HomeMy WebLinkAboutConstruction PlansLOCATION MAP
NOT TO, SCALE
EAST ELEVATION
GENERAL NOTES:
CODES AND STANDARDS
1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:
1.1. FLORIDA BUILDING CODE 2017, FBC EXISTING 2017, ASCE 7-10, ASO, AISC, &'CITY OF MIAMI BEACH CODE OF ORDINANCES.
2. DIMENSIONS
2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE
WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH
THIS REQUIREMENT.
2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK.
DIMENSION NOTES:
1. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING BRACING AS REQUIRED DURING
DEMO, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH
ALL LOCAL AND OSHA REQUIREMENTS.
2. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND
MATERIAL
STRUCTURAL DESIGN CRITERIA:
MEAN ROOF HEIGHT 40'
OCCUPANCY TYPE RESIDENTIAL
CONSTRUCTION TYPE II A
WIND LOAD CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10
WIND VELOCITY 165 MPH; ULTIMATE WIND SPEED
WIND VELOCITY 128 MPH; NOMINAL WIND SPEED
EXPOSURE "D"; ENCLOSED DESIGN
Qz 72 PSF
Kz 1.22
ROOF SLOPE FLAT
LOAD COMBINATIONS ASCE 7-10 CHAPTER 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL
INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1
RISK CATEGORY II
DEFLECTION CRITERIA:
LIVE = L/360 DEAD + LIVE = L/240
MAIN FRAME:
MAX. HORIZONTAL LOAD +48 PSF
MAX. VERTICAL LOAD —58 PSF
EMERGENCY CONCRETE EDGE REPAIR
PROJECT LOCATION
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1.
PRIOR TO INSTALLATION
THE CONTRACTOR WILL VERIFY ALL DIMENSIONS. THE
CONTRACTOR
UNDERSTANDS THAT THE EXISTING BUILDING WILL REQUIRE MODIFICATION AS
SHOWN IN THE
DRAWINGS.
2.
THE CONTRACTOR
IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS
THAT ARE SO INDICATED INCLUDING WOOD, DRYWALL, AND CONCRETE.
3.
THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY.
THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE
START OF DEMOLITION
THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE
LOCATION AN
THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON
THE PLANS.
BUILDING EXISTING
NOTES:
1.
THE CONTRACTOR
SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING 'CONDITIONS AND
SCOPE OF WORK:
INTERFERENCES.
1.
MOBILIZE
2.
REMOVE STUCCO TO EXPOSE BARE CONCRETE FOR ENGINEER TO INSPECT
2.
THE CONTRAC
OR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER,
3.
REPAIR EDGE OF FLAT PLATE SLAB PER PLANS
ARCHITECT, OR
ENGINEER OF ANY DANGEROUS CONDITIONS.
4.
REMOVE, STORE, AND RE —INSTALL WINDOW AS REQUIRED
5.
APPLY STUCCO, PRIME, & PAINT TO REPAIRED AREA; OWNER TO SELECT COLOR
3.
THE CONTRACTOR
IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO INDICATED
6.
CLEAN SITE & DEMOBILIZE
ON THE PLANS
WITH THE OWNERS APPROVAL
7.
NO SHORING REQUIRED FOR THIS PROJECT
4.
THE CONTRACTOR
SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED
STRUCTURAL CONSTRUCTION P LA P
HIMSELF WITH
ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO
THE DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENGINEER BEFORE SUBMITTING
A PROPOSAL.
FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF ALL MATERIALS.
SHEET
DESCR�P�IDESCRIPTION5.
ALL DIMENSIO
S AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD
S-�
COVER SHEET, MAP, AND NOTES
VERIFIED BY
HE CONTRACTOR/INSTALLER.
S-1
GENERAL REPAIR ' NOTES
6
ISPECIFICATIONS F MATERIALS,
Q ARE ITNOT IN AGREEMENT WITH THESE NOTIES, STRENGTHS OR SIZES DESYTHE EBETTE DRAWINGS OR
S-2
.1
UNIT 201 SOUTH PLAN VIEW
ORALITY MD/OR NOTED SHALL
TER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED
BE�PROVD
S-3
CONCRETE
REPAIR
DETAILS
D AND ;APPROVD BY EOR.
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LEVEL FOUR
BUILDING KEY PLAN
NOT. TO SCALE
HUTCHINSON ISLAND
BEACH CLUB
9800 S OCEAN DR.
JENSEN BEACH, FLORIDA 34957
ENGINE RING
CIVIL STPUCTUR 1. MARINE
CSM ENGINEERING, LLC
2OB SW OCEAN BOULEVARD
STUART, FLORIDA 34994
o: 772-220-4601
w: www.CSM—E.net
CERTIFICATE OF AUTHORIZATION: 29057
THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT
AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE
REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY
FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF CSM ENGINEERING, LLC.
THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE IS PROPERTY OF CSM ENGINEERING, LLC
AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT
WTHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC.
CSM ENGINEERING, LLC COPYRIGHT 02020
I
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FIE WT SET:
I
4
10--2020
NOTES & COMMENTS
ALL DIMENSIONS SKU BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS.
ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS
1
2
3
4
5
DESIGNED BY: CHARLES DARDEN
DRAWN BY:
CHECKED BY: CHARLES DARDEN
SCALE: AS SHOWN
PROJECT #:
pTQ`�•' diCE.NSF �''.�
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Fit Na.76910
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CHARLES A DARDEN JR DATE
FLORIDA REGISTERED PROFESSIONAL ENGINEERR NO. 76910
SHEET NAME: -
COVER SHEET, MAP, 'AND NOTES
SHEET J:
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GENERAL NOTES
IXING AND CONVEYANCE
REINFORCING REPLACEMENT:
1.
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA
1.
READY -MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304
1.
ALL REINFORCING WITH DETERIORATION OF MORE THAN -15% OF THE
BUILDING CODE & EXISTING FBC 2017; 6TH EDITION' AND ASCE 7-10.
AND DELIVERED 1N ACCORDANCE WITH ASTM C94.
ORIGINAL BAR DIAMETER, AS DETERMINED BY THE ENGINEER, SHALL BE
REPLACED.
2.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE
2.
SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE
CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED
WITH ` ACI 301.
2.
TO PERMIT LAPPING OF THE NEW R INFORCING STEEL, THE CONCRETE
SHALL BE REMOVED ALONG THE LE GTH OF THE REINFORCING, A
IMMEDIATELY TO THE ENGINEER.
3.
CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL
MINIMUM OF 12" BEYOND THE DETERIORATION INTO SOUND CONCRETE
DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF
TO PERMIT SPLICING OF THE REINFORCEMENT.
3.
DESIGN LOADS:
MATERIAL.
ALL LOADS ARE EXISTING TO REMAIN; NO NEW LOADING ONLY REPAIRS.
3.
AFTER THE REINFORCING HAS BEEN PREPARED, LAP THE NEW
4.
CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF
REINFORCING BESIDE THE ENTIRE LENGTH OF THE EXPOSED
CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF
REINFORCING, SECURE IN PLACE WITH WIRE TIES.
INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS
4.
CONCRETE: ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE
OF > PLASTICITY BETWEEN SUCCESSIVE INCREMENTS.
4.
FOLLOW ALL OTHER PROCEDURES FOR THE CONCRETE REPAIR AS
WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",
INDICATED;
AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE
DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO
»
FOR BUILDINGS ALL CONCRETE REPAIR WORK SHALL BE IN .ACCORDANCE WITH
PRODUCTION METHODS HANDLING PLACING PROTECTION
INGREDIENTS, ,
5_
WHERE THE REMOVAL OF CONCRETE TO ACHIEVE THE REQUIRED LAP
"CONCRETE REPAIR MANUAL" LATEST EDITION.
ACI CONC
AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR
LENGTH IS NOT PRACTICAL AS DETERMINED `BY THE ENGINEER, BAR
„ N„
WATER" EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR
DEVELOPMENT CAN BE .ACHIEVED BY EMBEDDING THE REINFORCING
RECOMMENDED PRACTICE FOR CONCRETE INSPECTION'
ACI 311, „
SERVICEABILITY OF THE MEMBER STRUCTURE.
INTO SOUND CONCRETE A MINIMUM OF 9" WITH SIKADUR 35 HMLV A
ACI 347, RECOMMENDED PRACTICE FOR CONCRETE FORM WORK.
HIGH STRENGTH EPDXY GROUT.
ACI 304R, "GUIDE FOR MEASURING, MIXING, AND PLACING CONCRETE".
ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGTHS:
Of
CRETE REBAR AND REPLACEMENT.
6.
REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM AND
POURED -IN -PLACE STRUCTURAL CONCRETE: 5000 PSI
1.
CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED
BE GALVANIZED OR <EPDXY COATED.
EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRAINED AIR.
WITH SPALLING, DETERIORATION, AND UNACCEPTABLE CONCRETE.
TYPICAL
SPALLED CONCRETE REPAIR
4a.
THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
2.
REMOVE ALL UNSOUND CONCRETE IN THE AREA OF THE DETERIORATION.
PSI MIN.
REMOVAL SHALL BE PERFORMED WITH SMALL POINTED TOOLS RATHER
1.
y, SPALLS Y SOUNDING THE
THE CONTRACTOR SHALL L❑l ATE ALL SP LL B
COMPRESSIVE STRENGTH 5000
THAN WIDE CHISEL EDGES TO PREVENT MICRO CRACKING AND CONTINUED
SLUMP: 5 TO 7 INCHES
SPALLING OF CONCRETE WHICH IS TO REMAIN.
CONCRETE SURFACES, USING(, A HAMMER. UPON LOCATION ❑F THE LOOSE
CONCRETE A DISTINCT H❑LL OW SOUND WILL BE HEARD; THESE AREAS
AIR CONTENT: 4% TO 6% OPTIONAL
WATER/CEMENT RATIO: 0.40
3.
THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE
SHALL BE MARKED WITH CHALK OR PAINT BY THE ENGINEER
PUMPABLE PEA -ROCK MIX
LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING
2.
UNSOUND CONCRETE AREAS SHALL HAVE
MAX. COARSE AGGREGATE : 3/8" TO 3/4"
DETERIORATION A MINIMUM OF 2" INTO SOUND CONCRETE.
HER MARKED BOUNDARIESNID
SAW -CUT TO A MINIMUM OF DEPTH OF 1"
CORROSION INHIBITOR: 2.5 GALLONS PER CUBIC YARD
INT❑ THE CONCRETE SURFACE, ALL EDGES SHALL STRAIGHT AND
4.
PROVIDE A " MINIMUM DEPTH SAW -CUT PERPENDICULAR OR SLIGHTLY
Y2
AN
PATCHED AREAS ARE T❑ BE AS SQUARE AND RECTANGULAR AS
UNDERCUT TO THE CONCRETE SURFACE AT THE LIMITS OF THE REPAIR TO
POSSIBLE,
5.
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.
PREVENT FEATHERING OF THE PATCH MATERIAL. DO NOT CUT ANY
REINFORCING, EXCEPT AS ACCEPTED BY THE ENGINEER.
3,
CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER,
TENSION SPLICES: 48 x BAR 0 FOR #3, #4, & #5
TO WEATHER, OF STEEL TO STEEL AND STEEL
5.
REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY
4,
WHERE REINF❑RCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA
6.
ALL CONNECTIONS EXPOSED
SAND BLASTING OR WIRE WHEELING.
CAUTION SHALL BE EXERCIED TO AV❑ID DAMAGING DURING REM❑VAL,
TO MASONRY/CONCRETE, MUST BE STAINLESS STEEL BOLTS.
OF ADDITI❑NAL UNSOUND CONCRETE,
7.
THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED WITH AN
6.
'THOROUGHLY CLEAN THE EXPOSED CONCRETE SURFACE OF ALL TRACES
EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY CSM ENGINEERING, LLC
OF DIRT, GREASE, OIL, DUST, AND OTHER CONTAMINANTS WHICH MAY
5,
IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE
ANY CHANGES TO THE DOCUMENTS MUST HAVE THE WRITTEN CONSENT OF
PREVENT PROPER BONDING OF THE REPAIR MATERIALS.
SHALL BE REMOVED UNTIL CLEAN, SOUND REINF❑RCEMENT AND
GS�°-TRACINGS A
CSM ENGINEERING, ."ALL ORIGIN ;4L` DRAWINGS-,
" "
'
" -
PREPARED CONCRETE SURFACE SHALL B.E A-JED-su FACE DRY
CONCRETE FOUND AND- V 'SIKADUR 110 A
C❑ CRE E IS U ND COVERED WITH SI RMATEK ,
Q ,
SPECIFICATIONS MUST BE RETAINED IN THE OFFICES OF CSM "
I'' TF�
ENGINEERING, LLC AND ARE THE SOLE PROPERTY OF CSM ENGINEERING,
(SSD), BUT FREE OF STANDING WATER. APHLY A BOND COAT OF SLURRY,
6,
UPON REMOVAL OF ALL DAMAGED CONCRETE, ANH"'PRIOR TO S T`ARTING
LLC.
PREPAREDWITH THE REPAIR CONCRETE, WITH A STIFF BRISTLE BRUSH
REPAIR, A REVIEW BY THE,ji_ENGINEER ❑F RECORD SHALL BE
.,
'-
I COVERING ALL EXPOSED STEEL AND ALL CONCRETE SURFACE AREAS.
CONDUCTED._
8.
_
<CSM ENGINEERING, LLC. SHALL BE AFFORDED THE OPPORTUNITY TO
PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING THE CONCRETE
18. �'�
WHILE SCRUB COAT IS STILL WET, PLACE REPAIR CONCRETE MIX DESIGN
7,
ALL EXPOSED CONCRETE AN D STEEL SHALL BE SAND -BLASTED ❑R
RESTORATIONS AND REPAIR WORK OF THE STRUCTURAL RETAINING WALL.
IN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR.
WIRE WHEELED
IN THE EVENT THAT CSM ENGINEERING, LLC. IS NOT RETAINED IN THIS
CLEAN, A ZINC ANODE SH❑UI D BE INSTALLED TO BARE STEEL THEN
CAPACITY, CSM ENGINEERING, LLC. CAN ASSUME NO RESPONSIBILITY FOR
9.
1 PERFORM REPAIRS IN ACCORDANCE WITH ICRI GUIDELINE 03730, GUIDE
A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED
THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS PROVIDED IN THESE
FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED
OVER THE BARE METAL REI F❑RCEMENT IMMEDIATELY AFTER
DOCUMENTS.
CONCRETE RESULTING FROM REINFORCING STEEL CORROSION.
SAND -BLASTING OR WIRE W EELING,
9.
ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO ALL
B
THE CUT AREA OF THECO CRETE SHALL BE CLEAN AND DRY PRIOR
OBSERVATIONS.
CURLING
OF CONCRETE:
TO COMMENCEMENT OF PATC ING,
TYPICAL
CONCRETE REPAIR
1.
'TALL REPAIR AREAS SHALL RECEIVE AN APPLICATION OF BURKE "AQUA
9,
REPAIR FOR SPALLS LESS THAN 1 1/2" IN DEPTH1
CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER:
IRESIN" MEMBRANE CURING COMPOUND AFTER FINISHING IN
A) THE
TAPPROVEDSURFAC�I AREA SHALL BE COATED WITH BONDING
1.
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND
❑R SIMILAR AGENT AND ALLOWED TO COMPLETELY DRY.
2.
WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE
(RECOMMENDATIONS OR APPROVED EQUAL
B) THE SPALLED AREA SHALL THEN BE FILLED WITH "SIKAT❑P 123"
AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE,
EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE.
2.
ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR :TO
3.
IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL
(APPLICATION OF ANY COATINGS OR FINISHES.
10,
REPAIR FOR SPALLS GREAIIER THAN 1 1/2" IN DEPTH:
A) THE FINISH CONCRETE SURFACE AREA SHALL BE SCRATCH COATED
CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH "SIKADUR 110,
3.
OBSERVATION SHALL BE CONDUCTED BY THE ENGINEER PRIOR TO
W/ "SIKATOP 123",
ARMATEK" OR "THOROC' ZINC -RICH PRIMER", THIS WILL ONLY BE DONE AT THE ENGINEERS
LAN
APPLICATION OF ANY COATINGS ON THE CONCRETE. ANY CRACKS IN
B) APPLY ANOTHER LAYER ❑F EPDXY GROUT DIRECTLY OVER THE
DIRECTION.
(THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE
NEW SURFACE AND FLLI
FLUSH W/ EXIST; SURFACE
4,
UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BY
i REQU?REMENTS FOR CRACK REPAIRS. REPAIR OF CRACKS SHALL BE AT
THE ENGINEER OF RECORD SHALL BE CONDUCTED.
'iNO ADDITIONAL COST TO THE OWNER.
5.
ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND BLASTED CLEAN OR WIRE WHEELED. A
ZINC ANODE SHOULD BE INSTALLED TO BARE STEEL. THEN A THIN COAT OF PENETRATING
EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER
SAND BLASTING.
6.
N IN THE STATE OF SSD(SURFACE
THE CUT AREA OF THE :CONCRETE SHALL BE CLEAN AND
I
SATURATED DRY) PRIOR TO COMMENCEMENT OF PATCHING
III
HUTCHINSON ISLAND
BEACH CLUB'
9800 S OCEAN DR.
JENSEN BEACH, FLORIDA 34957
' Cy9ppY{ �ti°
' I
i�INE,INt
CIVIC. STRUCTURAL MARIhi'= t
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVAR�
STUART, FLORIDA 34994
o: 772-220-4601
w: www.CSM-E.net I
CERTIFICATE OF AUTHORIZATION: 29057
THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT
AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE
REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY
FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF CSM ENGINEERING, LLC.
THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC
AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT
WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC.
I
CSM ENGINEERING, LLC COPYRIGHT z2020
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III
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REVIEWEp FOR
CODE COMPLIANT
3
ST. LUCIE COUNT
I BOCC
3
4
E COPY
I
NOTES & COMMENTS
ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS.
ALL SCALES INDICATED PERTAIN TO 24'X36' PLOTS
2
4
5
I_
DESIGNED BY: CHARLES DARDEN
DRAWN BY:
CHECKED BY: CHARLES DARDEN
SCALE AS SHOWN
PROJECT J:
���T11t1111/��
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No. 78916 ...
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CHARLES A DARDEN JR DATE
FLORIDA REGISTERED PROFESSIONAL ENGINEER 110. 769I
SHEET NAME
GENERAL REPAIR NOTES MP
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COLUMN SPALL
= 00
COLUMN CRACK
= 00
DECK SPALL
= 00
DECK CRACK
= 00
OVERHEAD SPALL
= 04:
OVERHEAD CRACK
= 00
WALL SPALL
= 00
WALL CRACK
= 00
EDGE SPALL
='14
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EX
END
ID
INT
RIOR
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KEY:
1-2-3.4
s:
1 - AMOUNT OF DAMAGE
CRACKS = LINEAR FEET
OVERHEAD SPALL = SQUARE FEET
DECK SPALL = SQUARE FEET
4 0
SQUARE EDGE SPALL = E FEET
.SQ
COLUMN SPALL = CUBIC FEET
BEAM SPALL = CUBIC FEET
COLUMN SPALL
= oo
WALL SPALL = CUBIC FEET
COLUMN CRACK
= 00
DECK SPALL
= 00
2 - LOCATION OF DAMAGE
DECK CRACK
= 00
OVERHEAD SPALL
= 00
B = BEAM
OVERHEAD CRACK
= 00
C =COLUMN
WAALL CRACK
D = DECK
= oo
BEAN SPAR
= 00
E = EDGE
EDGE SPALL
= 14
0 =OVERHEAD DECK
O
w
O
CD
PH = PIN HOLE RUST STAIN
z
w
o
3 - TYPE OF DAMAGE
C = CRACK
S = SPALL
I'
4 - HEIGHT OFDAMAGE(COLUMN AND
WALL ONLY)
T = TOP
M = MIDDLE
B = BOTTOM
EXAMPLE.
=5 CUBIC FEET COLUMN SPA L
5—C_ _M
MIDDLE
�
VERHEAD Dc�CK —
CRACK
I U-0—C
= I U
LINEAR FEET
— 0 -
8-W—S—M
= 8
CUBIC FEET —
WALL — SPALL —
MIDDLE
Ill
UNITS 4132 & 4133 (EAST) PLAN VIEW
SCALE: 3/8'" - 1'—O"
DECK SPALL =
OVERHEAD SPALL =
CRACK,
HUTCHINSON ISLAND I
BEACH CLUB E
f
9800 S OCEAN DR.
JENSEN BEACH, FLORIDA 34957mom
n
r
EN G INEERN
CIVIL STRUCTURAL MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STLJART, FLORIDA 34994 j
o: 772-220-4601
w: www.CSM—E.net
CMACATE OF AUTHORIZATION: 29057
THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT s
AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE
REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY
FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF CSM ENGINEERING, LLC.
THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE IS PROPERTY OF CSM ENGINEERING, LLC
AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT c
WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C.
h
CSM ENGINEERING, LLC COPYRIGHT 02020
li
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NOTES & COMMENTS
r
ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS.
ALL SCALES INDICATED PERTNN TO 24"X3V PLOTS
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DESIGNED BY: CHARLES DARDEN DRAWN BY:
CHECKED BY: CHARLES DARDEN
SCALE AS SHOWN PROJECT /: n
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CHARLES A DARDEN JR DATE'
FLORIDA REGISTERED PROFESSIONAL ENGINEER,NO. 79910
SHEEP NAME
UNIT 201 PLAN VIEW
SHEET J:
S-2
TYPICAL CORROSION PREVENTION DETAIL
GALVASHIELD XP COLUMN REPAIR INSTALLATION
SCALE: NFS
NOTES
1. REMOVE DAMAGED CONCRETE AS WITH STANDARD REPAIR METHODS.
2. REPLACE/CLEAN CORRODED REINFORCING STEEL
3. ENSURE ALL EXPOSED STEEL IS SECURELY FASTENED TOGETHER WITH TIE WIRE TO PROVIDE GOOR CONTINUITY
4. ATTACH GALVASHIELD XP ANODES TO CLEAN REINFORCING STEEL AT SPACING OUTLINED IN CONTRACTOR SPECIFICATION, REFER TO
GALVASHIED XP DATA SHEET FOR MAXIMUM SPACING GUIDLINES
5• POUR BACK REPAIR AREA WITH MATERIAL AS PER ENGINEER'S SPECIFICATIONS.
ATTACH 2x4 TOP LEDGER
TO CONCRETE WITH
(1) 1/4"Oxl-1/2- MIN, EMBEDMENT
TITEN CONCRETE SCREWS 0 32" O.C.
20 WOOD STUDS 0 16" ON CENTER
TOE NAILED TO EACH LEDGER
WITH (2) 10-d NAILS
UNFINISHED INTERIOR WALL
6 MIL. PLASTIC WRAP OVER 1/2"
CDX PLYWOOD. TAPE ALL SEAM JOINTS
IN 6 MIL PLASTIC WRAP
2X4 WO�Q ATTAC ikp TO SLAB
WITH 1 4 �x1-1 2 MIN. EMBEDMENT
TITEN ONCRETE SCREWS 0 32" O.C.
FIN, FLOOR
CONT. CAULK BEAD ALONG
BOTTOM
TYP. STANDARD FLOOR
WEATHER WALL
SGA E: N.T.S_
2X4 WOpQ ATTAC�IFT TO SLAB
WITH 1 40x1-1 2 MIN. EMBEDMENT
TITEN ONCRETE SCREWS 0 32" O.C.
-TYP. TOP AND BOTTOM
1/2" CDX PLY -WOOD ATTACHED TO
FRAMING W/ #10 WD. SCREWS AT 12-
O.C. AT FIELD AND 6" O.C. AT EDGES
OPTIONAL ATTACHMENT FOR 1/2" CDX -
PLY -WOOD ATTACHED TO FRAMING W/
10-d NAILS AT 12" O.C. AT FIELD AND 6"
O.C. AT EDGES
6 MIL PLASTIC OVER
CDX PLYWOOD TAPE ALL SEAMS-
2x4 80T. LEI
2x4 TOP
EXISTING CONCRETE HOLLOW CORE
mi
ANK
d \'v
SCRATCH COATED
FILL WITH "SIKA TOP 123 PLUS" OR
STO PATCH REPAIR MORTAR CR211
EXISTING REBAR/TENDON (TYP.)
REPAIRIN ACCORDANCE WITH I.C.R.I.
GUIDELINE No. 03730 OVERHEAD
SPALLED CONCRETE REPAIR
APPLY CAULK DAM ALONI
LENGTH OF CRACK
EXISTING CONCRETE BALCONY EDGE
EXISTING CONCRETE LIMITS OF CONCRETE
REPAIR (TYP.).
/2M IN.
HORIZ
30" MIN'{
EXISTING REBAR TO BE CLEANED PER NOTES ON
S-02. IF BAR IS DETERIORATED MORE THAN 15%
TRANSVERSE REBAR CLEANED PER NOTES ON LEAVE IN PLACE AND ADD MATCHING BAR SPLICE
\—S-02 AS REQUIRED TO EXTEND 24" PAST DETERIORATION. IF BAR IS
PROVIDE YZ" Mi... CONT. MORE THAN 50% DETERIORATED THEN IT MUST BE
SAW CUT TOP & BOT. (TYP.) EXISTING REBAR (TYP.) COMPLETELY REMOVED AND REPLACED WITH #5
BAR AND EPDXY INTO EXISTING CONCRETE MIN. 6"
FULL DEPTH SLAB REPAIR
I
GENERAL NOTES: --
1. ALL 20 STUDS, SILL PLATES, AND PLANKING TO BE SOUTHERN YELLOW PINE, GRADE 2.
2. DIMENSIONS SHOWN PROVIDED AS A GUIDE TO CONTRACTOR. ACTUAL FIELD CONDITIONS` AND
LOCATION MAY VARY.
3. INSTALL ALL WEATHER WALLS MIN. 2e FROM THE AREA OF REPAIR.
4. SUITABLE PROTECTION AGAINST DAMAGE BY WEATHER, CONSTRUCTION DEBRIS, AND TRAFFIC
SHALL ALSO BE PROVIDED (INSTALLATION AND REMOVAL) FOR EXPOSED INTERIOR SURFACES,
SUCH AS TILE FLOORS, DRYWALL, ETC, AS REQUIRED AND IS INCLUDED IN THE UNIT PRICING
FOR WEATHER WALLS.
5. DAMAGE TO INTERIOR SURFACES BY INSTALLATION OF WEATHER WALLS SHALL BE AVOIDED.
SHOULD DEVIATIONS FROM STRUCTURAL ATTACHMENTS SHOWN ON PLANS BE REQUIRED, THE
ENGINEER SHALL BE NOTIFIED AND SHALL APPROVE SUCH DEVIATIONS.
6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL DAMAGES TO UNIT INTERIORS
AS A RESULT OF THE REMOVAL OF EXISTING COMPONENTS (DOORS, WINDOWS, ETC.) AND/OR
THE INSTALLATION AND REMOVAL OF WEATHER WALLS.
CONT, CAULK BEAD ALONG DBL STUD
BOTTOM AT EACH END
STANDARD WALL ELEVATION
WALL STUD PER PLAN
NOTE
,,,,,, „� m ITERIAL (SIKADUR 32 HI —MOD OR APPROVED EQUAL) INTO PRE
) CRACK UNTIL CRACK IS COMPLETELY FILLED.
1DE OF SLAB PRIOR TO FILLING IF CRACK REFLECTS THROUGH
RAVITY CONIC CRACK REPAIF
CHIP OFF LOOSE CONCRETE MECHANICALLY SAND BLAST EXPOSED REBA
OF RUST AND DUST APPLY SCRATCH COAT AND ANTI —CORROSION AGENT
OVER CLEAN REBAR AND FILL WITH "SIKA 211" OR "STO PATCH REPAII
MORTAR CR311" AND FINISH TO MATCH EXISTING CONC. SURFACE.
REPAIR IN ACCORDANCE WITH I.C.R.I. SECTION
GUIDELINE No. 03730
SPALL CONC.
1NG CONC
NOTE
COLUMN/BEAM REPAIR_,
SCRATCH COATED
EXIST. REBAR
HUTCHINSON ISLAND':
BEACH CLUB
9800 S OCEAN DR
JENSEN BEACH, FLORIDA 34957
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ENGINEERING,
CIVIL STRUCTURAL. MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD k
STUART, FLORIDA 34994
o: 772-220-4601
w: www.CSM-E.net
CERTIFICATE OF AUTHORIZATION: 29057
THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT
AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE
REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY
FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF CSM ENGINEERING, LLC.
THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HERON, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC
AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT
WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C.
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CSM ENGINEERING, LLC COPYRIGHT C2020
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a NOTES & COMMENTS
ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE R
CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS.
ALL SCALES INDICATED PERTAIN TO 24'X3V PLOTS
2
3
4
DESIGNED BY: CHARLES DARDEN
DRAWN BY:
CHECKED BY: CHARLES DARDEN
SCALE: AS SHOWN
PROJECT J:
No. 7691D
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CHARLES A DARDEN JR DATE
ELORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910
SHEET NAME: -:
CONCRETE REPAIR DETAILS j
SHEET III:
S-3