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THESE PLAITS AND ALL PRO
ARE SUBJECT TO ANY CO
REQUIRED BY FIELD INSPE_.__,_ _-----
69AY BE NECESSARY IN OIRDER TO
COAl"IM WITH PILL APPLICABLE CODES.
KEY PLAN
SUANNED
BY
St. Luce Countv
S�1:�1
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED�
FOR COMPN00564
DATE O�JL6
PLANS AND PE 91T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
NORTH
BUILDING NO. OF UNITS UNIT NUMBER -
NORTH 8 205, 208, 508, 808, ,
1001, & 1008
INDEX SHEET DESCRIPTION I .%
S7 KEY PLAN AAA OL-J --
S2 SUMMARY OF QUANTITIES 114"
�
S3-S8 INSPECTION SURVEYS - -- `
SP-1 SPECIFICATIONS -
SP-2 DETAILS - t.'CHil"l.". P.E.
FlO
ROW0.4 RE0G. <)529
. ..F .._ -.
-' f S
ilL ENGINEERING,.INC,: j
- Consulting Sttwctural Engini {
`.- 2030371h Avenue .!
• Nero Beath.110,da32960 '.
' Hane:772.569.1267 hm772.569unsi i
s05
NAmF:
OCEAN HARBOR SOUTH
NORTH BLDG, BALCONY REPAIRS
4250 N. HWY AIA FT. PIERCE, FL
ISSUEnc¢: 7/7/16
This drawing and tleslgn bs li In Is
of or Engineering. Inc.
Iteproducllon on[vo(use of Ibis Cowing
Reproduction
or. onv oamem mere In. without egaress
consent orpemJssion of this company
Is prohli may consfONe an Infringe-
menl. nnrl may be sublecl to legal action
by ML En9lnaerin.. Inc.
JOB NO.
16-178
p1uwN By: TR cHECBso Br.
PRE:
KEY PLAN
516FTN0:
S-1 OE 8 SHHM
SUMMARY OF ESTIMATED OUANTITIES
ITEM
LEGEND
REPAIR
QUANTITIES
UNIT PRICE
AMOUNT
I
®
EDGE POUR - I FT. x 0.4T1 FT. (5') x 13 FT.
b
$ bl�fA /GU. FT.
2
5URFAGE/(OLUMN SPALL
41
s /QS�O /5Q. FT.
$ !��/�•OOiI
3
GEILINO SPALL5
14
$ co 06 /50. FT.
11, %� •Ud
4
p
GORE MOUNT RAILING P05T POGKET REPAIR
NONE
$ EA.
$
5
TEMP. WEATHER BARRIER5 W HIGH x 101 NIZ
NOW
$ EA.
$
6
P/T GABLE LOCK OFT/ DE 5TRE55/ RE 5TRE55
6
4 �i d� • EA.
$ 61 � aQ
T
P/T GABLE REPAIR
1
$ / fpv, � EA.
$ <0,0.00)
g
REMOVE d REINSTALL HANDRAILS
103
4 dish /LIN FT.
$
q
REMOVE d REINSTALL HIRRIGANE SNJITERS
30
4 /ds!W A -IN FT.
10
DECORATIVE TOPPING, WATERPROOFING d SEALANT 0 REPAIR5
-70
$ Y 15Q. FT.
$
II
5T00 REPAIR 0 BALCONY EDGES 0 REPAIRS
00
lb
4 /S� /5Q. FT.
12
57UGC.O REPAIR 0 REPAIRED GOWtRUNAI.UGEILING
30
4 /s!01)
OV
IJ1/l= ENGINEERING. INCi,
Ebnsulting Structural Engineer
2030 37th Avenue
Yea Beach. Fictlda 32960
Fbone:772.569.1257 F 772.569.40411
JOB
tL1A1E:
OCEAN HARBOR SOUTH
NORTH BLDG. BALCONY REPAIRS
4250 N. HWYAlA FT. PIERCE, FL
SUMMARY OF QUANTITIES
TOTAL PRICE : 192�j % %' GM
1 � !7�ui ��� � � Y� K•'• i•
ISSUE DATE: 7/7/1 6
16-175
TR cm7mo By:
S-2 OF 8
MICMELA LUE, P.E
FLORIDA REG. i67520
R is drp ing and design as shown Is
the properly pf ML Engineering. Inc.
Reproduction ondlor use of this drawing
O, any OOn1eM Mefeln. wllhout.Mpro.
consent cr permission of this Company
Is pl.hiblla . may can011ute an Inldnge-
menl, and may be wol9ot to Legal actbn
by ME. Englnearing, Inc.
3 Sa Fr.
E145TYx. Al1M
RAUM5
UNIT #205
SCALE: I/8" = I'-0'
3-lil 911MAMA ,u
•. • r
g�
:.
:r
Ir• • - �mr-r
�
r
NNCHAELA. LUE, P.E.
FLORM REG.®E7s20
- '—
1011
EssuE w.iE: 7/7/16
This drawing and design as shown Is
IJrIIdENGINEERING,.we:
OCEAN HARBOR SOUTH
J0BNO.
16-175
the prope0y07MLEngineering. htsclaInc.
consURing Shucturot Engineer' I
NORTH BLDG. BALCONY REPAIRS
ss
ora VcontenttNorosaohNlOxPreg
orany content lhereln,f thisce Wny
consent or penn1hr on of LM1ls company
203037th Avenue
4250 N. HWY Al FT. PIERCE, FL
DRAWN BK TR CHMXED By.
Them nod, oe consubtstituteanbf`gal gon
' VEfa B20ch, FlotltlO 32900 _
by ML Engl...rtng. Inc.
vnenero7zssv.lxs7 vac nzsa9sa9P•
INSPECTION SURVEY
s'aEi No. S3 or S BHEEi
2'-2'
S 23'-2'
UNIT #208
5GALE: 1/8' = P-0"
M r
v r
r
- -
r
•r r•
■
r
F OPY
IL
IA
E . # P.E
FLORIDAFIORIREG. t476$e
-- JOB wuEacrt: 7/7/16
t ; NgME tdrawing and design a" shown IS he
4' ENGINEERING,. INC'. OCEAN HARBOR SOUTH JOB NO., PoprolpeM of MIL use ofINs drawing
7b-175 ReproducllonangrorusaollMs@awing
ConsultingStructural En in`eer NORTH BLDG. BALCONY REPAIRS or any content therein, without express
9 consent or pem,ission of ma company
t 203037th Avenuo I 4250 N. HWY Al FT. PIERCE, FL °""w""y` TR WEGNED W.
6 em, and may be ublsecl to Ind taction
t Varo Be.1257 orlcs,772d. 0 by MIL Englnearing. Inc.
'Pitiie ))26b7.1Yb> fax A2669.<O<lI RQE: SNEEf NO:
INSPECTION SURVEY S-4 of 8 BNE
D057Y. AUR4
RAILING
2 SO. FT.
M
�9
rg
4 511 FT.
t B'-0'
2 2'
UNIT N508
5 Sa FT.
F'=�1111
5GALE: 1/50 = III '
.qv
e
.. .
Y
i-
Ir�• Isar r
�
�
FIELD NOTES:
I. EXISTING HIRRIGANE 9VrFER5 TO BE REMOVED AND RE -INSTALLED AFTER REPAIR5
2. REMOVE EXI5T CORRODED ANCHOR IN WALL
,4
- MICHMI.A. LUF, P.E.
FLORIM RM. OA7520
JOBI55UEm":
7/7/1 6
mis crowing and design as shown Is
1)YI ENGINEERING, INC.,
OCEAN HARBOR SOUTH
JOB N0. L
�6-T 75
eering, ling
ibeprppeon=War useof orawing
anhealn.e
NORTH BLDG. BALCONY REPAIRS
or any coon
thou
coasentor ennbelom,wlmameiprerl
consent Vono(m an
Cunsulting Structural Engin T
i = 2030371h Avenue, .;
``
4250 N. HWY Al FT. PIERCE, FL
BRAWN M,. TR CNECNEO �.
Infram
Ismomm�a Wo9aonsU1teanmma9e-
they
men1, and mm be subled ro Iegal action
and
Vero Beach, FloOda 32950 ',
jPKd772.549.1259 racM W.E0C1
by EnglnaaFing. Ino.
"n"
SHEa NO: C
8
INSPECTION SURVEY
S-5 OF sxEa
5 513. Ff.
"2,-2.
UNIT #808
ab
56ALE: I/8F = It-O.
r
�®
FIELD NOTES:
FILVim
z1'.7 "o PY1-1
■
: i
04
w.
.z�
MICHAEL A, WE. P.E.
FLORIDA REG. 067520
_
'
JOB
MUE MTE: 7/7/16
�/�
NAME:
ibis tlFaWinp and deslOn OS Shown IS
•
II SIG ENGINEERING, INc...
OCEAN HARBOR SOUTH
JOBNO.
ML Engo thu,O Inc.Tb-175 teppr perlyatMLuseof e4arawln.
the properly ndlor
_
I, IfbEisumng struemral Engtneev
NORTH BLDG. BALCONY REPAIRS
or any content therein. without emress
consent or permission of thls company
203037th Avenue
4250 N. HWY Al FT. PIERCE, FL
ORAwNe: TR CHEC O0:
hpohlbReC, may cunstilulo an inidnye
j •' Vero Beach. Floddo 32960 `
mein, and may be subject to local cclion
by ML En9lneayln9. Inc.
Phm to 772.569.1257 Fac M669.4041
TITLE:
INSPECTION SURVEY
SHEET NO:
S-6 OF 8 SHEET
2 23'-2'
6. ALUtt� RAIL
RNLR7G
2
.FF
UNIT #1001
5GALE: 1/8" = II-0•
M
z
2'-2•
■
II• L:IJ
FIELD NOTES: '
I. EXISTING HIRRIGANE SIAMER5 TO BE REMOVED AND RE -INSTALLED AFTER REPAIRS
JOB
NAME
ENGINEERING. OCEAN OCEAN HARBOR SOUTH
consulting structural Eng]nee'r NORTH BLDG. BALCONY REPAIRS
20a0anhAyenue 4250 N. HWYAIA FT. PIERCE, FL
�`. VetoBeaehFlorida3296a-
PticiieP2.559.125) facA26G9A041: ma' INSPECTION SURVEY
ISSUE"'
7/7116
JOBNO'
16-175
ORANM By:
TR c"E"m By:
SHEET NO:
S--7 8
OF
MKHAELA. LUE. P.E.
FWMDAREO.I47520
this drawing and design as shown Is
the properly of FAL Engineering. Inc.
Reproduction anNor use of M drawing
as any content therein. without aryred
consent or permission of This company
Is proMed. may constitute an Infringe-
ment. and may be supecl to legal action
IOV ML Englnearing• Incs.
RAILM
81-O'
UNIT #1006 LTL
5GALE: 1/5" = P-0'
M�o "Coc �,� au
0
REPAIR GHECKL15T
❑
Y
TEMP. YEAT}ER BARRIER
o
FLOOR GOVERIN6
®
PAINTED
❑
TEXTURED
®
Y
P051TIVE DRAINAGE
O
E5
HANDRAIL REPAIRS NEEDED
®
`
VC WE. P.E.
FLOP10.4 REG.#47520
Y
-ENGINEERING, INEI
OB
NAME:
OCEAN HARBOR SOUTH
NORTH BLDG. BALCONY REPAIRS
Q250 N. HWY Al FT. PIERCE, FL
ISSUE "' 7/7/1 6
rhis dmwing and design as shown is
iha Property of ML Engineering, Inc.
Be 'doctiorsand w use of Nis @owing
prarn'pamepl Ble,ein, wuhom aNp nc
consent or . mW c1on of iss company
isen,an MmwcbjedIoanadactie-
10, and may be subject to lead action
by ML Engineering. Inc.
JOB NO.
16-175
Corisulfing Structural Englneer
r;
2Bach,FAvenue -
1 `S= Vero Beach, Florldo 32960 `-
,P"n_orie:viaSeP.im Fa,:nzsw.aoail
DRAM W. TR CHECKED B :
INSPECTION SURVEY
SHEaNO: S-B OF 8 SHOU
CONCRETE REPAIR: -
I. SAHCIPT AROUND THE PEUHEIER OF TIE AREA TO BE REPAIRED N A FMTANNS LAR PATTERN. CUTS SHALL BE MADE PARALLEL
OR PHRPE 1101M TO THE SLAB t3)6Ci AS PER TIE DETAILS SOW DO NOT OUT ANY MnNS R3FORCNS STEEL IF STEEL
IS BICOBNTHZED R OLZE THE DEPTH OF CUT AS REWRD.
2 F847VE ALL FRACTURED, LOOSE ND BEOIfD CONCRETE CHIP SURFACES TO OBTAIN A SURFACE ROSHESS OF 114' It W)
PREPARE THE AREA 50 THAT THE SIDES ARE VERTICAL NO LEVE,-
3. 10 ACTIVE CORROSION 5 FORD, CORI NE OOPPM TO A DEPTH OF 3A4' AROLW REWOROINB.
4. IF ACTIVE CORROSION OR UNSOUND OR FRALTURED (CONCRETE EKTEDS BEYOND THE SAN OUT AFEN EXTEND THE REPAIR AREA
AS RERIIRED TO INCLUDE ALL ACTIVE COW" AND MWID CONCIETE
5. EXISM FEW BARS SNAIL BE FOYER TOOL CLEANED OF ALL SCALE AND RUST. BARS AFE TO BE REPLACED F EMBITS
StEATER THAN A 20% LOW OF CROP SECTION NTH A BAR OF SAE SIZE AND LAP OF 35 BAR DIPHI OR F LAP SRJON6 5
NOT POSSIBLE A DOYEL OF SALE Slit SHAD- BE EPDXY AWNC ED TO A DEPTH OF 12 BAR DIPH
6. ALL EXISTINS RENFORCINS STEEL WHO CAN BE ROWED BY HIND AFTER LONCETE DDWTWN 5 COMPLETED SHALL BE
REPLACED NTH NEW BARS, OF SALE DAH ErER AND SPACING AS THE ORIGINAL STEEL
T. HERE RE'LACB8717 5 NECESSARY TIE EX151M5 REI FORLNNO STEEL SHALL BE CUT LEAVING A NNMM OF 35 BAR
DIAMETERS DOEDW CUT FROM THE SORD CONCIETE TO ALLOW FOR LAP SPLWNS OF Pei R ETWORCE ENT
6. MEN DOYE.ING HEN BARS WM TO D65TING BARS, HOLES SHALL BE DULLED A ERN. OF 2' MART FRO14 THE EXISTING EiWa CARE
SHALL BE THEN TO DRILL PARALLEL TO THE EXISTING STEB_ TO PFeMff SPALLM OF THE CONCRETE DRILLED HOLES SNAIL BE PER
THE FASTENER WWFAMURER5 SPECIFICATIONS AND FILLED NTH EPDXY. IEW OOYELS SHALL BE INSERTED TO THE FILL DEPTH.
IL COAT ALL EX 05ED PEN= BARS HTH CORROSION IRI®ITOR PRIOR TO FLACN6 NEW CONDFUE
ICI. CONUMTE REPAIR PRODUCTS SHALL BE AS PER SPEG5,
11. ALL CONCRETE DDIOUTION SHALL B3 N ACCORDANCE PITH THE RE5046DA1ION5 OF THE INTERNATIONAL CONCRETE REPAIR INSTITUTE.
CONCRETE REPAIR PRODUCTS
L CONCRETE REPAIR MATERIALS SILAIL BE HAHFALRRED BY SKA OR BASF (FOREiY MASTER BADEG, NLJ ALL PROPRIETARY
MATERIALS SHALL BE APPLIED N STRICT ACCORDANCE PITH THE MANFACII-REPS 5PEG1FICATION5. 0 0 THE HANFACHRE5
I1657RUL7I015 CONFLICT HTH 7%SPECIFICATION, THE CONTRACTOR SHALL ERNS SUCH CONFLICTS TO TIE ATIBNTM OF TIE OVER
PRIOR TO THE APPLICATION. ALL HA7HUN. SHALL B3 FROM A SRYSIE KWFAG114 R
2 TO ASSURE LOYATIB UTY, NNW AND HATC INS OF VAW-6 FPOOELT5 FRO14 DIM30Uf FWIFACTIRE RS 5 NOT N1A•ED
ATHOUT PRIOR APPROVAL THE FOUAMNG PRODICS SHALL BE IfED AS DESCRIBED N 71I5 SPECFICATION.
3. STRUCTURAL REPAIR MORTA 5,
A HORIZONTAL SI FALE5S 9KA 211 OR APPROVED EUAL
B. VE nGAL 9RFACES, 51KA 211 OR APPROVED ESPIAL
C. OJE HEM SURFAE& SKA 211 OR APPROVED ESPIAL
D. CORROSION INHIBITOR 51KA FER WSARD 403
4. THE FOJOH NS PPOOLTS SAIL. BE USED AS DESORM N THIS SPECIFICATION.
a BASE GOAT - 9KA6IFD RFXCOAT W C4M17NENT. POLYHER410009ED, WATERPROOF, G@94T BASED COATTW SYST04
b. TOP GOAT - SKASAFD FLFXCOAT ATG SINSE COHERENT, PATER -BASED, ACRYLIC, TOP GOAT
a CQOR NO TEXTURE S3ELTED BY O NER
5. PROVIDE A C#M ER STRIP OF HW SEALANT AROUND PER FER AT ALL FLOOR SLABWL JOINTS I AT DOOR STEP NEE ANY
C,OWMIE REPAIRS HM MADE
6. 57U CCO REPAIR SHALL BE A MN IWD COAT HA50NRY CEI ET/5ND MXTUE AT 1.3 RATIO N ACCORDANCE NO THE
PORRND (,EFT ASSOCIATION iiORILAW CEMENT (57=) HANIH.
A PORTLMO CEMENT N ACCORDANCE NTH ASTM C45 i
B. HASO RY CEeIF N ACCORDANCE NTH ASM wl I
C. ALL WSE5 SHALL ED HAW 57HAM NTH NO HETAL BEADS
' Yi
s.31i alg5r 6 uia �� g
I� 4i SS€ AX'
SURFACE PREPARATION NW
I. HORIZONTAL 51RFACES
A CAP OUT LOOSE CONCFETE HTHIN THE HARKED AREAS AND MERKHE DEPTH OF RI FORCIN5
STEEL 5.4E OUT AR MID PE RIEIER OF THE REPAIR N A RECTANSLAR PATTERN TO A DEPTH OF A
RETFOALINE: STEEL AND TO REMOVE FRACTURED OR Lt60 W CONCRETE IN AGC9WAKE NTH
THE RK,OlBDATIONS FROM 9CRP.
CHIP SLWA0E5 TO OBTAIN A 9RFACE ROUSHES5 PROFILE OF Vb INCH (W6). NHE ACTIVE BAR
CORROSION 5 FOUp CONINE CIPPINS TO A TIEPIN OF 3)4 INCH MR CLEARANCE MOW
CORRODED BARS MAKE ADDITIONAL 5AI'i OUTS NO ONP AS RELU REP TO E)FAW THE REPAIR
AREA EFFECTIVELY VOW THE GORIZOSON FOR APPPDXMA7EY 6 IIYFE BEYOND ALL. ACTIVE
CORROSION.
NHE EAR COW45M 5 UKTED TO Wii4V. HILL SCALE NO SURFACE OXIDATION AND LESS
THAN V2 OF THE BAR OIAHEIER 5 D 05W PITCH RFHANNO COHCIETE FULLY BODED,
IROERCUfUN6 THE BAR 5 HOT REURED.
F THE EXTBU OF CONCRETE OAHASE DTIBDS EEYOW RE E57 MATED AREA NOTIFY THE ONR
OR E SHEER BEFORE PROCEEDING.
2 VERTCAL AND OVERIM SURFACES
.. A VERTICAL AND OVEREAD SURFACES SHALL BE PREDAIRED N A 51NLAR MANE R TO HORZONTAL
SREACE5 DESCRIBED N FLAK TIE CONTRACTOR STALL VERIFY THE A40LW OF C,ONCIFETE COVER
OVER ITT FORCING STEEL AID SNAIL REVILE TIE DEPTH OF SN+CUTTIN6 AC(gWNSLY TO AVOID
WINING ANY BARS.
3. M4 AATELY AFTER LEANING AM REPLACEMENT OF REIFOR INS STEEL, APPLY TWO COATS OF
CORRO"' HRWM PER MANFACIURHt5 SPEGI1FICCA710N5.
CONCRETE PLACEMENT
L INSTALL FOR kDR: AS REQUIRED FOR B76E NO FILL DEPIH REPAIRS FOFff M: SHALL BE SHORED AS
HECSGARY AD FORD SHALL REMAIN N PLACE A HNOMN OF N DAYS,
2 BOND THE REPAIR MATERIAL TO THE FRPAM) AREA NTH ONE OF THE FOLILHW HETHOM
A APPLY BOH M A SEITTO THE PRIPARED CONCRETE SURFACE ACCORDING TO TIE MNRFACAURERS
IN57mlrn5.
B. PRESOAK S IRATE TO A SATURATED SUEACE DRY W DITION NTH NO STAWIW HATER MIRY A
SORRY BOW COAT OF THE REPAIR MATERIAL TO THE PREPARED AREA NO A STIFF EPISTLE BRUSH
OR BROOM. DO NOT AVOW THE SLURRY TO DRY PRIOR TO INSTALLATION OF THE REPAIR MATERIAL
PADDLE, OR IN AN APPROPRIATE MORTAR HXER. TYPICAL HANK TIE 5"MINUTES. DO NOT ADD HORE
HATER THAN 5 RFCOMBDED BY THE MAN.FACTUBR DO NOT MX LONEEER THAN 5 HNUIE5. ONLY THAT
PORTION OF MATERX THAT GAIT 13E PROPERLY KXED 14110110 MNUIE5 OF APPLICATION SHOLU? BE
ME®.
4. APPLY FRE51 MORTAR OR READY MX CONCRETE TO THE BOO GOAT. PLACE REPAIR MORTAR AGGODIN6
TO KAN FACTURER5 FEOOTEDATIOS.
5. EVAPORATION RETARPM HERE RAPID SURFACE EVAPORATION MAY OCCUR N NOT, HIDE COHDIROtS,
APPLY SPEGflED EVAPORATION FETAFDER AOXFOIN6 TO INVIFALTURE RS RFCOHEOATIONS.
6. FIR5NN6, COMPLETED REPAIR SLRFACE5 SHOULD BE STRAIGHT, IRE AND MATGL E ISTM FROFLFS.
DO NOT OVER MORK THE SURFACE
T. AFTER APPLICATION 5COMPETED AND REPAIR MATERIAL H/5 5UFFIOBUILY SET 50 RESawm PILL
NOT DAMAGE IT, REBOUND PAT ED AREA TO MAE PROPER BOHOM OF THE REPAIR MATERIAL
6. ALL REPAIRED SR>FA.S HST 13E GIRED FOR A H@NIMN OF 5 DAYS
POST TENSIONED -CONCRETE
I. REFER TO THE POST-7@E1014 NSTIME FED PROCEDURES HAWAL FOR URiO CED SNSLE
STRAND TENDONS FOR SPEC PICATIONS.
2 ALL SLAB TENDONS PILL C0H515T OF THE 11111430DED TYPES AND SHALL BE 270 K51 LAN
RELAXATION STRAND. FU® ND 5TRESSW ENDS SHALL HAVE CORW51011 PROTECTION
A66B BL.E5 HUH PROTECTION CMS. OICAPSR.ATED 5Y5TEU
3. PROFILE DIMENSIONS SHALL HATCH TIE DH5TN5 HIE STRAW AND CROSS SWTIO.
4. THE STRE5SN6 OF THE SLAB TENDONS MAY CONEYCE HEN WNC EVE TEST CYLINDERS
INDICATE THAT A MR" COH P ES9VE 5TRB46TH OF 3000 PSI HAS BEEN ACHIEVED.
5. PROVIDE WNC EIE TEST REPOR15 PRIOR TO 5TRE%M CABLES.
6. ALL POST TEN901i CABLES SELL BE REPAIRED BY A POST TENSION TECHNICIAN GHtIFiED
BY PTI. CERTIFICATE SHALL B: SUBMITTED.
AVOID COMPLEX REPAIR LON99RAUGHS, %VUPr SHAPES AND
ELIMINATE ISLANDS
SURFACE PREPARATION GEOMETRY
JOB
NAME: OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS
NORTH BUILDING
4250 NORTH HIGHWAY AlA FT. PIERCE, FLORIDA
TITLE: SPECIFICATIONS
RBN`ORCIN6 (TYPJ
air PARALLEL OR
PERPENDICULAR TO
SLAB IN PLAN
SCALE VP = 1'-0'
ISSUE DATE: 7/7/1 6
JOB NO. 16-175
DRAWN BY: Tn CHECKED BY: ML
DESIGN LOAD CRITEAW
DESIGN LOADS PER THE RMOA WIANG CODE, 51H EDITION
ROOF LOADS
IDEAD tuA
BALCONY FLOOR LOADS
DEAD A+ P5F
A 40 P5F
CES16H CRITERIA PER ASGE T
ILTH47E VINO SPEED I5U/ON TAU FP W H
NOMNAL HW SPEED RESM a4 wS HSH
HID BOFOE VMS RESION
ENC1.059) STRICTURE
Mum fe6HT < 120 FT
ROOF PITON WA
INTERNAL PFM59AZE GOEF. E 016
EXPOSURE 0
VELOCITY FNISW;F, Oz 56J P5F
SHEET NO: SP-1 OF 2 SHEETS
S(A iyizV
St. Luce Count,
END ZONE 5 5 EVEN A DISTANCE OF (a) . 6,0 FT FROH BD6 CORIERa
SCOPE OF WORK
L SCOPE OF NOW 5 LAOTED TO TIE REAR OF CZWAW E BALCONY SAM
2 ALL HDFJC SHALL B3 It5FMTEV BY THE ENGINEER OF RECORD I OWIDTIES VERIFIED
PRIOR TO LOY2ETE PLACEMENT.
3. CONTRACTOR SHALL NOTIFY H. ENSNffit1N6 FOR ALL THRESHOLD I SPECTION.5 A W(HH OF
24 HOLES PRIOR TO [INSPECTION.
STRUCTURAL NOTES
I. CONTRACTOR SHAD. VERIFY ALL DIH3151O5 N TIE FIELD AND NOTIFY THE EINBNEER OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
2 ALL. CONSTRICTION SHALL ED BRACED AND SWFW BY THE CONTRACTOR AS RE MFW TO
SAFELY PEFMW THE NOW,
CONCRETE
I. CONCRETENORKSWI. BE NACCZROAFY.E NTH TIE FOULM115i
AL1. 3D1'SPECIFICATIONS FOR STRUCTURAL LONCREIE FOR BUIDIN65' LATEST EDITION.
ALL: 50 BFLDIHB GORE REtiAR88N15 FOR SIRICTU AL M)f. ETE
14R).1NIEdRR111O6Y.WNCIME WAR 16MV E' LATEST EDITION
2 READY HXED CONCRETE STRENGTH SHAM BE AS FOLOWG
Sp00 PSI 20, DAY COPRE 6VE STRWTH W SUGA-PNE
SUMP 5111'
DC CORROSION INHIBITOR (4 6A PER CU. YDJ
WC RATIO 05 MA)O
3. CONCRETE SHALL BE TESTED IN ACCORDARCE NTH A51H G34. A HNMN OF (5) TEST
LYUNDERS SHALL BE TAM FOR EACH 100 OU YDS OF FCR NTH ADDITIONAL SETS FOR
EVERY So CD YDS OF FOUR
LYL WEBS SHALL BE TESTED AS FCLL016
I.3 DAYS
I•I DAYS
2 It 21) DAYS
1. 56 DAYS (F THE MNMIN SIRUWTH 5 NOT HET N 26 DAYS)
REINFORCING STEEL
I. ALL FEHFORCM STEEL SHALL BE N ALLOWANCE NTH A6114 A65 GRADE 60.
2 ALL BARS SHALL BE COATED NTH A CORROSION M5ITOR
3. SUPPORT BARS AND ENDS OF NOUN RENFORCM BARS SIWL NOT EXTEND MORE THAN 1'-6'
PAST OUTER MOST CHAIR OF SUPPORT BAR
4. R EI FOR M CHAIRS SFWl BE PLASTIC, W"ORROSION EAR SPPORT
5. THE M NHH CONCRETE COVERAGE SHALL B3 AS FOLLOYG,
EXPOSED TO WATER I V2 INIS
6. PROVIDE NO DEERS LAP SPLICES AT ALL NIE5EL1KX5.
7. RBtFORCNS SAL BE LAPPED SPICED AND TIED PITH THE FOLLOHNO MNIMTS
M 241H5
5 /
301N5
F6 361N5
t
REVISIONS: DATE:
This drawing and design as shown is
the property of ML Engineering, Inc.
Reproduction and/or use of this Growing
or any content therein, without express
consent or permission of this company
Is prohibited, may constitute an Infringe-
�� F ment, and may be subject to legal action
W-a' !F I by MIL Engineering. Inc.
Nr CDX FLYHOOD OVER —
VISOffiI BAFI ON
EKTEII SIDE OILY
0V13R LAP FLYI I00D A Hill OF
6' PAST EA JAFB -
EMST. TEAM TO IEMM
LACK OFF PLATE —\
SEE P.T. REAR
C£rAL
EMT Fr LASE TO BE NEW Fr CAME
LOC43D OFF I CUT
2A FT 1,00D PLATE
PROVIDE A COPLEL
FASIBED TO SLAB 4 JM435
• TIE SPLICE
W 3A6'/ x3' TAPCONI
TOP 4 BOTTOM
P.T. CABLE REPAIR DETAIL (UNIT 2081
RTS.
NOTES,
L LOCK OFF EAST P.T. CAE
2 DESEdfS P.T. GAME
24 STUD5 @ 24. OG FIAX
3. ADD SPLICE COFLH6 W NEW SLEI If0 CABLE
4. IB ESS GAME AFTER lEK CONC. 5LA8 5 PORED t A HFL OF EIX0 PSI 15 ACAIEVED
S. FEPAR P.T. FOC427 AS PER DUAL
EXISI BAILOIKC 5IAE
TEMPORARY WEATHER WALL PARTITION 2/4 B.FLSTN65ATfi —
SCAM 3A6'-VV
— PR CAMP
P/r POCKET
yO
/ 6FEA.E FILLED PLASTIC CAP
P/r ANCHOR PLATE
P.T. POCKET REPAIR DETAIL
HIS
IDTEn
L OEHO AID FIHKOVE LONGFETE FROM POST MI FOCKE15.
2 CUr OUT ARC DZIESSIVE AMORU OF POST TENSION CAME HII@I W OF END CAP.
3. COAT END OF POST T06M CABLE HTH C0974 M IN®1TOR
4. 05TALL. PLASTIC 611 FLIED BD CAP OVER EMBED CABLE BD.
S. PATCH POCKET HTH NMI NW ETALLIG, HIGH 51R3M SdWr.
R w
F.
- s< is
EXII RALNS, TO BE —
REMOVED I REBSTN.LED W
04 P05T BASE PLATE
N34 4x4xV4 AM 545E PL
4 SLEEVES IN
HOLES
N OTE*M
I. 11 PORTION OF EMSTINS RAI INS POST EHWDED N SLAB.
2 CLEAN COf2® HOLE OF ALL DEEM 4 GROUT HTH NEAR MORTAR AS PER EFEGS,
3 REINSTALL HAWRAL W MO7ffED SIRFALE MORT MST BASE AS FIR DETAIL
EMSTHE RALBLS TO BE —
RB10JED I REINSTALLED W
IEK P05T 545E PLATE
EAST ALLK EASE PL W NEN
FR67ELT FASTB81 SYSTEK
V4'/ STAINiSE STEEL ANCFIORS
W CAP 4 SLEEVES R tRE1HANE
FILLED HOLES
:1
NDIIESr
I. PROVIDE NEW PRO-TELT FASTEMR5 @ ALL MST BASES
HANDRAIL POST DETAILS
RTa
arS- i
4
51)>FAGE AFTER F EI
4
EXST FEW TO R9lAIN
EXIST COLLHI
SPALLR6 AWA
TO BE REPAIRED
UDERM EAST ItFRF.
d
4
3/4' 4 F'rYBR TOOL
CLEAN 1 PAW EAST
CORRODED OARS
_
SAN CUT ARLLID F'HKPEIER
a
..
OF FIEPAR AREA 1 ROIIrTBI
COLUMN REPAIR DETAIL
RES.
SLAB E 06E TO BE FM40VW
/ FIEPIACED AS E'ER SPECS
CONTRACTOR TO VEWY
LOCATION OF FT CARE
PRIOR TO F01ARINB ED6E
a
BALCONY EDGE REPAIR
. 101E - RTS.
1. SEE DETAIL FIESAI IG P/r CABLE
LOCATE Fr CABLES
MD CHIP OR SWITCH OF LONG
TO INSERT LACK OFF TO CARP
7.6' MN.
541.LONf'
P1A571L TUBE W N3K ANAIORA6B W 6FEArE
HATE RIISK CNL FTITBI6 4 PLASTIC LAP
• %MIN
M x24'MH
BURSTINS BARS
POST TENSION LOCK OFF REPAIR
Norm RTS.
I. LOCK OFF EA5T T-iEKE STRAND FT CAE
2 DE-STFM56 Fr CAE
3. FE-STRESS PT LAME AFTER LONG. WAR$ ARE WHUIED I A MIN OF
3000 PSI 5 ALINED.
EAST INSATO R@MBI
SPALLINE AIIfEA
TO BE FZEPAIF®
a
lHA3VUT EAST PB B P.
.4 :. < 3H' 4 Pam TOM
OEAN / PART EXIST
oven CORRODED BARS
. 6' - DF05E A MR OF 6'
OF NONCOfBKOD® REAP.
.. SM CUT AROW PIERPETER
. .4 OF WAR AREA l RO51EI
... .II' .. ., ED6£S
SURFACE SPALL REPAIR (CEILING SIMILAR)
RTS.
Mia ENGINEERING, INC.
JOB
mw° OCEAN HARBOR SOUTH CONDO - BALCONY REPAIRS
NORTH BUILDING
4250 NORTH HIGHWAY Al FT. PIERCE, FLORIDA
DATE:
7/7/16
REVISION& DATE:
!/ •���%/��/�]�j
, I. ! / '/
This property and design a shown Is
the property of ML Engineering, Inc.
Reproduction andlor use of this drawing
or any content therein, without express
sprohibited.mayconsent or ocasWufeon of lanalnirlOge-
menl, and may be subject to legal action
by ML Engineering. Inc.
NO.
16-175
Consulting Structural Engineer
203037th Avenue
vero Beach, Florida 32960 '.
Phone: 772.569.1257 Far:772.569.4041
rDIZAWNBv: TR CHECI(ED BY: nitl
1 V IL
TIRE: DETAILS
T NO: SP-2 OF 2 SHEETS