HomeMy WebLinkAboutWEATHER WALL SPECIFICATIONSWEATHER WALL SPECIFICATION
(1) 1/4"00-1/2" MIN. EMBEDMENT
THEN CONCRETE SCREWS 0 32' O.C.
2X4 WOOD STUDS 0 16" ON CENTER
TOE NNLED 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 WOQQ ATTACHF,p TO SLAB
WITH 1 4 Ox1-1/2 MIN. EMBEDMENT
TREN CONCRETE SCREWS 0 32 O.C.
FIN, FLOOR
CONT. CAULK BEAD ALONG
BOTTOM
TYP. STANDARD FLOOR
WEATHER WALL
Sv - Vs.
2%4 1 9 ATTACHED TO SLAB
WITH 1 40x1-1 2 MIN. EMBEDMEI
TITEN CONCRETE SCREWS 0 32" 0.
-TYP. TOP AND BOTTOM
1/2' CD% PLY -WOOD ATTACHED TO
FRAMING W/ #10 WD. SCREWS AT 1
O.C. AT FIELD AND 6' O.C. AT EDGE
OPTIONAL ATTACHMENT FOR 1/2' CC
PLY -WOOD ATTACHED TO FRAMING W
10-d NAILS AT 12" O.C. AT FIELD A
O.C. AT EDGES
6 MIL PLASTIC OVER
COX PLYWOOD TAPE ALL SE
2x4 TOP LEDGER
GENERAL NOTES:
1. ALL 2X4 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. 24' 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.
S. 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.
C.
2'
S
X
ND 6'
4MS
WALL STUD PER PLAN
2x4 BOT. LEDGER- CONT. CAULK BEAD ALONG -/' DBL STUD
BOTTOM AT EACH END
STANDARD WALL ELEVATION
CONNECT VERTICAL 2x6
ATTACH 2x4 TOP LEDGER INCREASE SCREW/NAIL PATTERN TO TO EACH STUD WITH (3)
TO CONCRETE WITH SIMPSON FOR PLYWOOD ATTACHMD.C.
I T EDGES #IOx3° WD. SCREWS
1/4'Ox1-1/2" MIN, EMBEDMENT
TITEN CONCRETE SCREWS ® 32" O C MAX
2x4 WOOD STUDS ® 16" O.C. }A4DD HORIZONTAL 2x6 ATTACH TO SIL4x4x4xl6
ATTAWITHCHED TO (2) 16d OEHNAI NAILS �4V�1Ox1T4WD SCREWS ANGLE
DLEG
UNFINISHED INTERIOR WALL
CONNECT DIAGONAL BRACE
TO 2x6 WITH
GA. ANGLE AND
°WD. SCREWS INTO EACH LEC
6 MIL. PIASTC WRAP OVER 1/2°CDX PLYWOOD. TAPE ALL SEAM JOINTS ADD ADDITIONAL CONNECTORAT
2x4 DIACONAL BRACE
4' O.C. —TYP.
IN 6 MIL. PLASTIC WRAP TOP & BOT TO EACH SOD4 4 4x16"GA ANGLE ANDCONNECT
4}TF10x1 WD SCREWS EACH LEG2X4 WOOD ATTACHED TQ SLAB WITH
SIMPSON 1 4 0x1-1/2 MIN. EMBEDMENT
TITEN CONCRETE SCREWS 0 32" O.C. MAX.
DIAGONAL BRACE
TO LEDGER WITH
L4x4x4x16 GA. ANGLE AND
(6) J10x1° WD. SCREWS INTO EACH LEG
FIN, FLOOR
CONT. CAULK BEAD ALONG CONT. CAULK BEAD ALONG
TYP. STANDARD BOTTOM BOTTOM, TOP, AND SIDES
WEATHER WALL 3'-0° MIN.
scut N.rs
HURRICANE PREP. FOR 2X6 WOOD ({pGER
STANDARD WEATHER WALL TIIMEN CONCRETE 1S(
S ExTs
2X4 WOOQ ATTACHIp TO SLAB 20 TOP LEDGER
WITH 1 40x1-1/2 MIN. EMBEDMENT
TITEN ONCREFE SCREWS ® 32" O.C. MAX
—TYP. TOP AND BOTTOM
1/2" CDX PLY —WOOD ALTA
FRAMING STUDS AND LEDG
WD. SCREWS AT 12" O.C.
6° O.C. AT EDGES
OPTIONAL ATTACHMENT FOR
PLY —WOOD ATTACHED TO F
10—d NAILS AT 12" O.C. A
O.C. AT EDGES
6 MIL PLASTIC OVI
CDX PLYWOOD TAF
:HED TO
RS W/ #10
WALL STUD PER PLAN
S FIELD AND
1/2° CDX
a
LAMING W/
ao
FIELD AND 6"
SUPPLY
AROUND P
PROTECTIO
R
ALL SEAMS
20 BOT. LEDGER) CONT. CAULK BEAD ALONG J DBL STUD
BOTTOM AT EACH END —TYP.
STANDARD WEATHERWALL ELEVATION
PET PADDING
NMETER FOR
TO SLAB WITH
EMBEDMENT
6" O.C. MAX.
u�A
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KTU4 FRLO SSLNITIODS WO LOCATIM MY VQY. S D
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I - AM13UNT OF DAMAGE
CRACKS
= LINEAR FEET
OVERHEAD SPALL
= SQUARE FEET
DECK SPALL
= SQUARE FEET
EDGE SPALL
= SQUARE FEET
COLUMN SPALL
= CUBIC FEET
BEAM SPALL
= CUBIC FEET
WALL SPALL
= CUBIC FEET
2 . LOCATION OF DAMAGE
B BEIN
C = COLUMN
D = DECK
E = EDGE
0 = OVERHEAD DECK
PH = PIN HOLE RUST STAIN
3 . TYPE OF DAMAGE
C = CRACK
S = SPALL
4 • HEIGHT OF DAMAGE (COLUMN AND WALL ONL
M = MIDDLE
B = BOTTOM
EXAMPLE:
5-C�T— = 5 CUBIC FEET - COLUMN - SPALL - MIDDLE
10-0-C = 10 LINEAR FEET - OVERHEAD DECK - CRACK
8-W-S-M = 8 CUBIC FEET - WALL - SPALL - MIDDLE
DECK SPALL =
OVERHEAD SPALL =
CRACK = . .. . . .. -
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AWL
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COLUMN SPALL = 00
COLUMN CRACK = 00
DECK SPALL = 00
DECK CRACK = 00
OVERHEAD SPALL = 00
OVERHEAD CRACK = 00
WALL SPALL = DO
WALL CRACK = 00
I
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1
SW ENTRY
COLUMN SPALL
= 00
COLUMN CRACK
= 00
DECK SPALL
= 00
DECK CRACK
= 00
OVERHEAD SPALL
= 32
OVERHEAD CRACK
= 00
WALL SPALL
= 00
EDGE SPALL
= 12
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L.--------
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COLUMN SPALL = 00
COLUMN CRACK = 00
DECK SPALL = 00
!
- .. _. •..._ _..' DECK CRACK = 00
OVERHEAD SPALL = 78
OVERHEAD CRACK = 00
! !
!
WALL SPALL = 00
- WALL CRACK = 00
EDGE SPALL = 03
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.. �. OVERHEAD CRACK
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COLUMN CRACK
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DECK SPALL
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DECK CRACK
= 00
OVERHEAD SPALL
= 14
OVERHEAD CRACK
= 00
WALL SPALL
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WALL CRACK
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WALL CRACK = 08
EDGE SPALL = 04
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sR*R
209
STRLICLJRAL INSPECTION
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2 1 0
-
COLUMN SPALL
COLUMN CRACK
= 00
= 00
DECK SPALL
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1
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OVERHEAD CRACK
= 00
= 00
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EDGE
= 00
= 01
I
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I
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CIVIL STRUCTURAL MARINE
OEM ENGINEERING, LLC
208I 9E OCEAN 9GUL[vpgG • SwT[ IA
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dRa.R0. 0M'®, mfA a lam W IM N0 RAY 11 M
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sq+k
210
a��._..-- ______.___.__..__..___.—_._—_
4 C-S T J j
D-C /.
D-C / /
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2-C-S-B
COLUMN SPALL = 09
COLUMN CRACK = 00
BECK SPALL = 53
DECK CRACK = 22
! ' OVERHEAD SPALL = 28
..! OVERHEAD CRACK = 00 -
0-C i WALL SPALL = 00
EDGE SPALL = 24
D-C
2-C-S-T
1-C-S B�
STRUCURAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOO.COM
c:sm
ENGINEERING
CIVIL STRUCTURAL MARINE
C9M ENDINEERIND, LLC
20B 1 9E OCEAN BOULEVARD • SUITE IA
STUART, FLORIDA 34996
a: m-no-/E01
r. r.cC31-EnA
IFIRFE.QE ff blli11Qd7A1Nit Albl
M aRE®I IOFBI D3m.59Y IE9M1fl IB/ld OIfYI Vl ONmiP
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mio
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am/
211
307 TILE DEIAMINATION
BAD RAIL CONNECTOR
212
STRIICLJRAL INSPECTIO
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800OYAHOO.COM
C s m
ENGINEERING
CIVIL • 5TRUCTURAI MARINE
GSM ENGINEERING, LLC
2081 BE OCEAN BOULEVMID • SUITE IA
STUART, FLURIDA 34996
o: 772-220-W
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COLUMN SPALL
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30% TILE DOMINATION
BAD .RAIL CONNECTOR
Is '.—a acn 1R P. ti—_1
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DATE
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212
Rn6Y
STRLICURAL INSPECTION
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HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
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COLUMN SPALL
= 00
COLUMN CRACK
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mwclmanso®Elw "E msnwolwxL Rnlenla
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= 00
YL mua 1llam Rimlovtlr nvn
DECK CRACK
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2
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213
STRLJ CLJRAL INSPECTION
HULCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9060 IBC9800®YAHOD.COM
csm
ENGINEERING
CIVIL STRUCTURAL MARINE
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2081 SE OCEAN BDIILEVAHD- 9WTE IA
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-��-------_- COLUMN SPALL = 00
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i
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j
STRLICLJRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC98D00YAHOO.COM
C s :m
ENGINEERING
CIVIL • STRUCTURAL .MARINE
GEM ENGINEERING, LLC
20B1 9E OCEAN BOULEVARD • SUITE IA
S,TUART9 FLDRIDA 34996
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141
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215
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CIVIL STRUCTURAL MARINE
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216
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= 00
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24-C-S-M // E// , - DECK CRACK =100
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I WALL HEAD RACK 00
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j
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C-C-M
(2) C-C-B
0
o
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COLUMN CRACK
DECK SPALL
= 09
= 00
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= 00
OVERHEAD SPALL
= 12
OVERHEAD CRACK = 04
C-C-B i
1-C-S-B
WALL SPALL
EDGE SPALL
= 00
= 16
STRLICIJRAL INSPECTION
HUfCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BFACH,'FLORIDA 34967
772-229-9050 IBC98000YAHOO.COM
C5M
ENGINEERING
!CIVIL STRUCTURAL MARINE
C9M ENGINEERING, lLC
2001 9E OCEAN 9OLILEVARD' SUITE 1A
STUART, FLORIDA 34996
9: nz-nR-4sol
.:....csr-ERA
tmlkvrzEFumr?mArax acsr
Mwn
STRUCIJRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34967
772-229-9050 IBC98000YAHOO.COM
csm
ENGLNEERING
CIVIL .STRUCTURAL MARINE
OEM ENGINEERING, LLC
208 1 9E OCEAN BDIILEVMD • SUITS1TE IA
STNARTi FLORIDA 34996
a: 772-210-/fi0I
r. vn.CAd-EGA
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vE GMEm wvrc GwTsr Rwaw 16�o motll
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I
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_ COLUMN SPALL = 04
COLUMN CRACK = 00
i - DECK SPALL = 04
DECK CRACK = 00
OVERHEAD SPALL = 36
�/ I OVERHEAD CRACK - 00
EDGE SPALL = 40
0
I o
0
I �
I
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C-C-M
2-C-S-M� ! 1DATE
UNO. lbVilJ
m
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STRUCURAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOO.COM
csm
ENGINEER'fNG
CIVIL SiRUCi URAL. MARINE
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UNIT
Ymk
311
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I
I
5
I s
I O
31 1
COLUMN SPALL = 09
COLUMN CRACK = 00
DECK SPALL = 06
DECK CRACK = 00
OVERHEAD SPALL = 60
OVERHEAD CRACK = 00
WALL SPALL = 00 31
EDGE SPALL = 40
I
I I
. .... ! 10% TILE DELAMINATION
I
I i
C—C—T
9—C—S—T
STR LICLIRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOO.COM
csm
ENGINEERING
CIVIL.• STRUCiU RAL MARINE
C9M ENDINEEftIND, LLC
2CB 19E OCEAN 9DOLEVARD SUITE lA
STOMT, fLOFIDA 34996
o: 772-120-4601
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312
COLUMN SPALL = 10
- COLUMN CRACK = 00
DECK CRACK = 00
OVERHIEAD SPALL = 44
OVERHEAD CRACK = 00
WALL SPALL = 00
.. EDGE SPALL = 36
5
n
40% TILE DELAMINATION
C_C_T
1 -C-S-M
/
......
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HUTCHINSON ISLAND BEACH -CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 I9C9800®YAHOO.COM
csm
I.I..,KU UKAL • MAKINC
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COLUMN SPALL = 15 xL mxxxx xPL sxam xnc wnnvarmxclm ce
COLUMN CRACK = 00 amunmeavamEPP n[momwivan sums
(2) C-S-T .. DECK SPALL = 83 xL rxu xrnm wRw m utP• Wars
(2) C-S-B DECK CRACK = 00
j OVERHEAD SPALL = 40 CRACK
i
OVERHEAD CRACK = 00
IN j WALL SPALL = 00
EDGE SPALL = 48
0
0
O.
, o •• STATE OF ; • !(7��
6 C S M v
c7ua P2V7"1\L\\``
DATE
UNIT
=D e 313
STRUCURAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
--- --- ---- -- JENSE BEACH, FLORIDA 34957
C-M C-C-C-T 772-229-9050 IBC9800®YAHOO.COM
C-C-B
2 -S-T c s m
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(CIVIL • STRUCTURAL MARINE
D—C
CSM ENGINEERING, LLC
STUART,9E OCEAN 34DLEVARD SUITE IA
O 9TOA-4WIFLORIDA 34996
o: 772-220-4601
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man @tA16OY1.24N.aROfPl1a BI COFRH511C
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C-G-B 3 1 4COLUMN SPAL b DDmY NEDA9➢RtW0
= 10 mNW®e NNLa NvmxnN Rm eruoNNlom of /%/ I ......COLUMN CRACK = 00 orlv,nae Nmnec lm eL aooNmlarxL NEloNs
- DECK SPALL = 16 NL FA6 NW W NWNI W ernr Noe
DECK CRACK = 00 ,
OVERHEAD SPALL = 40 ,
f i OVERHEAD CRACK = 00 ,
WALL SPALL = 00 - ,
EDGE SPALL = 40 ,
\ /
S er. 'fir
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9All NeRr k
o.
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WE�+k
314
RKREE
STRLICLJRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
., , , , , , , , , ,•,ilia. a.... -I ..............___----_----_----_- -9800 S OCEAN DRIVE
---- - -- JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAH00.COM
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ENGINEERING
CIVIL • STRUCTURAL MARINE
GEM ENGINEERING, LLC
2CBI BE CLEAN BOULEVARDSUITE IA
STUART, FLORIDA 34995
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COLUMN SPALL = 00 m� XXE�M�ouaXE
COLUMN CRACK = 00 M. xuslwmnRMlm utm Rao
DECK SPALL = 31
DECK CRACK = 00 I
OVERHEAD SPALL =100 a
..'• ....::.........! OVERHEAD CRACK = 00 a
WALL SPALL = 00 I
E�EDGESPALL = 48 a
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GGT k
315
75% TILE DEIAMINATION
BAD RAIL CONNECTOR
316
COLUMN SPALL = 32
COLUMN CRACK = 00
32-C-S-M
DECK SPALL
= 21
DECK CRACK
= 00
.. OVERHEAD SPALL
=110
OVERHEAD CRACK
= 00
WALL SPALL
= 00
EDGE SPALL
= 40
95% TILE DEfAMINATION
BAD PAIL CONNECTOR
STRLJCLJRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 ISC98000YAHOO.COM
c:sm
ENGINEERING
CIVIL •.STRUCTURAL MARINES
CSM ENDINEERIND, LLC
208 1 SE OCEAN BOULEVARD SUITE 1 A
STUART, FLORIDA 34996
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316
STRLICLJRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC98000YAHOO.COM
c:Sm
ENGINEERING
CIVIL STRUCTURAL MARINE
C9M ENOINEERINu, LLC
2001 9E OCEAN BOULEVARD - SUITE I
STUART, FLORIDA 34996
r. 772-120-I601
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409
COLUMN SPALL = 00
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DECK SPALL = 00
DECK CRACK = 00
OVERHEAD SPALL = 00
OVERHEAD CRACK = 00
..._ WALL SPALL = 00
WALL CRACK = 00
DID NOT ENTER UNITNO. lbg'IU
C C --M J J/
C-C-B
I
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20% TILE DELAMINATION
c c e 4 1 O
COLUMN COLUMN CRACK = 00
j j 1 DECK SPALL = 22
DECK CRACK = 00
OVERHEAD SPALL = 00
../ OVERHEAD CRACK = 00
WALL CRACK = 0
_jji EDGE SPALL = 07
o
I
20% TILE DEIAMINATION
ND6t
STRLICLIRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC98000YAHOO.COM
rm S m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
GEM ENGINEERING, LLC
20131 SE OCEAN BOULEVARD • SUITE 1A
STUART, FLORIDA 34996
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WarATE OF XTIO9ATi t 2R67
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410
STRUCLMAL. INSPECTION
• . •...,.. , • , , --. . ......... ...._.... HUTCHINSON ISLAND BEACH CLUB
_ 9800 S OCEAN DRIVE
JENSE DA 34957
772-2 9-9050 CH IB 91800®YAHOO.COM
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30% TILE DELAMINAT10M CSM ENSINEERINO, LLC
2081 9E OCEAN BOULEVARD SUITE I
STUART, FLORIDA 34996
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OVERHEAD CRACK = 00 ,
PH WALL SPALL = 00
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EDGE SPALL = 03 °
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50% TILE DEIAMINATION
j%j '
j// - ��Q '• STATE OF
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HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOO.COM
CSM
ENGINEERING
100% TILE DELAMINATION
GSM EN.INEERING, LLC
2081 9E GLEAN B.UIL ARD' SURE IA
STUART, FWRIOA 34996
a 772-220-4WI
Wn.csm-E A
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COLUMN SPALL = 07
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Ri xaB aaan RmvW Lnu•wn
DECK CRACK = 00
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WALL SPALL = 00
141
WALL CRACK = 00
80% TILE DEIAMINATION lm9 I'�
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STATE OF
(•�•
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UNIT
412
Rom:
STRUCURAL INSPECTION
HUTCNINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
BEACH, FLORIDA 34957
772-229-9050 18C9800®YAHOO.COM
cs:m
ENGINEERING
CIVIL STRUCTURAL MARINE
OEM ENRINEERINQ� LLD
2081 9E OCEAN 90OLfVARD SUITE IA
$TLIART� FLORIDA 34996
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COLUMN CRACK = 00
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C
—C
_
j / OVERHEAD CRACK = 00
CK OVERHEAD SPALL = 00
C—C—B / %
WALL CRWALL ACK = 00
I
I.I o
S 90% TILE DELAMINATION
0
K
STRLICLIRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOO.COM
csm
ENGINEERING
CIVIL STRUCTURAL MARINE
GSM ENGINEERING, LLC
2001 9E OCEAN BOULEVARD SUITE lA
STUART, FLORIDA 34996
IX 772-220-/E01
r: rrr.gl{nA
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414
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jj
15-W-C-M
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COLUMN CRACK = 00
j I DECK SPAOVERHEAD
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DECK CRACK = 00
OVERHEAD SPALL = 42
OVERHEAD CRACK - 00
WALL SPALL = 00
WALL CRACK = 15
;EXTENDED INTERIOR SPACE EDGE SPALL = 12
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i
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STRUCURAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOO.COM
c:sm
ENGINEERFNG
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COLUMN CRACK = 00
j DECK SPALL = 27
DECK CRACK = 00
OVERHEAD SPALL = 00
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COLUMN SPALL
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COLUMN CRACK
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DECK SPALL
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DECK CRACK
= 00
OVERHEAD STALL
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OVERHEAD CRACK
= 00
WALL SPALL
= 00
EDGE SPALL
= 00
1*6 4TH FLOOR
CHANICAL ROOM
® DID NOT ENTER UNIT al
STRLICLIRAL INSPECTIONI
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC98D0®YAHOO.COM
smi
OEM ENGINEERING, LLC
2GB 1 BE OCEAN BOULEVARD - SUITE IA
STUART, FLDRmA 34996
772-220-001
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4TH FLOOR ELECTRICAL
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HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOO.COM
c:sm
ENGINEERING
CIVIL . STRUCTURAL • MARINE
OEM ENGINEERING, LLC
2061 BE OCEAN BOULEVARD - SUM I A
STUART, FLORIOA 34996
o: 772-220-4601
UnRiIGOtt: ff 7J10gB7A7R8t 23057
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UNIT
SOUTH ELEVATION
W .Ia
wux aum -m
NORTH ELEVATION
xAw su - m
wmmem .m
u sRL -m
wf wu .m
I4=t.
STRLJCLJRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC98000YMOO.COM
rm s m
ENGINEERING
CIVIL . STRUCTURAL MARINE
GSM ENMN.CRIND, LLC
2081 BE OCEAN BOULEVARD - SUITE IA
STUART, FLORIDA 34995
0: 772-220-/E01
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m
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w Qm me
STR LICLIRAL INSPECTION
HUTCHINSON ISLAND BEACH CLUB
9800 S OCEAN DRIVE
JENSE BEACH, FLORIDA 34957
772-229-9050 IBC9800®YAHOD.COM
rs m
ENGINEERING
CIVIL STRUCTURAL MARINE
C9M ENgINEERIND, LLC
2001 9E OCEAN BOULEVARD ' 91IITE I
STUART, FLORIDA 34996
o: 772-220-/E01
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