
3.6
105
4'
13.1
STD-
STD -
J2 @1
25
31' -I'
SI3H -1PT
3, 5, 1, 9, Il (15')
134'
®lj3
1.1
15/105
2@5
STD.
STD.
J202
4
36' -9'
❑ ❑
15/05
STD.
SF_
J203
1
31' -0'
15/105
STD.
SF_
J204
21
29' -3"
48H-PL
3, 5, 1, 9
y8'
6 0
105
16.1
STD.
STD.
J205
5
28' -11'
+
105
,
STD.
SF-
J206
1
23' -8'
361 -1 -PL
3, 5, 1
lie
®Ijg
4.9
105
13.1
STD.
SF-
SECOND FLOOR (SHT. #1)
rVlCI- IIIYG3 VC I AAIL-
GONG. SLAB
rBYOW ARCH ITECT /ENGINEER- OF- RECORD/TILT -UP SPECIALTY ENGINEER/G.Q. NOTE:°
MELF-W a"e°D IT 15 THE RESPONSIBILITY OF THE TILT -UP SPECIALTY ENGINEER TO.D- ESil.�i�l A�J.p ;�CTA' -THE CONCRETE
BY SPJ. 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 TF� $TAtiCA�D FCi.,DET:^15 FOR SUCH
• , CONDITION. THESE ARE ONLY RECOMMENDATIONS, THE TILT -UP 5PEC'ALTY ENGINEER IS REaJIRED TO
DESIGN EACH CONDITION AS JOB SPECIFIC.
r 5' 2' 2' -3'
I
n L # �GR�
n
2 # 4 GR 60
# GR-60
SHEAR FRICTION CONNECTION DETAIL
16° JOIST
-0' -TO EQUAL EQUAL ' -0' -TO
I WPS SHORE A 1 T -0'
J103, J200 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
EQUAL EQUAL EQUAL ' -0' -TO
2 UPS 0 SHORE 0 1/3 T -0'
J201, J202, J203, J204, J205 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
SOFFIT SCAFFOLD LAYOUT
M -201, M -202
EQUAL EQUAL EQUAL ' -0' -TO
I WPS SHORE ® 1/3 21-01
J100, J101, J102, J104, J206 SHORING BEAM
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
ELEVATION
X BRACING
ALL PANELS
20K
SCAFF. TOWER HEAVY DUTY
(TYP.) r —WPS
NAILER
F F I T B E A M S C H E D
n•�uc,!•! ouT. rTYPa
BY OTiffR55
T4T -LIP
cEL ANGLE
BY SPJ.
PLYWOOD AFFIXED (BY or
TYP. (U.O.N.)
TO TILT -UP PANEL
a
BY OTF$Ra
I'-�
FORMINGS DETAIL
r 5' 2' 2' -3'
I
n L # �GR�
n
2 # 4 GR 60
# GR-60
SHEAR FRICTION CONNECTION DETAIL
16° JOIST
-0' -TO EQUAL EQUAL ' -0' -TO
I WPS SHORE A 1 T -0'
J103, J200 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
EQUAL EQUAL EQUAL ' -0' -TO
2 UPS 0 SHORE 0 1/3 T -0'
J201, J202, J203, J204, J205 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
SOFFIT SCAFFOLD LAYOUT
M -201, M -202
EQUAL EQUAL EQUAL ' -0' -TO
I WPS SHORE ® 1/3 21-01
J100, J101, J102, J104, J206 SHORING BEAM
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
ELEVATION
X BRACING
ALL PANELS
20K
SCAFF. TOWER HEAVY DUTY
(TYP.) r —WPS
S O
F F I T B E A M S C H E D
U L
E
PULL
TYP. (U.O.N.)
5' 14" 5"
a
I'-�
3.60
(REL. 3,000
TYP. U.O.N.)
STIRR
T'A'E
ENG.
SPECIAL
REL.
TYPE
MK#
QTY.
LENGTH
SIZE STRANDS
STIRRUPS
CROWN
FULL
Mu
Vu
MK •
CONDITION
RELEASE
3500
1
M -200
1
-3'
24'Xbii2' 5 ,52' +20504'
5*4' x20' MIDSPAN
18 05 *4' 04 08' BAL
Iii'
36'
650
215
55-1
RELEASE
M -201
2
38' -4`
502'- 2g.25'XW' MIDSP.4N
24 '5 ®4` •4 ®8' BAL
1�2'
800
225
SB -2
4300
5®4' #2"45X38' MIDSPAN
-
RELEASE
-2925'X35' MIDSPAN
4300
M -202
1
35' -4"
- 2g.45>�5' MIDBPAN
1215
254
S -3
X BRACING
ALL PANELS
20K 20K 20K 20K
WPg SCAFF. TOWER SCAFF. TOUTER SCAFF. TOUTER SCAFF. TOWER
HEAVY DUTY HEAVY DUTY HEAVY DUTY
HEAVY DUTY
A ( TYP) CTYPJ CTYPJ (TYR) �/
❑ ❑
r 5' 2' 2' -3'
I
n L # �GR�
n
2 # 4 GR 60
# GR-60
SHEAR FRICTION CONNECTION DETAIL
16° JOIST
-0' -TO EQUAL EQUAL ' -0' -TO
I WPS SHORE A 1 T -0'
J103, J200 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
EQUAL EQUAL EQUAL ' -0' -TO
2 UPS 0 SHORE 0 1/3 T -0'
J201, J202, J203, J204, J205 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
SOFFIT SCAFFOLD LAYOUT
M -201, M -202
EQUAL EQUAL EQUAL ' -0' -TO
I WPS SHORE ® 1/3 21-01
J100, J101, J102, J104, J206 SHORING BEAM
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
ELEVATION
X BRACING
ALL PANELS
20K
SCAFF. TOWER HEAVY DUTY
(TYP.) r —WPS
TOP OF SLAB
E!��`J
/
= MM. TWO E 4R5
Q TI-M STIR
LLI
5' 14" 5"
a
I'-�
24'
T'A'E
r 5' 2' 2' -3'
I
n L # �GR�
n
2 # 4 GR 60
# GR-60
SHEAR FRICTION CONNECTION DETAIL
16° JOIST
-0' -TO EQUAL EQUAL ' -0' -TO
I WPS SHORE A 1 T -0'
J103, J200 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
EQUAL EQUAL EQUAL ' -0' -TO
2 UPS 0 SHORE 0 1/3 T -0'
J201, J202, J203, J204, J205 SHORING BEAM—
BY OTHERS (TYP.)
SHORING LAYOUT
SOFFIT SCAFFOLD LAYOUT
M -201, M -202
EQUAL EQUAL EQUAL ' -0' -TO
I WPS SHORE ® 1/3 21-01
J100, J101, J102, J104, J206 SHORING BEAM
BY OTHERS (TYP.)
SHORING LAYOUT
WPS = WOOD POST SHORE
ELEVATION
X BRACING
ALL PANELS
20K
SCAFF. TOWER HEAVY DUTY
(TYP.) r —WPS
'►' -0' j. L T -0'
SOFFIT SCAFFOLD L,4`I'"OUT
M -200
REVIEW OF STRUCTURAL SUBN,11 AL
N0 EXEPTi0:N Tr"1KEIi
n,LU` E CC I.TZECiiONS DNDTCATED II
1.22 EJECT1`D r . sU �«.T
5---
SCOP C . "Ex F- CGt NIS£ TS0 .
I. T14'1" yyT''IK, ' a�gy. S1° ;C URAL SUM 11T'771L HVE
SEt'!z .. 2T
717+0'44 LD L C _ k a3 ,2IFw3Z5
ELEVATION
-SPI FIELD OPERATIONS DEPARThENT NOTE:
It is the responsibility or SPI Field Personnel,
to check all shoring material /equipment for
conformance with manufacturer's specifications
and industry standards.
t
!
SHORING NOTES r
I
!
I
G. C. NOTES: `
STD
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. SHIM
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.
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
APPLIED DUE TO THE OMISSION OF THE END SHORES OF THE JOIST. SUBMITTED FOR APPROVAL
THUS, THE END SHORES FROM THE JOIST Aej�, 88 BY WMAMI
(SEE SKETCH) BUIL0,IN ' 0WNTt
Fta 2 3 `tuU9
STFtUCTU AL ECTION STRUCTURAL
PRESTRESSED
INDUSTRIES
APPROVED BY:
RFA 7F r OF ST T tg ,'IT Rt'-' T sun —? MTTAL
1G` t ° e 4iG 4 v sE:-4 CI
f. ekiiiG tcis•. �. t.t.<):tiu 1Nr-11CU D i
aCw; tit "' it CGiiSim OF.
a. WATi1T- zP'_O MEDSTRUC- 1bT AIL SU73M ITV, t1AVv'
v- \? R1nPN RED,
I TR AT Tixri' SL'aRa T i ;i 1 kvz aaa; s,,-- ` r ra
t�
-ALM xY A EI m- a
y 1,s 'i t^..^'T a 1„"' '^t; -•g.g ,ii�'`is€`�r..'� 'F.F sl: �`'•%
COP., =.L GA,,3L �s FLORIDA 33134
PFO,�E: rc5 -e45 -5,00
E!��`J
I'-�
'►' -0' j. L T -0'
SOFFIT SCAFFOLD L,4`I'"OUT
M -200
REVIEW OF STRUCTURAL SUBN,11 AL
N0 EXEPTi0:N Tr"1KEIi
n,LU` E CC I.TZECiiONS DNDTCATED II
1.22 EJECT1`D r . sU �«.T
5---
SCOP C . "Ex F- CGt NIS£ TS0 .
I. T14'1" yyT''IK, ' a�gy. S1° ;C URAL SUM 11T'771L HVE
SEt'!z .. 2T
717+0'44 LD L C _ k a3 ,2IFw3Z5
ELEVATION
-SPI FIELD OPERATIONS DEPARThENT NOTE:
It is the responsibility or SPI Field Personnel,
to check all shoring material /equipment for
conformance with manufacturer's specifications
and industry standards.
t
!
SHORING NOTES r
I
!
I
G. C. NOTES: `
STD
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. SHIM
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.
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
APPLIED DUE TO THE OMISSION OF THE END SHORES OF THE JOIST. SUBMITTED FOR APPROVAL
THUS, THE END SHORES FROM THE JOIST Aej�, 88 BY WMAMI
(SEE SKETCH) BUIL0,IN ' 0WNTt
Fta 2 3 `tuU9
STFtUCTU AL ECTION STRUCTURAL
PRESTRESSED
INDUSTRIES
APPROVED BY:
RFA 7F r OF ST T tg ,'IT Rt'-' T sun —? MTTAL
1G` t ° e 4iG 4 v sE:-4 CI
f. ekiiiG tcis•. �. t.t.<):tiu 1Nr-11CU D i
aCw; tit "' it CGiiSim OF.
a. WATi1T- zP'_O MEDSTRUC- 1bT AIL SU73M ITV, t1AVv'
v- \? R1nPN RED,
I TR AT Tixri' SL'aRa T i ;i 1 kvz aaa; s,,-- ` r ra
t�
-ALM xY A EI m- a
y 1,s 'i t^..^'T a 1„"' '^t; -•g.g ,ii�'`is€`�r..'� 'F.F sl: �`'•%
COP., =.L GA,,3L �s FLORIDA 33134
PFO,�E: rc5 -e45 -5,00