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#5 VERTICAL BAR W/ 10
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. , HOOK EMBEDDED 8" -MIN. I _
SEE FLOOR PLAN FOR
83'-4' -
LAYOUT. -._- - __-_
TYP. #5 TOP BARS @ 12" O.C. W/
12" HOOK 1" FROM TOP OF SLAB ,101 73,-4,
#5 BOTTOM BARS (SEE. SHEET S2) 10---- 1. Z
27-102' 10 5Z 35O
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FFE.0.00 FLOOR
' D D `"
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3 #5 BARS CONTINUOUS
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SEE FLOOR PLAN FOR
_LAYOUT. I
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TYP .#STOP .BARS 12 O.C. --- ----_-...—_ .� I. - - I --. -- °' �
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12 HOOK 1 FROM TOP OF SLAB _
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BOTTOM BARS SEE SHEET 52
#4 TEMPERTURE ( ) 27. 4 ( "
8... In
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BARS CONTINUOUS
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1 W/ #3 STIRRUPS I I :: I SEE ARCHITECTURAL PLANS FO P
' OF ALL PLUMBING FIXTURE AND HOSE BIBS. - - -
FIN. FLR.. 0.0
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SCALE. 3 4 -1 0 _
FIN. FLR. 10.3�
B
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9 8 _- nn
�� i FIN: FLR. 0.5 V/.
TYP. TOP BARS 1 FROM TOP OF SLAB I
1 BOTTOM BARS (SEE SHEET 52) 17
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SCALE: 1/2 = 1 -0
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AD #5 Z BARS t. d —
D TYP BAR
TYRBOTTOM BARS. L: ` —
TYP. TOP BAR FIN. FLR.= +0.0
TYP. BOTTOM BARS _ ,_ „ _ „ Q 14'-4° Q ` 14'-6' -,..
4" N. STEP 10 4 ' Q 14 4 Q 14 4 -. 0 14 6 1
6 53'-7z° 29,_8j" - Q
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_ — W
(3) #5 BARS CONTINUOU -
TOP &:BOTTOM
W/ #3 STIRRUPS
.SECTION IC
SCALE: 1/2" _ 1, 0„
- I (3) #5 BARS CONTINUOUS (3) #5 BARS CONTINUOUS
TOP & BOTTOM TOP & BOTTOM
#5 VERTICAL BAR W 10" : W #3 STIRRUP / Wj #3 STIRRUPS / S
HOOK EMBEDDED6 MIN SEE GRADE BEAM SCHEDULE FOR
BEAM SCHEDULE
BEAM
BOTTOM
TOP BARS
#3 STIRRUPS
SIZE
BARS
24" W X 20' D" `
4 @ 10" O.C. STARTING
27" W X 20' D
3- #5
3- #5
AT 5" FROM SUPPORT
REMAINDER AT 48' O.C.
IMPORTANT
A<)
CONTRACTOR. SHALL HAVE SURVEYOR
LOCATE ALL PILES AND BUILDING CORNERS
BEFORE PLACEMENT.
0
SEE FLOOR PLAN FOR
5 BAR SIZE OF BEAM AND STIRRUPS -
.LAYOUT. FIN. FLR. LL W
TOP BARS 12 O.C.
U
REQUIRED TYP. #5 O @ „
e o e e a e
W 12" HOOK 1" FROM TOP OF SLAB 8 CURB I I,' z. d,
FIN. FLR. _ +0. LU
#5 BOTTOM BARS
SEE SHEET S2 FOR BA7NNIU
SPACING > M
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W/.#35TIRRUPS �k1�-6' �. J
" 3' FOR SPACING FOR SPACING LLJ
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SECTION D BEAM INTERSECTION DETAIL N Z
SCALE: 1/2" = V-0' 1
SCALE: 1/2„ 1'_0" � �. Q
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0 OM BARS 1 -2 DOOR RECESS SEE SHEET52 FOR BAR SPACING SEE SHEET S2 FOR BAR SPACING 2%4' TYP. #-' STIRRUP �?- OD N,• S.
TYP TT TYP. TOP BAR TYP. BAR n EE O ..•..,• M/ ��
...3/4„ P. BOTTOM BARS 6,�_ TYP. Z BAR TYP. BAR FIN. FLR. _ +0.0' TYP. BOTTOM BAR 2' �� y
L. TYP. TAP BARS
TAMPER HOOP 1" TYP. BOTTOM BARS , � � FIN. FLR. +0.0' � 6
.... _ 4 N. STEP TYP. BOTTOM BARS '
0
ROWER
(3)#5 BARS CONTINUOU` SEE SHEET S2 FOR BAR SPACING .REBAR: DETAILS _
N ..
TOP & BOTTOM 6' SCALE: 1/2" = 1'-0" _
W/ #3 STIRRUPS N. „ d �.•.. ...�• ' x
ADD Z BARS
(3). #5 BARS CONTINUOU F 'ORIOP•'
20'
W/ 0 3 STIRRUPS Jay /
ADD #4 Z BARS F'- ff4l1,`4+�'�
8 _ @ 15" O.C. ENGINEER'S CERTIFICATION. SHEET
.SECTION
iE� _r'-._.24" � A. THESE DESIGN PLANS AND SPECIFICATIONS WERE DESIGNED
J 2 �V SHOWER RECESS DETAIL IN ACCORDANCE WIT OTHER TRUSCE TUBES, UM OWITH T LOADS
SCALE: 1/2" = 1'-0" FOR LOADS
BANDUILDINGS OTHER STRUCTURES, TO WITHSTAND THE /�
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND
.SECTION ' F' SCALE: 112" = V-0" SPEED OF 170 MILES PER HOUR 3-SECOND GUST, EXPOSURE D.
SCALE:3/4 V-0"
OF 2
TO THE BEST OF MY. KNOWLEDGE, THIS STRUCTURAL SLAB COMPLIES AND. HAS BEEN. DESIGNED IN ACCORDANCE WITH §ECTION 1609 OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE 21126
TEMPERATURE STEEL TO
Q
p
EXTEND INTO GRADE BEAM -
12" @ 15": O.C. )N TOP OF #5 TYPICAL #5 TYPICAL #5 USE 4' Z BARS TYPICAL #5 TYPICAL #5 TYPICAL #5
BOTTOM. ` BOTTOM 80TTOM BOTTOM BOTTOM
BOTTOM STEEL. FOR TRANSITIONS
STEEL @12" STEEL @ 12" STEEL @ 12 STEEL @ 12 STEEL @ 12
GENERAL DESIGN NOTES O.C. O.C. @ RECESS O.C. O.C. O.C.
1. THE DESIGN:& CONSTRUCTION OF THIS STRUCTURE SHALL FULLY COMPLY WITH THE SEVENTH EDITION OF THE (2020) FLORIDA - -
BUILDING CODE, ACI318-19,. NCMA, NATIONAL FOREST PRODUCT ASSOC., NOS, AND ANY OTHER NATIONALLY RECOGNIZED I
HISBODYOFWORK. -.. _ _ - -..: - ICI lr-
ORGANIZATIONS THAT GOVERNT } �. I T_
�1. ��.
2. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED ATTHE IOCALAGENCY (BUILDING DEPARTMENT
AND SHOULD BE FOLLOWED AS INSTRUCTED,. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ROOF PITCH, ELEVATIONS, SIZES AND:
LOCATION OF WALL OPENINGS, COLUMNS AND SLAB FINISHES WITH THE CONSTRUCTION PLANS BEFORE COMMENCING
CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE OR HAVE
#4 TEMPERATURE STEEL TO
DISCREPANCIES, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES THAT SHALL BE EXTEND INTO GRADE BEAM
- ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 12"@15"O.C. ON TOP OF#5
3. DO NOT SCALE DRAWINGS. r - I I BOTTOM STEEL.
aN M Q 10 t0
TYPICAL #4 T.
BOTTOM
STEEL @ 12" --f-L z
O.C.
- cn
N
#4 TEMPERATURE STEEL TO J J ~ Q
EXTEND INTO GRADE BEAM
-` 12".@15"O.C. ON TOP OF#5 p
0
w
BOTTOM STEEL. z zz Ld w
DESIGN PARAMETERS FOR WIND LOAD
oo:co0
COMPLIANCE
#4 TEMPERATURE STEEL TO m
TYPICAL #4 - EXTEND INTO GRADE BEAM m w
1. BUILDING RISK CATEGORY II ro Z
2:. FLORIDA BUILDING CODE 7TH EDITION (2020)
BOTTOM 12" 15 O.C. ON TOP OF #5
STEEL @ 12 BOTTOM STEEL:
3. BUILDING DESIGN IS ENCLOSED
O.C.
A.. 7
- 4. -MEAN ROOF HEIGHT IS 20 I -. N O
5. ROOF PITCH 6/12 DEGREES 7
6. + - W
COEFFICIENT 0.18 Z
INTERNAL PRESSURE
17 7. WIND SPEED IS 0 MPH 3 SECOND GUST
9. WIND EXPOSURE CLASSIFICATION: D Cp
_ i .�. w
10. IMPORTANCE FACTOR 1.00: � : - -
J
N
W W
11. LOADS 1 I � I -'-1-I �I -�� I I-1��-.-I�
FLOOR 40 PSF I �. U ?
ROOF/DEAD 15 PSF T J� - - _
.ROOF/LIVE 20 PSF-
-
WALL 64 PSF
T
12. SEE SOILS REPORT FROM KSM ENGINEERING AND TESTING NC. FOR SOIL BEARING
PRESSURE (KSM PROJECT #210106-b) l
-r.
T
TYPICAL #4
BOTTOM T. Vr n
STEEL @ 12
-a-
I
O.C.
SITE PREPARATION + 'I �4 1 41 41-H +ILL'"
� � � �
�� > N
IIS.E 4 Z BARS
N AREA HAS BEEN DESIGNED PER KSM ENGINEERING AND TESTING KSM PROJECT :. � z M
THE PROPOSED BUILDI G (KSM)
NUMBER 210106-b). THIS STRUCTURE HAS BEEN DESIGNED PER THE PRESSURE GROUTING OPTION SHOWN ,` ALL BOTTOM STEEL TO BE 3" ABOVE GRADE FOR TRANSITIONS Im
ON PAGE 5 OF THE KSM REPORT. .TYPICAL 4" Z BARS FOR EASE CONTRACTOR MAY : Nw o.
TERMINATE BOTTOM:STEELATINTERIORGRADE ".o>
p M
�, TYPICAL BOTTOM STEEL LAYOUT PLAN
TYPICAL #5
KSM HAS REQUIRES THE DENSIFICATION OF THE SOILS TO BE VERIFIED. A COPY Of THE REPORT. SHALL BE TYPICAL #5 BEAMS AT 12 FROM CENTER'OF GRADE BEAM. O
SUBMI17ED TO THE FOUNDATION ENGINEER FOR REVIEW. : - BOTTOM BOTTOM SCALE: 3 16' 1'-0" BOTTOM OO..II z.
" / STEEL 12" � F
STEEL
@
STEEL @ 12 @ Q
O.C. ILL
�-
COMPACTED FILL. : (no
AREAS SHALL BE EXCAVATED AND REPLACED ITH CLEAN ANY SOFT YIELDING R
_ U
AFTER THE CONSTRUCTION SURFACE HAS BEEN APPROVED BY KSM AND INSPECTED TO VERIFY THAT THE Ld
SITE HAS BEEN PROPERLY PREPARED, THE CONSTRUCTION SITE MAY BE FILLED TO THE ESIRED GRADES. m
ALL FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND MATERIAL PLACED IN LOOSE LAYERS OF 12 - 0
INCHES THICK MAXIMUM LIFTS. COMPACT EACH LIFT TO AT LEAST 95 PERCENT OF ITS .,M IFIED PROCTOR `, - ,r o,. a " ' • P -
VALUE (ASTM D 1557). I ..-''
w.-^�•"�'a" -' - ALL TOP STEEL TO BE PLACED 1" FROMTOPOF FINISH FLOOR >
1�+ ALL TOP STEEL MAY BE PLACED DURING POUR
FIELD DENSITY TESTS SHOULD BE PERFORMED AT APPROPRIATE TIMES DURING THE EARTH WORK `_ -"'" '"'� • `� <_. , '^ "" "� `
�f'' " ` ' ' • ` PLACE HOOK BARS 2" FROM. EDGE
OPERATIONS IN ORDER TO VERIFY THAT THE SITE PREPARATIONS AVE BEEN PROPERLY 'CONSTRUCTED. - -' � � � SPACE 1ST BAR 6" MIN.
r TYPICAL #5 TOP STEEL TYPICAL #5 TOP STEEL TYPICAL #5 TOP STEEL-"
TEEL TYPICAL #5 TOP STEEL TYPICAL #5 TOP STEEL FROM GRADE BEAM (TYP.)
10' LONG W/ 10" HOOK IO' LONG W/ 10" HOOK 10' LONG W/ 1A" HOOK 10' LONG W/ 10".HOOK :10' LONG W/ 10" HOOK. -
@ 10" O.C. @ 10" O.C. @ 10" O.C. : @ 10" O.C. @ 10 O.C. z
NOTES: O
I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATESTEDITIONS OF ACI3
1'
' "SPECIFICATION FOR STRUCTURAL. CONCRETE. FOR BUILDINGS, AND ACI 318 BUILDING CODE
4" P AX. Q
REQUIREMENTS FOR STRUCTURAL CONCRETE: SH WE
` FORMWORK FOR CONCRETE. 1
L
2.'- FORMWORK SHALL COMPILE WITH.ACI 347R, GUIDE TO FORM 0 IREC SS
3. -" ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12 BELOW GRADE. Hfl-
IR. CONDITIONED SPACES GARAGES. HOLES - '
I-
4. PROVIDE A MINIMUM OF6 MIL VAPOR BARRIER AT ALL A I W
TYPICAL #S.TOP
IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS (OVERLAPPED 6 AT JOINTS) AND ' ` TYPICAL #5 TOP TYPICAL #5 TOP i TYPICAL #5 TOP TYPICAL #5 TOP
�� ' � �� � �� � STEEL.15'LONG @ i
CUT-OUTS AS PER ASTM E-96. - - LONG r STEEL - :�
- STEEL 9. 6 LONG STEEL 9 6 L 9 6 LONG STEEL 15 LONG @
_ TYPICAL #STOP STEEL 12
- ALL HAVE A MINIMUM 28 -DAY �� �� �� „ O.C.
S. CONCRETE IN GRADE BEAMS AND STRUCTURAL SLAB SHALL 12 O.C. 12 O.C. @ 12 O.C. 12 O.C.
, @ @ `TYPICAL #5 TOP STEEL
T. CYLINDERS TAKEN EVER 50
0 LONG W 10 HOO
-STRENGTH OF 3,000 PSI. .THE STRENGTH SHALL BE VERIFIED Y TES C
: 10 LONG W/ 10 HOOK
1
EACH DAY CONCRETE IS PLACED. @EACH END 10 i..
C.Y.PLACED & @ 10 D.C.
SLUMP SHALL BE 5 +
O.C.
6. ..CONCRETE MAXIMUM0
A
TO ASTM 615
7.-.- REINFORCEMENTSTEELSHALL BE DEFORMED, NEW BILLET STEEL CONFORMING.
-i
GRADE 60 FREE FROM OIL, SCALE AND RUST AND PLACED
L.DETAIL FABRICATE AND INSTALL LL
- -
'REINFORCING PER ACICO __.
INTERSECTION OF GRADE BEAMS OF THE-
8: PROVIDE BENT BARS AT ANY CHANGE IN DIRECTION AND S
FOR TOP BARS AND
SAME SIZE IN THE BEAMS. GRADE BEAMS SHALL BE SPLICED- T MID SPAN O h-
FOR THE BOTTOM BARS. " OVER PILES
COVERAGE SHA
LL BE AS .FOLLOWS.
9. .THE MINIMUM CONCRETE
CAST AGAINST EARTH. 3- i TYPICAL TOP STEEL
I_
r T
EARTH OR WEATHER
'I,. _ '. �'
EXPOSED TO :. _ I 10 LONGW 1
.. /. 0 HOOK
c
:. #5 BAR AND SMALLER 1 /z '.
@ 1D",o:c,
#6BAR AND LARGER 2
HAVE PLASTIC COATED & FEET: IF. EXPOSED
10. PROVIDE CHAIRS &BOLSTERS. BOLSTERS SHALL HA ( 1- -
W
TO EXTERIOR. ELEMENTS <- '. �.. ,
Y MUDDY OR OFT SPOTS ALLOWED. i i
STANDING ON THE SUBGRADE NOR ANS r - 1f. NO FREE WATERSTYPICAL #5 TOP". TYPICAL #5 TOP - �
TYPICAL # 5 TOP Z
TED BY ENGINEER TO tt
ONCRETE PLACI G PROVIDE 24 HOUR
r _ d-
Y2. .ALL STEEL SHALL BE INSPECTED N (. ,.. `. STEEL9 -6 LONG STEEL 9 -6 LON�'- � ��
TEFL 9 -6 LONG W rn
NOTICE). 2 Z.. w V
@ 12 O.C. @ 12 O.C. ., (
@ 12 O.C.T : W > M
TYPICAL #5 TOP STEEL �
_J
L�
- 1 L N W 1 H K
TYPICAL 4 Z BARS
TYPICAL R Ld
ix
D.C. ND @ 10 ':z w
D.C.
.TYPICAL #5 TOP STEEL 7
TYPICAL #5 TOP STEEL -JJ7- U
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TYPICAL #5 TOP STEEL Y
1 ,
10 LONG W 10 HOOK :
D,N
/ �� /
ot
@EACH END @ 10 '. '
D.C. �� N T
J
4- [4t N_
N =
- - - - -
' . 4
TYPICAL #5 TOP STEEL TYPICAL #5 TOP STEEL TYPICAL #5 TOP STEEL TYPICAL #5 TOP STEEL TYPICAL #5 TOP STEEL % s.. ..
5' LONG W/ SO' HOOK 5' LONG W/ 10' HOOK 5' LONG W/ 10" HOOK S' LONG W/ 10' HOOK- 5' LONG W/ SO HOOK / S ,,�
TYP. #5 TOP BARS @ SHALL BE @ SO" O.C. @ 10" O.C. @ 10" O.C., @ 10' O.C. @ 10" D.C. / NU J' PLACED 1" FROM TOP OF SLAB Ist-IT
TOP STEEL LAYOUT PLAN
SCALE: 3/16' - V-0" S 2
OF
2
TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURAL SLAB COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 7TH .EDITION (2020) FLORIDA BUILDING. CODE 21126.
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