HomeMy WebLinkAboutStructural Construction PlansGENERAL 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.
FOUNDATION NOTES:
1. ALL FOUNDATIONS, SLABS, AND FOOTINGS ARE EXISTING TO REMAIN. CUT AND REWORK CONCRETE SLAB TO RELOCATE PLUMBING PER PLANS. NEW
CONCRETE AT REAR PATIO SLAB WHICH HAS NON—STRUCTURAL CRACK. THE PATIO SLAB IS TO BE RECONSTRUCTED PER PLANS.
2. BOTTOM OF SLABS/FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING MIN. 2000 PSF. CONTRACTOR TO PROVIDE', REPORT OF COMPACTION
TEST TO SHOW 95% MODIFIED PROCTOR DENSITY.
STRUCTURAL DESIGN CRITERIA:
MEAN ROOF HEIGHT 15
OCCUPANCY TYPE RESIDENTIAL
CONSTRUCTION TYPE VB
WIND LOAD CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10
WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED
WIND VELOCITY 132 MPH; NOMINAL WIND SPEED
EXPOSURE "D"; ENCLOSED DESIGN
Qz 73 PSF
Kz 1.03
LAMBDA HEIGHT & EXPOSURE FACTOR 1.47
ROOF SLOPE 18.4'
LOAD COMBINATIONS ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL; 0.6DL+0.6WL
INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1
RISK CATEGORY II
ROOF LIVE LOAD 20 PSF
ROOF DEAD LOAD 30 PSF (20 PSF TOP, 10 PSF BOT)
DEFLECTION CRITERIA:
LIVE = L/360 DEAD + LIVE = L/240 WIND (EXTERIOR WALLS) L/240'
MAIN FRAME:
MAX. HORIZONTAL LOAD +63 PSF
MAX. VERTICAL LOAD —54 PSF
DEMO AND INSTALLATION:
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 AND 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
INTERFERENCES.
2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER,
ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS.
3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO INDICATED
ON THE PLANS WITH THE OWNERS APPROVAL.
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED
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.
5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR/INSTALLER.
6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR
SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER
QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED
OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR.
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SCOPE OF WORK:
s
SELECTIVE REPAIRS TO AN EXISTING RETAINING WALL TO INCLUDE:
1. CMU COLUMN REMOVE DAMAGED CONCRETE AND REPLACE PER PERMIT PLANS AND SPECIFICATIONS
2. CMU VERTICAL WALL INJECT ALL CRACKS PER PERMIT PLANS AND SPECIFICATIONS
3. CMU VERTICAL WALL DAMAGED CONCRETE AND REPLACE PER PERMIT PLANS AND SPECIFICATIONS
4. REMOVE AND RE —INSTALL ANY ELECTRICAL AND/OR PLUMBING NECESSARY TO PERFORM THE REPAIRS
5. 'INSTALL TRENCH DRAIN PER PLANS
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STRUCTURAL CONSTRUCTION PLANS
SHEET
S-1
S-1,1
S-2
S-3
DESCRIPTION
COVER SHEET, LOCATION MAP, AND GENERAL NOTES
GENERAL REPAIR NOTES
PROPOSED RESTORATIONS PLAN VIEW
PICTURES OF DAMAGE TYPE
REG HALL SPA/POOL EAST
RETAINING WALL
RESTORATIONS
NETTLES ISLAND
9801 S. OCEAN DRIVE
JENSEN BEACH, FL 34957
f�INEE
CIVIL • STRUCTURAL
CSM ENGINEERING, LLC
20B 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 B NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT
WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C.
CSM ENGINEERING, LLC COPYRIGHT C2020
PERMIT SET:
7�20-2020
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
3
4
5
DESIGNED BY: CHARLES DARDEN DRAWN BY: JASON THOMASELLI
CHECKED BY: CHARLES DARDEN
SCALE: AS SOWN PROJECT J:
\\``\1\i1lJllp1jA'` m
Q�°. V`cENsfi Fey s�
No.769T0 -
�F STATE OF
ORID
J/p/fl(18
CHARLES�A DARDEN JR DATE 1
FLORIDA REGISTERED PROFESSIONAL ENGINEER NO 76000
SHEET NAME:
COVER SHEET, NOTES, & MAPS
SHEET:
S-1
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE & EXISTING FBC 2017; 6TH EDITION AND ASCE 7-10.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE
CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED
IMMEDIATELY TO THE ENGINEER.
3. DESIGN LOADS:
ALL LOADS ARE EXISTING TO REMAIN; NO NEW LOADING ONLY REPAIRS.
4. CONCRETE: ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE
WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",
AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS". ALL CONCRETE REPAIR WORK SHALL BE IN ACCORDANCE WITH
ACI "CONCRETE REPAIR MANUAL LATEST EDITION.
ACI 311, "RECOMMENDED PRACTICEFOR CONCRETE 'INSPECTION".
ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK".
ACI 304R, "GUIDE FOR MEASURING, MIXING, AND PLACING CONCRETE".
ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGTHS:
IXING AND CONVEYANCE
I READY -MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304
AND DELIVERED IN ACCORDANCE WITH ASTM C94.
SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE
WITH ACI` 301.
3. CONCRETE 'SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL
DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF
MATERIAL.
CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF
CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF
INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS
OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS.
5. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO
INGREDIENTS, PRODUCTION METHODS, HANDLING, 'PLACING, PROTECTION
AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR
WATER` EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR
SERVICEABILITY OF THE MEMBER STRUCTURE.
POURED -IN -PLACE STRUCTURAL CONCRETE: 5000 PSI
EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRAINED AIR.
CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED
WITH SPALLING, DETERIORATION, AND UNACCEPTABLE CONCRETE.
4a.
THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS
2.
REMOVE ALL UNSOUND CONCRETE IN THE AREA OF THE DETERIORATION.
REMOVAL SHALL BE PERFORMED WITH SMALL POINTED TOOLS RATHER
COMPRESSIVE STRENGTH : 5000 PSI MIN.
THAN WIDE CHISEL EDGES TO PREVENT MICRO CRACKING AND CONTINUED
SLUMP: 5 TO 7 INCHES
SPALLING OF CONCRETE WHICH IS TO REMAIN.
AIR CONTENT: 4% TO 6% OPTIONAL
WATER/CEMENT RATIO: 0.40
THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE
PUMPABLE PEA -ROCK MIX
LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING
MAX. COARSE AGGREGATE : 3/8" TO 3/4°
DETERIORATION A MINIMUM OF 2" INTO SOUND CONCRETE.
CORROSION INHIBITOR: 2.5 GALLONS PER CUBIC YARD
�I
PROVIDE A Y" MINIMUM DEPTH SAW -CUT, PERPENDICULAR OR SLIGHTLY
UNDERCUT TO THE CONCRETE SURFACE AT THE LIMITS OF THE REPAIR TO
5.
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.
PREVENT FEATHERING OF THE PATCH MATERIAL. DO NOT CUT ANY
FOR &
REINFORCING, EXCEPT AS ACCEPTED BY THE ENGINEER.
TENSION SPLICES: 48 x BAR 0 #3, #4, #5
5.
REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY
6.
ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL
SAND 'BLASTING OR WIRE WHEELING
TO MASONRY/CONCRETE, MUST BE STAINLESS STEEL` BOLTS.
7.
THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED WITH AN
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
ANY CHANGES TO THE DOCUMENTS MUST HAVE THE WRITTEN CONSENT OF
PREVENT PROPER BONDING OF THE REPAIR MATERIALS.
CSM ENGINEERING, LLC. ALL ORIGINAL DRAWINGS, TRACINGS, AND
SPECIFICATIONS MUST BE RETAINED IN THE OFFICES OF CSM
7.
THE PREPARED CONCRETE SURFACE SHALL BE SATURATED SURFACE DRY
ENGINEERING, LLC AND ARE THE SOLE PROPERTY OF CSM ENGINEERING,
iI
(SSD), BUT FREE OF STANDING WATER. APPLY A BOND COAT OF SLURRY,
LLC.
PREPARED WITH THE REPAIR CONCRETE, WITH A STIFF BRISTLE BRUSH
COVERING ALL EXPOSED STEEL AND ALL CONCRETE SURFACE AREAS.
8.
CSM ENGINEERING, LLC. SHALL BE AFFORDED THE OPPORTUNITY TO
PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING THE CONCRETE
8.
WHILE SCRUB COAT 1S STILL WET, PLACE REPAIR CONCRETE MIX DESIGN
RESTORATIONS AND REPAIR WORK OF THE STRUCTURAL RETAINING WALL.
IN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR.
IN THE EVENT THAT CSM ENGINEERING, LLC. IS NOT RETAINED IN THIS
CAPACITY, CSM ENGINEERING, LLC. CAN ASSUME NO RESPONSIBILITY FOR
9.
I PERFORM REPAIRS IN ACCORDANCE WITH ICRI GUIDELINE 03730, GUIDE
THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS PROVIDED IN THESE
FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED
DOCUMENTS.
CONCRETE RESULTING FROM REINFORCING STEEL CORROSION.
9. ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR' TO ALL
OBSERVATIONS.
TYPICAL CONCRETE REPAIR
1. CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER.
2. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE- REMOVAL,''; EXTRA CAUTION SHALL BE
EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE.
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,
ARMATEK" 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 BARE STEEL. THEN A THIN COAT OF PENETRATING
EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER
SAND BLASTING.
6. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND IN THE STATE OF "SSD" (SURFACE
SATURATED DRY) PRIOR TO COMMENCEMENT OF PATCHING
CURING OF CONCRETE:
11 . ALL REPAIR AREAS SHALL RECEIVE AN APPLICATION OF BURKE "AQUA
RESIN" MEMBRANE CURING COMPOUND AFTER FINISHING IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS OR APPROVED EQUAL.
2. ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO
APPLICATION 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.
REINFORCING R(PLACEMENT:
1. ALL REINFORCING WITH DETERIORATION OF MORE THAN 15% OF THE
ORIGINAL BAR DIAMETER, AS DETERMINED BY THE ENGINEER, SHALL BE
REPLACED. '.
2. TO PERMIT LAPPING OF THE NEW REINFORCING STEEL, THE CONCRETE,
SHALL BE REMOVED ALONG THE LENGTH OF THE REINFORCING, A
MINIMUM OF 12" BEYOND THE DETERIORATION INTO SOUND CONCRETE'
TO PERMIT SPLICING OF THE REINFORCEMENT.
3. AFTER THE ',REINFORCING HAS BEEN PREPARED, LAP THE NEW
REINFORCING BESIDE THE ENTIRE LENGTH OF THE EXPOSED
REINFORCING, SECURE IN PLACE WITH WIRE TIES.
4. FOLLOW ALL OTHER PROCEDURES FOR THE CONCRETE REPAIR AS
INDICATED.
5. WHERE THE'REMOVAL OF CONCRETE TO ACHIEVE THE REQUIRED LAP
LENGTH IS NOT PRACTICAL AS DETERMINED BY THE ENGINEER, BAR
DEVELOPMENT CAN BE ACHIEVED BY EMBEDDING THE REINFORCING
INTO SOUNDCONCRETE A MINIMUM OF 9" WITH SIKADUR 35, HMLV, A
HIGH STRENGTH EPDXY GROUT.
6. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM AND
BE GALVANIZED OR EPDXY COATED.
TYPICAL SPALLED CONCRETE REPAIR
1, THE CONTRACTOR SHALL LOCATE ALL SPALLS BY S❑UNDING THE
CONCRETE SURFACES, USING A HAMMER, UPON L❑CATI❑N OF THE LOOSE
CONCRETE A DISTINCT HOLLOW SOUND WILL BE HEARD; THESE AREAS
SHALL BE MARKED WITH CHALK OR PAINT BY THE ENGINEER.
2. DELAMINATED, SPALLED, AND UNSOUND CONCRETE AREAS SHALL HAVE
THEIR MARKED B❑UNDARIES SAW -CUT TO A MINIMUM OF DEPTH OF 1"
INT❑ THE CONCRETE SURFACE. ALL EDGES SHALL BE STRAIGHT AND
PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS
P❑SSIBLE,
3 CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER,
4, WHERE REINF❑RCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA
CAUTION SHALL BE EXERCISED TO AV❑ID DAMAGING DURING REMOVAL
OF ADDITI❑NAL UNSOUND CONCRETE,
5. IF RUST IS PRESENT ON REINF❑RCEMENT, ADDITI❑NAL CONCRETE
SHALL BE REMOVED UNTIL CLEAN, SOUND REINF❑RCEMENT AND
CONCRETE IS FOUND AND COVERED WITH "SIKADUR 110, ARMATEKN,
6, UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRI❑R TO STARTING
REPAIR, A REVIEW BY THE ENGINEER BF RECORD SHALL BE
C❑NDUCTE�D,
7, ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED OR
WIRE WHEELED
CLEAN 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 OR WIRE WHEELING,
8, THE CUT', AREA OF THE CONCRETE SHALL BE CLEAN AND DRY PRI❑R
TO COMMENCEMENT OF PATCHING.
9. REPAIR FOR SPALLS LESS THAN 1 1/2" IN DEPTH:
A) THEI,CONCRETE SURFACE AREA SHALL BE COATED WITH B❑NDING
OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY.
B) THE SPALLED AREA SHALL THEN BE FILLED WITH "SIKAT❑P 123"
AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE.
10, REPAIR FOR SPALLS GREATER THAN 1 1/2" IN DEPTH:
A) THE ,FINISH CONCRETE SURFACE AREA SHALL BE SCRATCH COATED
W/ '� SIKAT❑P 123
B) APPLY ANOTHER LAYER OF EPDXY GROUT DIRECTLY OVER THE
NEW' SURFACE AND FLUSH W/ EXIST. SURFACE,
REVIEWED FOR
;ODE COMPLIANCE
ST. LUCIE/+COUNTY
ROCC
REC HALL SPA/POOL EmAST
RETAINING WALL
RESTORATIONS
NETTLES ISLAND
9801 S. OCEAN DRIVE
JENSEN BEACH, FL 34957'
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aI
F
ENG I1NEER'IN ,
CIVIL • $11R;UCIURAI
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CSM ENGINE
RING, LLC (
208 SW OCEAN
BOULEVARD G
STUART, FLORHCA
34994
o: 772-220-460,)
w: www.CSM-E.net
CER11RCATE OF AUTHORIZATION:
29057
THE ENGINEER HEREBYD(PRESSLY 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 EMPRESS 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.
CSM ENGINEERING, LLC COPYRIGHT 02020
R
R
I
8
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 24M36' PLOTS
1
z
3
4
s
DESIGNED BY: CHARLES
DARDEN
DRAWN BY: JASON THOMASELLI
CHECKED BY: CHARLES
DARDEN
s
SCALE: AS SHOWN
PROJECT:
\1111f111f/YJ
\ 1
,�` �g A DA60'�.,��
y\GENSF ✓y i pp I
NO. 76910
I
STATE OF
niA�
1111111t _
CHARLES A DARDEN JR DATE
FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910
SHEET NAME:
GENERAL REPAIR NOTES
SHEET #:
S-1.1
EXISTING CONCRETE HOLLOW CORE
AN K
SCRATCH COATED
FILL WITH "SIKA TOP 123 PLUS`' OR
STO PATCH REPAIR MORTAR CR211
EXISTING REBAR/TENDON (TYP.)
REPAIR IN ACCORDANCE WITH I.C.R.I.
GUIDELINE No. 03730 OVERHEAD
SPALLED CONCRETE REPAIR
GALVASHIELD XP COLUMN REPAIR INSTALLATION
SCALE: NTS
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.
INJECT CRACK WITH "SIKADUR 35
HI —MOD LV LPL" AS SPECIFIED
DRILL J" DIA. HOLES AND INSTALL
PORTS AT 8"O.C. ALONG ENTIRE
LENGTH OF CRACK
SEAL CRACKS AND SECURE PORTS
WITH "SIKA HI —MOD GEL"
VERTICAL CONIC CRACK REPAIR
POUR NEAT MATERIAL (SIKADUR 32 HI -MOD OR APPROVED EQUAL) INTO PRE
VEE-NOTCHED CRACK UNTIL CRACK IS COMPLETELY FILLED.
/ SEAL UNDERSIDE OF SLAB PRIOR TO FILLING IF CRACK REFLECTS THROUGH
APPLY CAULK DAM ALONG
LENGTH OF CRACK
HORIZONTAL GRAVITY CONIC CRACK REPAIR
r
t
EXISTING CMU
NEW NP-1 CAULKING EACH RETAINING WALL TO
SIDE OF NEW DRAIN REMAIN
EXISTING PAVERS TO NEW CONT.
REMAIN TRENCH DRAIN
Id
lo
XA
............. ....
AIL
CONNECT NEW TRENCH
DRAIN TO EXISTING PIPE'
SYSTEM
-CONTRACTOR NOTES:
1. ELECTRICAL & PLUMBING MUST REMAIN
OPERATIONAL DURING WORK. DETACH CONDUITS
OR PIPING FROM THE WORK AREA AND SUPPORT
IN PLACE. CONSTRUCTION MUST BE COMPLETED BY
A LICENSED ELECTRICIAN.
2. POOL PUMPS AND HEATERS MUST REMAIN OPERATIONAL
DURING CONSTRUCTION.
3. CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO
SHORE AND PROTECT THE ELECTRICAL, PLUMBING, AND
,POOL PUMP/FILTRATION SYSTEMS. SUBMIT PLAN PRIOR TO
COMMENCING WORK.
EXISTING POOL DECK WITH TWO SPAS
TO REMAIN
SOW. SLOPES
SOIL SLOPES UP NERE
TOP OF DECK 12.42'
EXISTING HOT SPA UNIT
TO REMAIN
INSTALL NEW TRENCH DRAIN
PER S-2 & S-3
EXISTING HOT SPA UNIT
TO REMAIN
EXISTING SOD AREA
TO REMAIN
L'
TOP OF GRADE 6.00'
EXISTING EQUIPMENT ALCOVE BLOW
REMOVE ELECTRICAL AND PLUM ING AS
NECESSARY TO FACILITATE THE EPAIRS
EXISTING SOD AREA
TO REMAIN
EXISTING CMU RETAININ({ WALL TO REMAIN
AND BE REPAIRED PER LANS
l �— POOL EQUIPMENT LOCATION
EXISTING CARPORT ROOF COVERING
SUPPORTED BY POST
I
EXISTING EQUIPMENT ALCOVE BLOW
REMOVE ELECTRICAL AND PLUM ING AS
NECESSARY TO FACILITATE THE REPAIRS
i
F/S-3
TOP OF GRADE 6.00'
\ REPAIR CMU W/Su
S AND
CRACKS PER P
DSED PLAN VIEW OF REPAIR WORK
SCALE: 1/4" = 1'—O"
POOL PIPING UNES IN
RETAINING WALL
T CMU RINING WALL TO REMAIN
REPAIR PER PLANS
DUSTING SOD AREA
M REMAIN
REC HALL SPA/POOL EAST
RETAINING WALL
RESTORATIONS
NETTLES ISLAND
9801 S. OCEAN'' DRIVE
JENS
\ENBEACH, FL 34957
u f
E N G I N E E R I N G
CIVIL STRUCTURAi. MARINE.
CSM ENGINE�ERINGj LLC
208 SW OCEAN BOULEVARD N
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 w
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.
CSM ENGINEERING, LLC COPYRIGHT �02020
ii
Ii I H
y
u
s
VIEWED FOR
COD COMPLI4NCE
ST. LUCIE C06NWY
BOCC I
NOTES & COMMENTS
ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.I THE
CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS.
ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS
1
2
3
4
5
DESIGNED BY: CHARLES DARDEN
DRAWN BY: JASON THOMASELLI
(CHECKED BY: CHARLES DARDEN
SCALE AS SHOWN
PROJECT III:
Iltttlfill/e 6 8
v\cews�r F�
No. 76910 =_
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4tja
STATE OF
JI I\\\
—_...
CHARLES A DARbEN
JR DATE
FLORIDA REGISTERED P
OFESSIONAL ENGINEER Id6: ?8Si0
SHEEP NAME
RETAINING WALL REPAIR PLAN
cl
W/ DETA!
S-2
EQUIPMENT ALCOVE - A
SCOPE OF WORK: COLUMN AND OVERHEAD. REPAIR
SELECTIVE REPAIRS TO AN EXISTING RETAINING WALL TO INCLUDE:
1. REMOVE EXISTING PLYWOOD FORM WORK THAT WAS LEFT IN -PLACE
2. ENGINEER TO INSPECT CONCRETE FOR DAMAGE
3. SHORE AS REQUIRED BY ENGINEER
4. REPAIR SLAB AS OVERHEAD REPAIR PER PERMIT PLANS AND SPECIFICATIONS
5. REMOVE AND RE -INSTALL ANY ELECTRICAL AND/OR PLUMBING NECESSARY TO PERFORM THE REPAIRS
Z XTERIOR FACE OF RETAINING WALL
SCOPE OF WORK: COLUMN AND OVERHEAD REPAIR
SELECTIVE REPAIRS TO AN EXISTING RETAINING WALL TO INCLUDE:
1. CMU VERTICAL WALL INJECT ALL CRACKS PER PERMIT PLANS AND SPECIFICATIONS
2. CMU VERTICAL WALL DAMAGED CONCRETE AND REPLACE PER PERMIT PLANS AND SPECIFICATIONS
3. REMOVE AND RE -INSTALL ANY ELECTRICAL AND/OR PLUMBING NECESSARY TO PERFORM THE REPAIRS
EQUIPMENT ALCOVE CORNER CMU COLUMN - E
SCOPE OF WORK: COLUMN AND OVERHEAD REPAIR
SELECTIVE REPAIRS TO AN EXISTING RETAINING WALL TO INCLUDE:
1. CMU VERTICAL WALL INJECT ALL CRACKS PER PERMIT PLANS AND SPECIFICATIONS
2. CMU VERTICAL CORNER REMOVE DAMAGED CONCRETE AND REPLACE PER PERMIT PLANS AND SPECIFICATIONS
3. REMOVE AND RE -INSTALL ANY ELECTRICAL AND/OR PLUMBING NECESSARY TO PERFORM THE REPAIRS
4. SHORE AS REQUIRED BY ENGINEER
SCOPE OF WORK:
SELECTIVE REPAIRS TO At
1.
REMOVE EXISTING
2.
ENGINEER TO INSP
3.
SHORE AS REQUIRI
4.
REPAIR SLAB AS C
5.
REMOVE AND RE-1
EQUIPMENT ALCOVE - B
COLUMN AND OVERHEAD 'REPAIR
XISTING RETAINING WALL TO INCLUDE:
WOOD FORM WORK THAT WAS LEFT IN -PLACE
CONCRETE FOR DAMAGE
BY:; ENGINEER
KAD REPAIR PER PERMIT PLANS AND SPECIFICATIONS
ALL ANY ELECTRICAL AND/OR PLUMBING NECESSARY TO PERFORM THE REPAIRS
EQUIPMENT ALCOVE OPENING LEDGER - D down(
SCOPE OF WORK: COLUMN. AND OVERHEAD REPAIR - for poi
Zurn 1
SELECTIVE REPAIRS TO AN EXISTING RETAINING WALL TO INCLUDE: 41ndir
1. CMU VERTICAL WALL INJECT ALL CRACKS PER -PERMIT PLANS AND SPECIFICATIONS Grade
decal-
2. CMU VERTICAL WALL DAMAGED CONCRETE AND REPLACE PER PERMIT PLANS AND SPECIFICATIONS
3. REMOVE AND RE -INSTALL ANY ELECTRICAL AND/OR PLUMBING NECESSARY TO PERFORM THE REPAIRS and 1-
sq. mn
4. SHORE AS REQUIRED BY ENGINEER enwrifi
EQUIPMEN
MU COLUMN - F
SCOPE OF WORK:
SELECTIVE REPAIRS TO AN EXISTING RETAINING WALL TO INCLUDE;
1. CMU VERTICAL WALL INJECT ALL CRACKS PER PERMIT PLANS AND SPECIFICATIONS
2. CMU VERTICAL CORNER REMOVE DAMAGED CONCRETE AND REPLACE PER PERMIT PLANS AND SPECIFICATIONS
3. REMOVE AND REINSTALL ANY ELECTRICAL AND/OR PLUMBING NECESSARY TO PERFORM THE REPAIRS
4. SHORE AS REQUI10 BY ENGINEER
' 1,
RA
-1
SPEGIFICA110N SHEET
r
12[305] WIDE THROAT TRENCH DRAIN SYSTEM TAG
Dimensional Data (inches and:[ mm 1) are Subject to Manufacturing Tolerances and Change Without (Notice
SPECIFYINGCOENGINEER £' fEEPIT AND
P017 CONCRETE EPJ0.,4SEMfF[tT tUdf)
RE1NFQRCING BASED UPON
APPLICATION AND LOCAL CCCES
z' _5O5J
17 [40321 v [102I MIN,
12 [3ti5] a Mu e
THILhN -
to
be
tau 1��1"'I + Aewaf111gh UensLiV PalyethVlsne ctie�iirelle���glhi§&;5�2L�B"9jiq allrsVifioY q�reriap,
with f-ahii4fachsdttia fsog`th iS Bd4F2 f$]wiih the ekcep¢on of P N 120*a-,U 12`Jj of)
fvaal and have a 1211[365mml
water absorbent High Density
connection between channel
per ASTM standard AWS DIA. Frames shall be produced in the USA;
PREFIX
Z 8O [2032] High 0enslty Polyethylene Channel, Heavy -Duty Frame with
Anchor Studs*
SUFFIX OPTIONS (Check/specify appropriate options):
da Gers
F Closed End Cap -U44 4 (102] No -Hub Bottom Outlet
T ,1Hub E4 4 [10211 End Outlet _ -U6 6 [1521 No -Hub Bottom Outet
'E6 611621 No -Hub End Outlet -U8 8 [203] No -Hub Bottom Outlet
_ -E8 812031 No,HUb End Outlet _-U12 12[3051 No- Hub Outlet
_E10 10 [2641 No -Hub Outlet
_ -BDF Blade Aci
-DCC Ductile In
-DCF Ductile In
_ -DGC Ductile In
-DGF Ductile In
vw GDC Gs ize
_-GDF G,alvaI
401 FLberglas
-GHPD GdvanW
_-HPD Heel -Pro(
-SBG Stainless
DGC-USA Ductile Iron
DGF-USA: Ductile Iron
-DADA-USA Galvanized
o5c-USA Galvanized
-GDF-USA, Galvanized
g1tudhial Ductile Iron Grate - Class G
ictile Iron Grate.- Class C:
Class C
G
ate - Class C
ate-Clas's F
)A Slotted Grate - Class C
sited Grate - Class G
Ated Grate - Glass P'
Zurn Industries, LLC I Specification Drainage Operation _
1801 Pittsburgh Avenue, Erie, PA'. U.S.A. I6S62 Ph. 855-663-9876, Fax 914-454-7929
In Canada I Zutn Industries Limited
3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 - Ph. 908-405-8272, Fax 905-405-1292
wwV&zU§ n.ast
THE
Trench
DGC-USA Ductile Iron
DGF-USA: Ductile Iron
-DADA-USA Galvanized
o5c-USA Galvanized
-GDF-USA, Galvanized
g1tudhial Ductile Iron Grate - Class G
ictile Iron Grate.- Class C:
Class C
G
ate - Class C
ate-Clas's F
)A Slotted Grate - Class C
sited Grate - Class G
Ated Grate - Glass P'
Zurn Industries, LLC I Specification Drainage Operation _
1801 Pittsburgh Avenue, Erie, PA'. U.S.A. I6S62 Ph. 855-663-9876, Fax 914-454-7929
In Canada I Zutn Industries Limited
3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 - Ph. 908-405-8272, Fax 905-405-1292
wwV&zU§ n.ast
THE
Trench
'A'
FIoW
Miscellaneous Options
-RC Rebar Clips (Set of 2)
- _VP Vandal -Proof Lockdown
MADE In the U,S.11. Mlscallaneoust)otions
_ -CBF Black Acid Resistant Co ted Frarne
-DB Bottom Dome Strainer
� '=HDS Tye 304 Stainless Steel'Top Frame
Regularly furnished unless otherwise specifi
Rev. T
Gate: 1012612017
G.N. No, 1,39096
Prod, I Dwg, No. Z874-1 2
ECIFICATION
APPROVAL
REC HALL SPA/POOL EAST
RETAINING WALL
RESTORATIONS
NETTLES ISLAND
9801 S. OCEAN DRIVE I
JENSEN BEACH, FL 34957
E N GI N E
CIVIL • STRUCTU
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
a 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, U.C.
THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN
;rISTRUMENT 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.
CSM ENGINEERING, LLC COPYRIGHT o2020 --
t
i
�i
y�
N
f�f i
i
xv�rr
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
DESIGNED BY: CHARLES DARDEN
.DRAWN BY: 'JASON nOnASELci
.CHECKED BY: CHARLES DARDEN
SCALE: AS SHOWN
PROJECT:
7, No.76910
_ I
= -;
�pf'''- STATE OF C(/41
lr r
�*
f�k /sZSZ0NALCLL-A
-
CHARLES A DARDEN JR DATF'a
FLORIDA REGISTERED PROFESSIONAL ENGINEER RU. i Min
MEET NAME: '
PHOTOS OF DAMAGE TYPE
SHEL) il"
S-3