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MARK
SIZE
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REINFORCEMENT
REMARKS
BOTTOM
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1F-16
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2. SFLICE TOT✓ 5AR5 AT MID SPAN LJ/ 30 BAR DIAi`i= -R LAP SPLICES.
3. SFLICE '1' 5-'RS AT SU=P"OiRTS W/ 30 BAR D1AME TER LAP SPLiCEv_
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DETAIL
314' = 1'-0'
1 1/2' CL;_
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3/4' : I'-0'
1'-0'
I !
8'
STRIJCTURAI. N017ES
1. FOUNDATION:
b FOUNDATION VrS I' -M CONSISTS OF SPR.AD F-OOTiNGS DESIGNED FOR AN
ALLOWABLE SOIL BEARING PRESSURE OF 5000 FSF. FOOTINGS SHALL REAR
ON UND157URBED LiMIEROSK, SEE SOIL STATEMENT IN 6-1
2. G-�R4L:
A, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA
BUIL01%; CODE, 2001 EDITION, ASCE 1-S8 MINIMUM DESIGN LOADS FOR BUILDINGS,
THE ACi 318-S9 BUILDING CODE, AND ALL APPLICABLE FEDERAL, STATE AND
DETAIL LOCAL ORDINANCES.
$. THESE DRAWINGS AND �t >- Cam TG1F1CAT10N5 COMPLY, TO I H'= BEST Or MY KNO+,l1Li=;.5E
WITH THE APPLICABLE MiNi 1lJM BUILDING CODE.
3/4' = I'-0' G. THE CONTRACTOR SHALL VERIFY ALL CONDi T ION5 OF EXISTING 5 t ' CTiJZS
AFFECTING NEW CONSTRJCTION 5E-FORE COMMENCING ANY WOFK. ANY
VARIATIONS iN ACTUAL FIELD GONDITIONSJD(MENSIONS FROM THO&F SHOJIN IN
THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE A,RCHITECT/EwINI EER F OR
DETEFFN NINE THE NEED OF REDE5IGN PRIOR TO CONT RAC T OR'S SUSMi TTAL OF
SHOP WORKING DRAWINGS FOR REVIEW.
D. THESE DRAWING5 SHALL BE. WORK -I:) TOGETHER WITH ARCHITECT URAL, AiR
CONDI T IONiNG, MECHA.NiCAL AND; ELECTRICAL DRAWINGS TO LOCATE DEERESSE.D
SLABS, SLOPES, DRAINS, OUTLETS, RECESSE5, OPENINGS, R=GL_ 50LT
5ETT1NG5, 5LEEVE5, ETC. D!$CREPANCIE5 6HALL BE 5RO"Z I TO T HE A T TEN-
• TION OF ARCHITECT/ENGINEER 5EFOREE PROCEEDING WITH t4_ WORK
"J E. WHEN F;: FOR''iNG WORK BELOW GRADE, CARE 6;-.AL-I BE TAKEN TO AVOID
DA`,AGING ANY EXISTING UTILITIES. ALL UNKNOWN UT 1Li T IES DiSCOVERED
DURING CONS i CTION 6-HALL BE BROUGHT TO THE ATTENTION OF THE AR7,H1-
TECT/EWzINEER. ANY DAMAGE TO THE EXISTING UTILITIES S;-TALL BE REPORTED
TO ALL AFFECTED PARTiF5, INCLUDING- THE ARCHITECT/ENGI' PER.
- EC: F. CONE STOR 5WALL BE FCESPON615LE FOR UPDATING H15 CONSTRIJC-
1NON DO' NITS WITH THE REVISED DRAWINGS AND 6FECIFiCATIONS, FIELD
4.1 ORDERS, CHANGE ORDERS AND GLARiFiCA T ION SKETCHES i66JED DURING THE
C0JR5E OF CONSTRUCTION.
TC G. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY LINLE66 5, EC!-
FICALLY NOTED GTHERWl5E. CONS T t;XTiON DETAILS AND SECTIONS NOT CO' -
3 DETAIL PLETELY 51,40UN OR NOTED SHALL r= SIMILAR TO DETAILS AND SECTIONS 5;4OUN
314' - 1'-0' OR NOTED FOR 5!M!LAR CONDITIONS.
H. THE GENERAL GGNT' r,.0R S-IALL 5w SOLELY FvR ALL EXCAVATION
PROGECURES INCLUDING L SS (NG, SR1NG, AND PROTECTION OF ADJACENT PRO-
�*= 'Y 5'R1rT71=_- Ql == r^ AkID WrIl 171-A fN WITH Tu= LOG L
PAI;;FIN5, TYR 'T
=e•
• s
•
BUf LD iNG DE.,=AR TM1ENT.
f. BA;K"!L L AROUND TILE. EX71BRIOR FERIME77R OF WALLS SHALL NOT BE PLACED
1'^ ' 11.21 1'-1' I �.,- I1R1 (C C' sY u�' 1 1=I n
,r UN I IL AF i ER Try_ IxnL_v A� r- ; ORTED BY THE GO. r, LET•ION O- INTERIOR I �0✓R
5Y5TEX5_ DO NOT FROG =D WITH 5AGGiLL UNTIL (1) DAYS AS A MINIMUM 41FMR
THE COMFLETiON OF INTERIOR FLOOR SYS i EM UNLi=55 WALLS AR= AD,=Q'JA7ELY
BRAG=D. BAC TILL S ALL NOT 5= PLACED UNTiL AFTER COI' PLETION. AND IN5; =C.-
• TiON OF 1UA7=RPRO0--M LNER-5-5 WATERFRO.FiN4S 0=1;;"
J. R=!' FORCING 5T`EEL SHOP DRAWINGS ARE. AN AID FOR FIELD FLACEI'�NT
t n
AND AR - SUPERSEDED 5Y THE STR IGTLIRAL DRAWINGS. iT SHALL 5E T?-'= R'SPOIS'•5!_iTY
OF THE Cx=1tERAL CONTRACTOR TO MAKE G=RTAfN T;=AT ALL CC15TiRJGTiON f5 IN FULL
ir A tFRFEMIENT WiTH THE LATEST STRUCTURAL DRAWINGS.
K SHOP DRAWINGS ARE AN AID FOR FIELD PLACE;'"ENT AND ARE SUPERSEDED BY TH=
S ' GTURAL DRAWINGS. iT SMALL BE THE RE5PON5151LiTY OF THE GENERAL WN-
TRACTOR TO MAKE CERTAIN THAT ALL CON5TR.ICTION IS iN F'JLL AL -RENT WIT-1
THE LATEST STRUCTURAL DRAWINGS.
L. THE CONTRACTOR &PALL SUPPLY THE ENGINEER -1 IREE COPIES` S AAr)DRAW-
ING5 A MINIMUM OF ONE WEEK PRIOR TO PLACEMENT. THE REVIEW OF SPOP DRAW-
• 1NG5 BY THE E G' NEER 15 ONLY FOR GENERAL COMPLiA'NCE WITH THE 5TRJC7URAL
p :p DRAWiN_x5 AND SPECIFICATIONS. THE REVIEW DOES NOT GUARAN'T"EE IN ANY WAY
` • THAT THE SPOP DRAWINGS ARE C : CT NOR DOES IT INFER T SAT THEY SL'P=R-
5EDE TPE 5TR.ICT1URAL DRAWINGS.
�-
M. SU5MITTAL5 TO 5TRJ'_ . Al >rNG1NEER:
4'-5
I. CONCRETE m5T R_--PORi FOR CAvi-IN-PLAVc GGNG�EIE AS PER 301-9'.
(
11FEINFORCING 5TEEL SHOP DRAWING5.
"I'NC;,.
n d �d DETAIL
DETAIL
III. STR.lGTURAL STEELS=aOF DRAL!,INGS, ERECTION' D• _
L
IV. POST- GONG'S IE 5LAB5 640P DRAWINGS, ERECT ION DR^11111 5, DEeION DA t A.
3/4A = 1'-0'
3/4' P-0'
5== DRA'WlNG 5-5 FOR ADDITIONAL SHOP DRAW!NG IRSQUIRtRt tNT8.
=
V. RAILING SLIOF DRAWINGS AND DESIGN DATA.
3. CONCRETE:
A ALL CONCRETE I OR< SHALL CONFOR!"I TO ALL REQUIREMENTS O= AGi 301-2�
'S==_CiFICATiONS FOR STR11STURAL LONG T= FOR BUILDINGS.'
5. CONCRETE COMPRESSIVE ST�OGTH AT 23 DAYS &HALL SEE 4000 51.
C. FOR! JUO,R< 5PALL GOMaLY VTP ACI 341-01, ' R=CO' 1 'ENDED
PRA TICE FOR CONCRETE WORK.'
D. MIX DESIGNS 5 IAL L SE S'UBMITTTED TO TP^ ENGINEER FOR AFFROVAL FRIOR TO
CO: 1M `ENC-El";ENT CF ANY WOR<
E NO WATER SHALL BE ADDED TO THE CONCR=T= AT T?4= JOB SITE.
U
STD. HOOK
F. THE O(INIER _aHALL CONTRAST AN iND,EP ENfDENT ,TESTING LABORATORY TO F=R-
CD
" L, 65_
I �I �'� PLAN
T
,'. �. Y Y' r F1 .'- - - Y
FORM CON.,RE I E C 1 L INDrR T E51 5 A5 POLL OL.'ar: 5fX CY,.IN>,,=� TESTS FOR AN ,
CUBIC Y r- r E E r r
50 ,-�:..0 1 ARDS OF .,,0'd.,�T_ rO�iR D, OR F-�AC''IO�! T Fs;�F;:.O= FGR -A..P �LA,=S 0�=
ROOF LEVEL
CONCRETE POURED EACH DAY. ONE CYLINDER SHALL S- ;TESTED AT 3 DAYS A'ND
AND 1 DAYS. THREE AT 25 DAPS, AND ONE RESERVED TG BE TESTED AT 56 DAYS 1F
R00�
RFQUIR_ . ONE 5L UMP TE=T S,A�L 3= TACE-IN FOR EACH S_T OF' GYL;riDERS CAST.
TIE BEAN' i
SLUMP T =SETS SHALL CON*O;Z1 WITH AWTM G 143.
`NG OF GON .�.- I E .,-. �_ _
G. TRANSFOR'i INOG, F1 ACI`N!, CJRNG AND D=FGSITiI '"--'- F' Al L COS' Y
LUiTH ACI 30i-wi
YRT. R=ll�l�.
1 1 R-w- TEE ; , 5T .:; c, ! BEDESIGNEDz
4. BALCONY A.� T=;��A,.,_ FA1..1'•�5 A� .,TA1R RAILf1�,�., ..-fA_L �._ ,✓Y
MAN =AwTJr R`5 RESIST=RID G!?�I==R IN TH= SEAT= GF FLGRIDA TO FE515T A LOAD
_
OF 50_BSrt-7. APPLIED IN ,.ANY DIREECTION AT TOF o" SJCP SARR'=R POST 5:4L1
GONG. TIE
BE DE61GNED TO RE-61-I= R.:. 5T T1AGTION" FROM TI-iE RAILINGS OR A MINT"N LOAD OF
Gol U"iN
_. i s SHALL 1 _ _� E , r _eIST � r F
200 LBS. HAND�41..� Sr,A�L B_ DE�,i,:N=D AND �ONSTRJGTED TO R�v,.,1 >~ LOAD G
! {
NOT LEST, T='.AN 200 LBS. APPLIED IN ANY DID TI'O f AND AT ANY POINT ON Tr= R41L.
j
HOR'.ZON 4L JOINT.
COURSE, SHE SEN. NO
I I [ I - 11 -� 8' NON BEARING CMU WALL
(ABOVE
R
G5=D TIES
=L. +0`-0'
)NC. SLAB ON
A:'=
)Rz. JOINT REIN-.
ERY COURSE,
GEN. NOTES
CMIJ WALL
HL OW GRADE)
)11BL5 5A";= S!-?
ID NO. AS YRT. REiN?.
D. �'00K
,LL FOOTING'
RCOF LEVEL
GONG. 5EAM, OR SLAB
D9J5LE Ti=S
,_= FLAN
�CONC. BEA" OR SLAB
DOUBLE TIES
VERTICAL BARS
CLOSED TIE 5
112' SLR.
- DOUE_LS 54"iE SIZE
4 NO. AS VER T . BARS
�-
LrLDEw WIRE r.;BRIC
Ca
-. 5= PLAN
GROUND FLOOR �
_
x—' x—x
x-L-x—x
'
'
x—x x—x—x—xIL
I
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Ei 11=1
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iI
I l kiL
J.oN
6 MiL
D
YI50UEEN
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FOOT INS,
_ r
I -
STD. H00K
:�
I i-III=1
I
3'
!
G COL. E FTC-. U.ok_
I I-
TYPICAL
COLUMN-FOOTII`
DETAIL
N T.S.
,. REINFORCING FORCING STEEL:
A. REINFORClNIG STEEL SHALL 5E DETAILED AND PLACED IN ACCORDANCE WITH
f
ACi 315-Q3
B. REI FORGING STEEL SHALL BE DEFORMED BARS CONFORMING TO A5TM A 615-1b63
(61) GRADE 60.
C. ALL WELDED WIRE FA:,RiC 5HALL CON OfZ 1 TO A5 TM A i85-51.
D. REiNF_ING SHALL BE HELD SECURELY iN POSITION WITH STANDARD AC CE5-
5OR1=S DURING PLACING OF CONCRETE.
E. ALL TOP REINF"ORGING SHALL TEEM MATE WITH STANDARD HOOKS AT DfSCON-
TiNUOU5 EDGES OR ENDS.
F. ALL BOTTOM BARS SHALL BEAR 6' M1NIi"j'S" 1 OVER 6JPPORT6, UON.
G--. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 30 Dfk AT
5PL ICES AND CURN'ER5 UNLIE55 OTHERWISE NOTED, LAP CONNTINUM15 TOP BARS
AT CENTER 5E T WEEN SUPPORTS AS REQUIRED, TER"IiNATE CONITINUM5 BARS
AT NONI-CONTINUOUS ENDS WITH STANDARD HOOKS, U.ON.
H. M1N1"!UM CONCRETE COVER FOR RElI' ORGt3! "NT:
I. CO.NCR=TE GAST AGAINST AND PERM.ANENTLY
;=XFOSED TO
I!. CONCRETE EXPOSED TO EA;;Z1L4 CR L',EATrER
*6 BARS AND LARGE '
S BARS AND SMALLER -- -- ---I IrV
III. CONCRETE NOT EXPOSED TO L E:ATH_R OR
IN CONTACT WIP EAR T H:
SLABS AND WALLS 314'
BEAMS AND COLUMNS 1 1/2,
6, CONCRETE MASONRY WORK:
A. ALL CONCR=TEE MASONRY WALLS ARE D=515NED AS NON' LOAD 5EARING WALLS,
UNLESS OTHcRJISE NOTED., AND SHALL R^ IN PLACE AFTER THE 5'_A55 AND
G t
.._AMS ARE PO,JR=D AS L,�LL A.. Tt-� GONGRET� I I,. GOLUI''1�S
FRAMING THEM.
5. ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM G 50, 'STAND-
ARD SPECIFICATIONS FOR HOLLOW LOAD SEARING CONCR= = MASONRY UNITS'.
WITH A NET AREA COMPRESSIVE STRENGTH OF MA55ONRY OF 2600 PSI.
C. MORTAR SHALL CONFOR"i TO A5711, C Z 10, TYPE '1", W1 Tr' A M1NC"i JM AVERAS-=_
STRE-NGTH OF 2500 PSI,
D. CONCFE TTi_ MASONRY 67ENGTH, ft^, SMALL BE A 0= 2000-
E. VERTICAL RE-IMPORGf1G- IN' CMU CELLS S-:A"_L 5= SRLiG=D WITH 43'✓AR DIA-
METER
� T -r
OJT LAP SPLICES. PROVIDE CLEAN HOLES AT 54SE OF FILLED CELLS
FOR LA; W iN5_- CTi0N AND VERIFYING THAT T;4E CELLS HAVE 5F N FILLED
SOLID WIT; I GROUT.
z: t=1LLED CELLS SHALL BE FILLED WITH 3000 P51 GR uT AS PER ACI 530-SS AND
ACI 530.1-?a. FILLfNG OF CELLS SHALL BE DOLE iN FOUR FOOT LiFTii5 WI-541 A t AXf'iUM
POUR 07 12 FEET. U:-.E ME-C''HANICAL VIBRATION TO ASPfE1r G-ROOT-=1LLED
50LO CELLS. GROUT SHALL CONFORM TO 46TI M C416. 5L V'!P SHALL BE
5E T LEEN V AND 11'
Y R_ _ i .. D
t � � 1 . I. a
I I �
I �
G. A G lU ILA 5 �-�A � P✓R: o:� 1 ALLY T fN-✓R..� Li, ;., 5 I AN A't:.. N✓...
_L ..L 5 . .. LL n... _D D
LARD: R-TYPE G.ALVANiMD STEEL tREINFO-cCI NS EVERY SECOND COURSE. EX, END
R;EII� ARCING A MiNISTI-i OF 4 INCHES INTO TIE COLIJ!tiN5.
1. STR'.:CTURAL STEEL:
A. STRUCTURAL STEEL SHALL COMPLY WITH A!SG 'SPECIF!CATIONI IS FOR DESir.N, FA-
5RIrVATION AND ERECTiC�' FOR STRUCTURAL STE=L Bli!LDfNGS,' °TH E'DiTION,
wI:
B. S T RJGTURAL STEEL SH.AFES AND PLATES SHALL COVFOF1TO A5 T M A 36, F� 36 KSI.
C. STRUCTURAL 67EL TUBES 544ALL CONFOF�l TO ASTM A500, GRADE B, F',1=46 KS!.
D. STRJC T URAL STEEL PIPES SHALL CONIFOR~f TO ASTM i 453, TYKE S, GRADE 5,
Fu = 35 K51.
E. 4NCHOR BOLTS SMALL COfNFOR' i' TO EITHER AS7i1 A 301 OR ASTM A 36.
F. FiRA' IIN G BOLT:, SMALL CO't TO A5 T M 325, WITH PAR -DENIED WAS�PERS AND
HEX NUT Sr-,
6. LLELDIN
A. WELDING SHALL BE DONE WITH 10 ELECT RCD_S.
5. LF-LDER 5 S! A_L BE AJJ5-C_FT1FI_D.
9. POST- i EN 1ONED CONS ITE
A. P05T T EMON1NG CONTRACTOR SHALL HAVE A MNI�'fJM OF FIVE YEARS GF
S>AT!S=141_-T_ORY =XPZcI=NC^ IN PROJECTS OF SIMILAR 57TY = Co"IFL=XITO
THIS PROJECT,
^ 1 r rT BM - - i--
s3. POST I�;,�O?�11vC-, GO'vTRA..IGR S-ALL SUBMIT FOR R-VI:'JJ iG THE IN'-I',� �.R OF
RECORD SHCF DRAWIN65 AND CALCULATIONS. SHOP DRAWINGS 6;-.ALL INCLUDE
COM-' ETE LAYOJTS OF ALL TENDONS WITH PROFILES DETAILS C- 5--ING
SEAL D CALCULATIONS SHALL 5 PREPARED BY A &TATE 0= FLORNDA R `'�i5 i wR
AND DEAD 'END ANCHORING, TENDON FORGES, SECTION5 AND DETAILS. 5iGNNED AND
6F=GlAL7Y ENGINEER WITH NO LESS THAN TEN YE4R5 EXPERIENCE IN SUCGESSWJL L
POST- TE?NS10'NING DESIGN OF Sfi iiLAR PROJECTS.
C. P08T - -1-ENStONiNG DESIGN AND DETAILING SMALL G:J�iPLY Wi TH AG! 318-S9, P.C.i.
423-3R-ab_R=_= I = 1 T MU AT ION5, AND P. T. 1. P05- TEN510NING ANAL, 6TH ED1TiON,
SEE= ROJEC T_S, ECIFICA T 1GN5 FOR ADDI T 0V,' . 1\=O;Z" A T ION.
D. TENDONS S« ALL BE if' D141E T ER,1 W51Z STRANDS WITH AN UL T f: SATE TE N5!!
5 T RENG T P OF 210 K51, TENDONS 54ALL CONFOR'4 W1 T : A5j i A-4I6.
E. BANDED TENDON FORCES SHALL BE SHO,� 54!.15: F2300 K, WPJ -_H IS T; IE TOTAL
_= CTIVE- PRESTRESS "FORCE. TENDON BANDS 514AL L B PLACED r_YM2"=_TR SALLY
OVER THE CEN'TER LINE OF COLISN'l L N!FGRM TENDON FORCES S-ALL BE BHOUNI
TH'. 5: F=10 Kam., UPiC'H'' !S T 4=_ MITT E-MC T IVE PRES7,RES5 FORCE PER FOOT
W!DTr' Or 5LA5,
F. TENDONS 5PAL L BE PLACED FOLLOWING- 'TYPICAL cN: Opt i�R.^r-!L=` GETA!L, L'N_E-,S
OTPE' WIT'_ NOTED. T�NDON-5 V"ALL 5E FLACED PA,ABOL': AL LY BETWEEN 6'JPP.^R r—
IN ACCORDANCE WITH TH= CONTROL POINTS SHOU N IN PLAN, U.ON. -ARPED TENDONS
SMALL 5E F' ACED ON A S T r.AIG4=T LiNE BETWEEN CONTROL POINTS. TENDONS LOW
POINTS 5044,1 L OCCVIR AT MID S AN, U. 0. K PR✓i ;'LE 'VERTICAL DI'=NSION'S RTC'="'i-
TO THE CATER OF GRAVi TY OF T H_ TENDON 0R G-ROU:? 0= Ti ONS (C. G. a,A
TO THESE DIMENSIONS ARE MEA!5IRED FROM THE BOTTOM Ot THE M" 5ER. PLAT., V":
TOLE"R4iNGE5 SHALL 5E Iis+ 1/8'.
G-, PLAG= A M; TNT,' I OF TWO I ND0 Na, DIRE G i LY OYyR C0LL("fN CEiNT ER, L: \ 1
H. CLEARANCE TO ET"N7_)ONS AROUND ELA5 0, LNG== &LIALL 55 AT LEAST 3 INC;4=_
MAXMJM CJRVAT J`'� >AROJND O7EN'ING5 5i4ALL BE NO MORE THAN i IN 6.
I, CJNr.R T= COI`AFRE.SS!VF B T R=NSTt{ S!-IALL 5A MiND!M�J"! OF 3400 FBI ; R!OF TO
5TR 5S!NG 0- T: NDON5.
J. SEE DRAWlNS 6¢ FOR ADDITIONAL =1 05T-TE?411GNI'.NG NOTES.
OWNER/DEVELOPER
PLAZA 57
DE LOS REYES
CRkDLER � ASSOn .T
ARC �-IIT'J� P.A.
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TYPICAL
DETAILS AND
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SUITE 404
.4960 S.W. 72 AVENUE
S.W. 57TH COURT BETWEEN
S.W. 73RD AND S.W. 74TH STREETS
ENGINEERING, INk.'.AA
CONSUL ZING STRUCTURAL 'ZNG :EIEPS -
HECTOR DE LOS REYES, R.�. i
FLORIDA CERTIFICATE NO. Z31 i'? EB NO.67—
4EE7D 30 72 AVE. SUITE 1C7. M1AA5 r c 2722
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SCHEDULES
SCALE:
DATE: 05-01-01 PEtMMIT SET
PRWI=CT rvo
URAWIIVG hG
C�IIAMI, FLORIDA 33155
305.662.�42�
CITY OF SOUTH MIAMI
SOUTH MIAMI, FLORIDA 33143
E-M:AIL: DELOSREY SOCAMAWEB.CCM
TM M 669--7M
I FAX c4 �-7S3S-7
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