HomeMy WebLinkAboutPLANSKEY:
1.2.3.4
1-AMOLINT OF DAMAGE
CRACKS
= LINEAR FEET
OVERHEAD SPALL
= SQUARE FEET
DECK SPALL
= SQUARE FEET
COLUMN SPALL
= CUBIC FEET
2 - LOCATION OF DAMAGE
COLUMN
D = DECK
0 = OVERHEAD DECK
3 -TYPE OF DAMAGE
C = CRACK
S = SPALL
M = MIDDLE
B = BOTTOM
EXAMPLE:
-C 1�-- 5 CUBIC FEET - COLUMN -
10-0-C = 10 LINEAR FEET - OVERHEAD
DECK SPALL =
OVERHEAD SPALL =
CRACK =
- MIDDLE
- CRACK
SCANNED
BY
St. Lucie County
ESTIMATED DAMAGE
CATEGORY
DAMAGE
COLUMN SPALL
OCF
COLUMN CRACK
OLF
DECK SPALL
OSF
DECK CRACK
OLF
OVERHEAD SPALL
OSF
OVERHEAD CRACK
OLF
EDGE SPALL
43SF
WALL SPALL
OSF
POSSIBLE DOOR OUT
OEA
POSSIBLE WINDOW OUT
OEA
STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
Cosm
ENGINEERING
CIVIL - STRUCTURAL - MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART9 FLORIDA 34994
772-220-4601
Www.CSM,E.NET
CERTIFICATE OFAUTHORIZATION: 29057
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UNIT: 2 B
COLUMN SPALL
00
COLUMN CRACK
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DECK SPALL
00
DECK CRACK
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OVERHEAD SPALL
00
OVERHEAD CRACK
- 00
EDGE SPALL
I 06
WALL SPALL
00
POSSIBLE DOOR
00
PINHOLE RUST
= 00
STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
I=r=m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
ZOE SW OCEAN BOULEVARD
STUART, FLOR104 34994
772.220.4601
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UNIT: L4B
COLUMN SPALLI
= 00
COLUMN CRACK
= 00
DECK SPALL
I = 00
DECK CRACK
= 00
OVERHEAD SPALL
= 00
OVERHEAD CRACK
= 00
EDGE SPALL it
= 02
WALL SPALL
= 00
POSSIBLE DOOR
= 00
PINHOLE RUST
I = 00
STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
c:msm
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
205 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4601
www.CSM•E.NET
CERTIFICATECFAUTHORIZATION: Z9059
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COLUMN CRACK
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DECK SPALL
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DECK CRACK
= 00
OVERHEAD SPALL,
= 00
OVERHEAD CRACK
= 00
EDGE SPALL
= 06
WALL SPALL
= 00
POSSIBLE DOOR
= 00
PINHOLE RUST
= 00
ON
STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
csm
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERINCT, LLC
208 6W OCEAN BOULEVARD
STUART, FLORIDA 34994 ,
792.220.4601
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POSSIBLE DOOR
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PINHOLE RUST ,1
= 00
S
STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
c:sm
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC _
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
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STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
30DO ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
Csm
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
ZOE SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772-220-4601
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STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATUKITC BEACH BLVD
FORT PIERCE, FL 34949
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ENGINEERING
CIVIL - STRUCTURAL • MARINE
CSM ENGINEERING, LLC
209 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4601
www.CSM E.NET
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CSM ENGINEERING, LLC
200 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
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DECK SPALL
DECK CRACK
OVERHEAD SPAL
OVERHEAD CRAC
EDGE SPALL
WALL SPALL
POSSIBLE DOOR
PINHOLE RUST
1 1-B - -
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= 00
= 00
= 00
= 00
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= 00
= 00
= 00
STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATIANTIC BEACH BLVD
FORT PIERCE, FL 34949
c:sm
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4S01
www.CSM-E.NET
CERTIFICATE OF ALRTHORIWION: 29057
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WALL SPALL
POSSIBLE DOOR
PINHOLE RUST
STRUCTURAL INSPECTION
ATRIUM ON THE OCEAN II
3000 ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
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ENGINEERING
CIVIL - STRUCTURAL - MARINE
CSM ENGINEERING, LLC
ZOE SW OCEAN BOULEVARD
STUART' FLORIOA 34994
772.220-4601
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S�QNAL
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CHARLES A DARCEN JR CAiE
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1. ALL CONSTRUCTION SHALL BE DONE IN
BUILDING CODE. BUNTING k EXISTING;
CONSTRUCTION HAS BEGUN. ALL OBSERVED DI
IMMEDIATELY TO THE ENGINEER.
3. DESIGN LOADS:
BALCONY/CATWALK INE LOAD 60 PSF
BALCONY/CATWALK DEAD LOAD 10 PSF
4. CONCRETE: ALL REINFORCED CONCRETE WORK SHALL B
WON ACT 318. 'BUILDING CODE REQUIREMENTS FOR REIN
AND AN Mi. 'SPECIFICATIONS FOR SOTUCNRAL CENCI
FOR BUILDINGS'. ALL CONCRETE REPAIR WORK SHALL E
ACI 'CONCRETE REPAIR MANUAL' LATEST EDITION.
ACI 311, 'RECOMMENDED PRACTICE FOR CONCRETE INSP
ACI 347. 'RECOMMENDED PRACTICE FOR CONCRETE FORA
ACI 304R. 'GUIDE FOR MMURING. MIXING, AND PLACING
ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGMS:
POURED -IN -PLACE STRUCTURAL CONCRETE: 5000 PSI
EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRONO
4a. THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM
AIR CONTENT: 4X TO 6X OPTIONAL
WATER/CEMENT RATIO: 0.40
PUMPABLE PFA-ROCK MIX
MAX. COARSE AGGREGATE : 3/8' TO 3/4'
CORROSION INHIBITOR 2.5 GALLONS PER CUBIC
THE FLORIN
1.
READY -MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304
AND ASCE ]-10.
AND DELIVERED IN ACCORDANCE WITH ASDA C94.
INS ON SITE BEFORE
2.
SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE
S SHALL BE REPORTED
WITH ACT 301.
3.
CONCRETE SHALL BE CONVEYED MOM MIXER TO PLACE OF FINAL
DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF
MATERIAL
4.
CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF
CONCRE E AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF
INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS
DONE IN ACCORDANCE
OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS.
)RCED CONCRETE-,
TE
5.
DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO
IN ACCORDANCE WITH
INGREDIENTS, PRODUCTION METHODS, HANDUNG, PLACING, PROTECTION
AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR
TION'.
WATER EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR
NOaK•
SERVICEABILITY OF THE MEMBER SERUCNRE.
5. REINFORCING STEEL SHALL BE ASTM MIS, GRADE 60.
TENSION SPLICES: 48 X BAR 0 FOR /3, ®4, & J5
6. ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL
TO MASONRY/CONCRETE, MUST BE STAINLESS STEEL BOLTS.
7. THESE DRAWINGS ARE NOT VAUD UNLESS SIGNED AND SEALED WITH AN
THE OFFICES OF
PROPERTY OF C:
B. CSM
THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS PROVIDED IN THESE
DOCUMENTS.
9. ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO ALL
OBSERVATIONS.
TYPICAL CONCRETE REPAIR
I. CONCRETE SHALL BE REMOVED USING A 15/ CHIPPING RAMMER.
2. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL EXTRA CAUTION
3. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE
REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND
COVERED WITH 'SIKADUR 110, MMATEK' OR `THOROC ZINC -RICH PRIMER-. THIS
WILL ONLY BE DONE AT THE ENGINEERS DIRECTION.
4. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A
REVIEW BY THE ENGINEER OF RECORD SHALL BE CONDUCTED.
5. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND BLASTED CLEAN OR WIRE
WHEELED. A ZINC ANODE SHOULD BE INSTALLED TO BAREISTEEL THEN A THIN
COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL
REINFORCEMENT IMMEDIATELY AFTER SAND BUSTING.
6. THE CUE AREA OF THE CONCRETE SCOW. BE CLEAN AND IN THE STATE OF 'SSD'
(SURFACE SATURATED DRY) PRIOR TO COMMENCEMENT OF PATCHING
CONCRETE R BAR AND REPLACEMENT:
1. CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED
WITH SPALUNG. DETERIORATION, MO UNACCEPTABLE CONCRETE.
2. REMOVE ALL UNSOUND CONCRETE IN THE AREA OF THE DETERIORATION.
REMOVAL SHALL BE PERFORMED WITH SMALL POINTED TOOLS RAMM
THAN WIDE CHISEL EDGES TO PREVENT MICRO CRACKING AND CONTINUED
SPALUNG OF CONCRETE WHICH IS TO REMAIN.
3. THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE
LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING
DETERIORATION A MINIMUM OF 2' INTO SOUND CONCRETE.
4. PROVIDE A Y- MINIMUM DEPTH SAW -CUT, PERPENDICULAR OR SUGKRY
UNDERCUT TO THE CONCRETE SURFACE AT THE LIMITS OF WE REPAIR TO
PREVENT FEATHERING OF THE PATCH MATERIAL. 00 NOT CUT ANY
REINFORCING, EXCEPT AS ACCEPTED BY THE ENGINEER.
5. REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY
SAND BLASTING OR WIRE WHEELING.
6. THOROUGHLY CLEW THE EXPOSED CONCRETE SURFACE OF ALL TRACES
OF DIRT. GREASE. OIL, DUST, AND OTHER CONTAMINANTS WHICH MAY
PREVENT PROPER BONDING OF THE REPAIR MATERIALS.
]. THE PREPARED CONCRETE SURFACE SHALL BE SATURATED SURFACE DRY
(SSD), BUT FREE OF STANDING WATER. APPLY A BOND COAT OF SLURRY,
PREPARED WITH THE REPAIR CONCRETE, WITH A STIFF BRISTLE BRUSH
COVERING ALL EXPOSED STEEL AND ALL CONCRETE SURFACE AREAS.
B. WHILE SCRUB COAT IS STILL WET. PLACE REPAIR CONCRETE MIX DESIGN
IN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR.
9. PERFORM REPAIRS IN ACCORDANCE WITH [CRT GUIDEUNE 037M. GUIDE
FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED
CONCRETE RESULTING FROM REINFORCING STEEL CORROSION.
CURING OF CONCRETE,
1. ALL REPAIR AREAS SHALL RECEIVE AN APPUCATION OF BURKE 'AQUA
RESIN' MEMBRANE CURING COMPOUND AFTER FINISHING IN
ACCORDANCE WITH ME MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS OR APPROVED EQUAL.
2. ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO
APPLICATOR OF ANY COATINGS OR FINISHES.
3. AN OBSERVATION SHALL BE CONDUCTED BY THE ENGINEER PRIOR TO
APPLICATION OF ANY COATINGS ON THE CONCRETE. ANY CRACKS IN
THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE
REQUIREMENTS FOR CRACK REPAIRS. REPAIR OF CRACKS SHALL BE AT
NO ADDITIONAL COST TO THE OWNER.
L r
STRUCTURAL INSPECTI17N
ATRIUM ON THE OCEAN II
3000 ATLANTIC BEACH BLVD
FORT PIERCE, FL 34949
CSM
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD ,
STUART, FLORIDA 34994
772-220-4601
WVN/.CBM'E. NET
CERTIFICATE OF AUTHORIZATIGN: 29057
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I. ALL REINFORCING WITH DETERIORATION OF MORE THAN 415% OF THE
ORIGINAL BAR DIAMETER. AS DETERMINED BY THE ENGINEER, SHALL BE
REPLACED. III
2. TO PERMIT LAPPING OF THE NEW REINFORCING STEELNTHE CONCRETE
SMALL BE REMOVED ALONG ME LENGTH OF THE REINFORCING, A
MINIMUM OF 12' BEYOND THE DETERIORATION INFO SOUND CONCRETE
TO PERMIT SPUCING OF THE REINFORCEMENT.
7. AFTER THE REINFORCING HAS BEEN OF T
PRE NAP THE NEW
REINFORCING RESCUE THE ENTIRE LENGTH HEEXPOSED1
REINFORCING, SECURE IN PUCE WITH WIREE TTES.
4. FOLLOW ALL OTHER PROCEDURES FOR THE CONCRETE:REPAIR AS
INDICATED. .1
INTO SOUND CONCRETE A MINIMUM OF 9' WITH SIKADUR 35, HMLV, A
HIGH STRENGTH EPDXY GROUT.
11
6. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM AND
BE GALVANIZED OR EPDXY COATED.
TTPXW- BOWLED OONDREE REPAR NI
PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS
POSSIBLE. II
3. CONCRETE SHALL BE REMOVED USING A 15R CHIPPING HAMMER.
I
4. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL. E%TPA
CAUTION SHALL BE EXERCISED TO AVOID DAMAGING: DURING REMOVAL
OF ADDITIONAL UNSOUND CONCRETE. 11
5. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE
SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND
CONCRETE IS FOUND AND COVERED WITH 'SIKADUR 110, ARMATEK'.
6. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING
REPAIR, A REVIEW BY THE ENGINEER OF RECORD SHALL BE
CONDUCTED I
7. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED OR
WIRE WHEELED 1
CLEAN. A ZINC ANDRE 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 OR WIRE WHEELING.
8. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN,AND DRY PRIOR
TO COMMENCEMENT OF PATCHING.
9. REPAIR FOR SPALLS LESS THAN 1 1/2' IN DEPTH
A) THE CONCRETE SURFACE AREA SHALL BE COATED WITH BONDING
OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY
B) THE SPALLED AREA SHALL THEN BE FILLED WITH 'SIKATOP 123'
AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE.
10. REPAIR FUR SPALLS GREATER TWIN
A) THE FINISH CONCRETE SURFACE
V/ 'SIKATOP 123'.
B) APPLY ANOTHER LAYER OF EPDX
NEW SURFACE AND FLUSH V/ E
SCRATCH COATED
.Y OVER THE
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STUART, FLORIDA 34994
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NOTES:
HELD VM ALL DMEN90N5 AND CONDITIONS.
SCREDIDNG AND SNORING CONFIGURATION CAN BE AD.NSIED TO MEET Ell
AS LONG AS UkWA SPACING IS NGr DSCEEDED.
ME BE RGH OF THE SHORING SNLLL BE N ACCOROWCE WM 111E LOCAL
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CONTRACTOR SHALL PROVIDE ADEMATE
FOR ALL FLOORS CONCRETE DECK PRIOR
CONCRETE REPAIR WORK, THIS SHORING PL
DESK3N® FOR BALCONY CONCRETE SLAE
BEAMS ONLY.
TYPICAL BALCONY
SHORING DETAILS
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ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSIA ENGINEERING, LLC
2001 SE OCEAN BOULEVARD ' SUITE I
STUART, RORIOA 34996
772.220.4601
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