HomeMy WebLinkAboutPLANSWEATHER WALL SPECIFICATION
GENERAL NOTES:
TOP (EDGER
]ATTQQTACH�2R4
ALL 2X4 SILL PLATES. AND TO BECONTRACTORNACTUAI
YELLOW PINE, DNNnONS
1 E MIN. 0 32' D.C.1. SSHHOWN PRCI AS A GUID. MELD CAND
2, DIMENSIONSE TO
TITEN CONCRETE SCREWS 0 32 O.
THEN
LOCATION WAY VARY.
20 WOOD STUDS 0 IV ON CENTER 3, INSTALL ALL WEATHER WALLS MIN. 24• FROM THE AREA OF REPAIR.
WEIRTOE LLD 10 EACH LEDGER 4. SUITABLE PROTECTION AGAINST DAME BY WEATHER, CONSTRUCTION DEBRIS AND TRAFFIC
2) IO-d WAITS
SMALL ALSO BE PRCNIDED QNSTALLARON AND REMOVAL) FOR EXPOSED INTERIOR SURFACES,
UNFINISHED INTERIOR WALL SUCH AS TILE TIMIS, ORYWALL• ETC, AS REQUIRED AND IS INCLUDED IN THE UNIT PRICING
C3
6 MIL BASTE WRAP OVER 1/2' FOR WEATHER WALLS.
COX PLYWOOD. TAPE ALL SEAM JOINTS 5. CAME TO INTERIOR SURFACES BY INSTALLATION OF WEATHER WALLS SHALL BE AVOIDED.
IN 6 MIL PLASTIC WRAP SHOULD OEMITIONS FROM STRUCTURAL ATTACHMENTS SHOWN ON PLANS BE REQUIRED, THE
ENGINEER STU L BE NOTIFIED AND SHALL APPROVE SUCH DEVIATIONS.
B. CONTRACTOR SHA L BE SOLELY RESPONSIBLE FOR REPAIRING ALL COINAGES TO UNIT INTERIORS
2X4 A ATTACUFy TO STAB 15 A RESULT OF THE REMOVAL OF EXISTING COMPONENTS (ODORS, WINDOWS, ETC.) AND/OR
WITH 14 OR1-1/2 WIN. EM9EgMENT THE INSTALLATION AND REMOVAL OF WEATHER WALLS
TBEN 14NCJREFE SCREWS 0 32 O.C.
FIN, FLOOR
CENT. CAULK BEAD ALONG
TYP. STANDARD FLOOR
WEATHER WALL
a,. E1S
2X4 WODQ ARAM Q0 TO SLAB
W1TI11 40R1-1 2 MIN. EMBEgMFNT—z
7RFN ONCREIE SCREWS
-TYP. TOP AND BOTTOM
1/Y COX PLY -WOOD AIIA
FRAMING W/ /10 WD. SCR
O.C. AT FIELD AND 6' O.C.
OPTIONAL ATTACHMENT FOR
PLY -WOOD ATTACHED TO F
10-d PALS AT 12' O.C. A
O.C. AT EDGES
6 NIL PLASTIC M
CDX PLYWOOD TAP
2X4 TOP LEDGER-\
0 32 O.C.
HE0 TO
.W AT 12'
WNL STUD PQ2 FLLY
AT EDGES
LAMING W/
v If
e
RELIT AND 6'
E1
R
ALL SEAEIS
2A BUT. LEDGER) OCAULK BEN) ALONG— DEL STUD J
BON.
AT EACH END
STANDARD WALL ELEVATION
STRUCTURAL INSPECTIE31N
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL 34957
CIVIL • STRUCTURAL • MARINE
c: rm m
ENGINEERING
GSM ENGINEERING, LLC
2081 BE OCEAN BOULEVARD - SUITE 1A
STUART, FLORIDA 34996
772.220.4601
WW W.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: Z9057
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CHARLES A GARDEN A DATE
fl... ,RUSTOR0 PKKESSIXNL ExoKER W. 1.10
i 1 -L
L WEATHER WALL
OR DBL 2X4
T SHORE FOR
M SUPPORT -TYP.
2 MIN. WOOD BASE
SLAB PROTECTION
OR DBL 2X4
T SHORE FOR
M SUPPORT -TYP.
2 MIN. WOOD BASE
SLAB PROTECTION
5'-0* MAX.
1 TYPICAL SHORING SECTION FOR BALCONY REPAIR AREA
� SCAT£ 1/4•�f-D•
NOTES:
FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
SCAFFOLDING AND SHORING CONFIGURATION CAN BE ADJUSTED TO MEET FIELD ODNDHONS
AS LONG AS MAOINM SPACING IS NOT EXCEEDED.
THE DESIGN OF THE SHORING SHALL BE IN ACCORDANCE WITH THE LOCAL WONG CODE
PRMONS AND SHALL BE RACED TO PROVIDE A LEVEL AND CONTINUOUS SURFACE FOR
THE EMIG BALCONY SLAB TO REST ON THE SHORING SHALL BE HEFT N RACE UNTIL
THE CONCRETE ATIAINS 1002 SPECIFIED COMPRESSNE STRENGTH.
CONTRACTOR SHALL PROVIDE ADEOUATE SHORING
FOR ALL FLOORS CONCRETE DECK PRIOR TO ANY
CONCRETE REPAIR WORK THIS SHORING PLAN IS
DESIGNED FOR BALCONY CONCRETE SLABS AND
BEAMS ONLY.
A
N•s
- T _.
OR DBL 2X4
T SHORE FOR
M SUPPORT -TYP.
2 MIN. WOOD BASE
SLAB PROTECTION
OR DBL 2X4
T SHORE FOR
M SUPPORT -TYP.
2 MIN. WOOD BASE
SLAB PROTECTION
n TYPICAL SHORING SECTION FOR BALCONY REPAIR AREA
t.' Ck,A
�P3•a. IN
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LEGEND
SUPPORT ELEMENTS NOTE:
1. EXCAVATIONS ARE NOT PERMITTED ON FLOORS SUPPORTING REPAIRED AREAS.
SHORING BEAM— 2. ADJUSTABLE POST SHORE MIN. CAPACITY OF 500 CBS.
ALUMINUM OR
s' Eye. TIMBER PER PLANS 3. REPAIR AREA SHALL BE CONTINUOSLY SHORED AS AHOWN ON DRAWINGS.
4. DETAILS FOR SHORING REPAIR AREAS ARE TYPICAL FOR PARTIAL OR THRU
ADJUSTABLE ROUND - DECK REPAIRS.
O OR SQUARE ELLIS
OR UNIVERSAL JACK THE SE PWIS AND ALL MoPoSSC wowSHORE ARE SUBJECT Tt3 ANY COFERECT]ONu
REQUIRED BY FIELD INSPRCTORS THAT
rLaY BE NiCEa"6ANY IN ORDM TO
CCP'PLY YliT-9 ALL APPLIC43LE CuDES.
STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, FL 34957
CIVIL • STRUCTURAL • MARINE
Csm
ENGINEERING
CSM ENGINEERING, LLC
2081 SE OCEAN BOULEVARD' SUITE 1 A
STUART, FLORIDA 34996
772-220-4601
www.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: 29057
THE ENGINEER HIRED ENRESSLY RESERVES MS/HER COWUN
1AV COPRGHT IUD (MER PROPERTY RGMS TNSE PIAOS /ND
DWVM6 AI2 NOT TO S REPRODUCED, C.GEO, DOMED. OR
ASRGNm TO AM' THRD PRO, IN MT FORM OR MANNR
WINTSOW NTHOJ FIRST O(NNNG THE EXPRESS AMEN
PERM64)N A0 CONSENT Of CRO DA NEERN4. UE
THIS D00JUENTTHE UTAS, VINO DESIGNS MCORPORNTE0 HERERL
u AM RGm ba a PNOm NA 9:RME, 5 PRoREm ar
CSY FI WEPBIG. U R D 6 AT 10 BE IfiN. N YEA( OR M
PART FOR MT OTHER PRNECT MTIDUI 1NAMEN
u HORNONrU OF LSO ENGINEERING, UC
CSM mGNEERMG. LLC 004MOG11 C1016
SCANNF-ij
BY
St. Lucie Count%
NOTES d COMMENTS
1
3
4
5
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SHORING DETAILS 1
f AREA
t AREA
STAGING REPAIR AREAS
A
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STRUCTURAL INSPECTION
ISLAND DUNES OCEANSIDE II
8800 S OCEAN DR
JENSEN BEACH, R 34957-
CIVIL • STRUCTURAL • MARINE
c : ro
ENGINEERING
CSM ENGINEERING, LLC
2081 SE OCEAN BOUILEVARD- SUITE IA
STUART, FLORIDA 34996
792-220-4601
Ww .CSM-E.N ET
CERTIFICATE OFA1I 101RIZATION: 29CS7
THE OMFEER HEREBY EXPFAMY RESUMES HS/RR COv.W
W CORAGHI MT OVER PROPERTY PoLMS VEBE PINS AND
DRA NGS ARENOT 1O DE RPRONCDI. CHANGED, CANOED. OR
ASSMAED TO MT VIM PMIT RI AT FOR. OR R ER
II.190EYER MHOIII TOM 0GTA FG THE EXPRESS MOTOR
RRIaLON AND CONSEM OF a. FAYANCERWG. UC.
THIS OOCU". THE IDEAS AID DESERS WCWPoRATED HERON.
AS AN INSIRURK OF PRORSSONA SITME. 6 PROPERLY a
Uu EF(AMING, UC AID 6 NOT TO BE USED, OF WHERE OR N
PIA, FOR MT OTHER MEET MOM 1R MRREN
WHEREFORE. OF au ENGINEERING, LEG.
CS. SQW]ERIC. MC COPIRCHI CX16
NOTES & COMMEMS
1
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AL SfNFS INDICATOR PERAN TO 11107' 0.015
M&ORD W. OPaES WAry
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CHARLES A DARDEN JR DATE
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