HomeMy WebLinkAboutPLAN - KITCHEN REMODELPRINCESS CONDO SOCIAL ROOM
KITCHEN REMODEL
THE WORK NO EXRW CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONIRACWS FAILURE 70
COMPLY WIN THIS REQUIREEI ..
22. DISCREPANCIES SHALL BE BROUGHT TO THE ATIEMION OF THE AND ENGINEER BEFORE PROCEEDING WITH ANY WORK.
SHEET DESCRIPTION
DIMENSION NOTES:
S-0
COVER SHEET
1. UiLESSi.YDETNIED ON THESE DRAWINGS, CONRTACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING BRACING AS REQUIRED
S-1
GENERAL NOTES
DURING DEMO, EEC. REQUIRED TO SWELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SANE SHORING
S-1.1
STEEL NOTES
MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS.
S-2
DEMO PLAN
2 DETAILS AND CONDIRONS NOT SPEORCA LY SHOWN SHALL BE CONSIRUCIED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND
M4TERUL
•
�qd s Duo �y
S-2 1
S-3
DEMO PLAN LEGEND
REMODEL PLAN
FOUNDATION NOTES: v
S-3.1
REMODEL PLAN LEGEND
1�Fi)DA�TfOAS; $�, AND FOOTINGS ME EKISRNG TO REMAIN.
S-4
REMODEL - WEST ELEVATION
S-5
REMODEL - EAST ELEVATION
STRUCTURAL DESIGN CRITERIA:
S-6
WALL SECRON 1
FOC 2017 @ CHAPTERS 1, 2, 26, B 28 OF ANCE 7-10
S-6.1
WALL SECTION 1 LEGEND
WIND VELOCITY 170 MPH; ULTIMATE WWD SPEED
S-7
DETAILS
WIND VELOCITY 132 MPH; NOMINAL MIND SPEED REVIEWED FOR
S--7.1
DETAILS
EXPOSURE b'; ENCLOSED DESIGN
CODE COMPLIANC
S-7.3
FIRE -WALL DETAILS
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
rm ro m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
ZO9 SW OCEAN BOULEVARD
9TUART, FLORIDA 34994
77Z-ZZO.4601
W .CSM-E.NET
CERTIFICATE OFAUTHORIZATION: 29057
N OD'U NRDI OPRHY RYAS N6/IOI 6Y[M W OYIWAII
AKA LYY®. 6IRA Ot ACY.ID N AY, Y1164J YAMp WY
xWl M IWM RY9KEi KAM RT W W,K M O➢RE �9,IY
RR®11'4 YI®RVdOYMt9Y 11G
1,6 U'AYIII. M RK xE tdEY Ymmlm,Oq Y Y
610,T RIW®JL YNlL 61YdM1RdI, ROODL YC
x06 bINHVRAxEp[OixAe1Nm0001n0:1
nM4i M fAlYl WIQJYd Y OI, LKEVd4 xC
6Y FlYimIW xC CYlnll [pll
R1 C,06R69W1&RRY4NM10JRMOXMApxt M
W 61SYp[8[,q M LlEYYRM R NL WY16tl6
4L £YES NWd 4WUA' W L4YIY pN5
YYYU hT.
plYtl 9t
RDiID 9f
sFrc u YPx
rnu k
``�VT111111f//7//
A '. DARQ el,
• •'Victr�aF •. ow
• No.7691.0
��Q••, STATE OF
/A7/:
f1J , ITN
-1 of
CHPRU OAROEN JA DATE
WRO. W8IWD IRCYARI OOO n 119,o
COVER PAGE
Rm A
S-0
L111�
R
STRUCTURAL DESIGN CRITERIA:
THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE 2017; 61H EDITION & ASCE 7-10.
WALL LOADING:
WALL WT,
WALL LATERAL
= 20 PSF
= 5 PSF
LIGHT GAUGE METAL FRAMING SPEFICATIONS:
1. ALL 1% 20, AND 25 GAUGE STEEL FRAMING MEMBERS SHALL BE MANUFACTURED WITH A MINIMUM YIELD STRENGTH (FY) OF 33 KSI, AS.TA. MO. CO, GPAOE 33.
2. ALL 16 GAGE AND HEAVER SIR FRAMING MEMBERS SWAM. BE MANUFACRURED WITH A M00YUM YIELD SIRENGRI (FY')OF 50 KSI, A.S.T.M. AM, SO, GRADE 50, CLASS 1.
3. TRACK SHALL BE MANUFACTURED WIIH A MINIMUM YIELD STOGIH (FY)OF 33KSI-A£TJL A653, CO, GRADE 33. UNLESS NOTED OIHERAISE ON PARS OR SECTION. PROVIDE
A GALVANED RON 70 ALL LOAD BEARNG FRAMING 009PMM COMPLYING WITH AS.T.M. C955 FOR MINIMUM G-60 COATING. ALL LEAD BEARING STUDS SHALL HAVE A
MINIMUM 1-5/8' FLANGE WALL STUDS TO BE PUNCHED MATERIAL
PRODUCT IDENTIFICATION:
• THE STEEL STUD MANUFACTURERS ASSOCIATION STANDARDS ARE USED IN THIS PACKAGE ANY YANUFACRIRER WHOSE PRODUCT GEOMEIRFS MEETS OR EXCEED SSMA
STANDARDS ARE ACCEPTABLE SEE TABLES BELOW FOR SSMA NOMENCLATURE
• THE FIRST SET OF NUMBERS INDICATE THE WEB SIZE ( NOMINAL MEMBER DEPTH):
6' MEMBER = 600
3 5/8' MEMBER= 362
• FLANGE DESIGNATIONS:
LOAD BEARING STUD/JOIST (1 3/8' RANGE)
S137
LOAD BFAWNG STUD/JOST (1 5/I' FLANGE)
S162
LOW BEARING ST1D/JOIST (2' FLANGE)
S2W
LOAD BEARING STUD/JDST (2 1/2' FLANGE)
S250
LOAD BEARING STUD/JDST (1 3/6' RANGE)
S137
PDEMOR DRYWALL STUDS (1 1/4' F1AAIGE)
S125
RUM TRUCK (1 1/4' LEG)
T125
• THE UST IN NUMBERS INDITE THE SIFFL THICKNESS:
GAGE
DESIGN
MINIMUM
SSMA COLOR CODING
20
OD346'
0.0329'
33 MILS WHITE
18
0.0451'
GG428'
43 MILS YELLOW
16
0.0566'
0.0538'
54 MILS GREEN
14
0.0713'
D.0677'
68 MESS ORANGE
12
0.1017'
D.0966'
97 MILLS RED
GENERAL:
DRYWALL ATTACHMENT TABLE
FRAMING
MAX. SPACING
SCREW SIZING FOR
DRYWALL
THICKNESS
LOCATION
ORIENTATION
MEMBER
SPACING
OF FASIFNEFIS
INSTALLATION OF DRYWALL
INTO STEEL FRAMING MEMBERS
(MINT)
NUTS
SCREWS
MIN. 17 IN MIN. STEEL THICKNESS OF
CEUNIC
PERPENDICULAR
24'
7•
12'
ODW TYPE S IN ACCORDANCE W/
ASIY 0954. C1002
OR 8UIXE HEAD SITE IN
1/2'
3INI MEN.
PENETRATION PAST San OF3/9
WALLS '
EITHER DRECIION
IV
8'
16'
MIN !7 IN YIN. STEEL THICKNESS OF
CEILING
PERPENDICULAR
24'
)'
12'
0.033' TYPE S IN ACCORDANCE W/
ADM C954. C1002
OR BUGLE HEAD STYLE IN
ACCORDANCE W/ AMU I
PEREIRADON PAST STEEL OF 3/MIN. 8
WADS
EITHER DIRECTION
IV
8'
IV
DIMENSIONS SHOWN IN THIS SHOP BELONG PACKAGE ARE FOR DESIGN REFERENCES ONLY. CONRUM DRAWINGS SHALL BE USED IN DETERMINING EXACT D EDANCES AND ALL
CONDITIONS SHOULD BE FIELD VERIFIED BEFORE ELECTION.
CSM ENGINEERING. LEG DDES NOT ASSUME ANY RESPON9BDNY FOR THE ADEOOWY OF THE PRYARLY STRUCTURE AND FOULDARDNS DESIGN.
ALL WHGEUMNS SHALL BE COMPLETED AS PER THE PLAINS AND SPECIFICATIONS AT THE TIME
OF INSULATION.
PRECWDONS MUST BE THEN 70 AVOID COMM UCTON LOADS EXCEEDING DESIGN LOADS. CONST UCHON.IDADS PAVE NUT BEEN CONSIDERED IN THESE RECOMMENOATONS.
CSM ENGINEERING, LLC RECOMMENDADONS ARE MINIMUM REQUIREMENTS OF SSW MEMBER SEES THAT ARE ADEQUATE FOR THE GIVEN LOADING COMMONS AS SPECIFIED IN
THE DESIGN ASSUYPTONS: HEAVER GAGES MAY BE SUBSTITUTED AS REWIRED.
GYPSUM BOARD MATERIAL SWAM. CONFORM TO ASIM C36, C79, C475, C514, C63D, C931, C960, C1002, C1047„C1177, C1178, C1278, C1395, C1396 AND SHALL BE
INSTALLED ACCORDING TO THE FOLLOWING (FBC R702.3.5) SEE TABLE FOR ATTACHMENT.
CEMENT, FIBER-CFFMEM, OR GLASS MAT GYPSUM BACKERS IN ACCORDANCE WITH ASILI C1288, C1325, OR C1178 AND INSTALLED LAW. MANUFACTURERS RECOMMENDATIONS
SHALL BE USED AS 9ACILER FOR THE WALL TLE IN ALL WET AREAS.
INSLUTION INCLUDING FACINGS SUCH AS RETARDERS OR VAPOR PERMEABLE MEMBERS INSTALED WITHIN FIDOR-CODING ASSEMBLIES, ROOF -WRUNG ASSEMBLIES, WALL,
CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE MIN AM DEC HOUTON SHALL COMPLY WITH F.B.C. R316.
ALL WET AREAS SHALL HAVE DURG-O-ROCK AND THE REMAINING LOCATIONS TO HAVE STANDARD YDMURE RESISTANT BWH£
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
CSM
ENGINEERING
I CSM ENGINEERING, LLD II
20B SW OCuN BOULEVARD
STUART, FLORIDA 34994
772.2 ZO-4601
www.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: 29057
xi v,u,.vi.Im�imwL mwm°EmafOO.Ia vummm¢M II
CJ:
No.,76990 _
.. ��
0, •, STATE OF 4/�
I GENERAL NOTES II
S-1
• THE STEEL STUD MANUFACTURERS ASSOCIATION STANDARDS ARE USED IN THIS PACKAGE ANY MANUFACTURER WHOSE PRODUCT GEOMETRIES MEETS OR EXCEED SSMA
STANDARDS ARE ACCEPTABLE SEE TABLES BELOW FOR SSMA NOMENCLATURE
STUDS:
• ALL FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING. TORCH CUTTING OF CF MEMBERS IS UNACCEPTABLE
• NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS STATED WTHW THIS DRAWING PACKAGE
• ENDS OF STUDS MUST SEAT FIRMLY IN THE RUNNER TRACK, WHICH MUST HAVE FULL BEARING ON THE STRUCTURE.
• SPIKING OF WALL STUDS IS NOT ALLOWED, UNLESS NOTED R THIS DRAWING PACKAGE
• FRAMING FABRICATOR TO INSURE PUNCH OUT ADGNMENT WHEN ASSEMBUNG LATERAL BRACING MID FIELD Cum STUDS TO LENGTH. LATERAL BRACING MUST BE
INSTALLED AT THE DUE THE WALL IS ERECTED. FAILURE TO INSTALL BRACING AT THIS TIME MAY COMPROMISE THE STRUCURLL INTEGRITY OF THE BUILDING.
• TEMPORARY BRACING BAWL BE PROVIDED AND REMAIN IN PLACE UNTIL WORK IS ODMPLETRY STABILIZED.
• USE MINIMUM OF THREE STUDS AT THE INIUMCTTON AND CORNERS OF WALLS.
CONNECTIONS:
• ALL SCREW CONNECTIONS ARE BASED ON CCFSS TECHNICAL BULLEDN VOL 2 ND. I WHICH OUTLINES THE AISI SPECIFICATION PROVISIONS FOR SCREW CONNECTIONS.
• FOR SCREWS 3/4• MINIMUM CLEARANCE MUST BE MAINTAINED FROM ALL EDGES OF THE STEEL MEMBERS. A 3/4• MINIMUM ON COW SPACING MUST BE MANTNNED
BETWEEN ADJACENT SCREWS.
• POWER DAYEN FASTENER SYSTEM, EXPANSION ANCHORS, MASONRY SCREWS AND ADHESIVE ANCHOR SYSTEM CONNECTIONS ARE BASED ON UTEAATIN PUBLISHED If
HRO FASTENING SYSTEM, INC. ALTERNATE MARUFACIURERS FASTENERS OF COMPARABLE SPECIFICATIONS AND LOAD CAPACITIES ARE ACCEPTABLE
• IF REWIRED, ALL WELDED CONNECTIONS ARE TO BE PERFORMED IN ACCORDANCE WITH THE LATEST VERSION OF AWS DI.1-10 SPECIFICATIONS FOR WELDING SHEET
STEEL IN STRUCTURES. CONSULT AIRS D19.0 WELDING ZINK COATED SREL AND ANSI STANDARD Z49.1 FOR INFORMATION REGARDING SAFE WELDING PROCEDURES
• MINIMUM WELD THROAT THICKNESS (T) MUSE MATCH OR EXCEED THE BASE MR THICKNESS OF THE THINNEST CONNECTED PART, U.N.O.
• IN WELDING, THE ZINC COATING ON STEEL. FRAMING WILL BE BURNED AWAY: THEREFORE A ZINC RICH PANT MUST BE APPLIED TO THE WELD AREAS TO PROVIDE
CORROSION RESISTANCE
GENERAL NOTES TO ALL CONTRACTORS:
1. ALL CONTRACTORS DOING WON( ON THIS PROJECT SHALL VISIT SITE AND VERIFY DOSTING CONDITIONS PRIOR TO SUBMITTING THEIR PROPOSAL GENERAL OOROIACIOR
OR INDMDMLL CONTRACTORS DOING WORK SHALL OBTAIN PERMIT FOR THEIR WORK IF REWIRED. ALL WORK SHALL CONFORM TO GOVERNING BUILDING CODES.
PEASE BE ADVISED THIS WORK IS INTENDED TO COMMERCE IN THE NORM OF JUNE, 2019. IF WORK IS INTENDED TO COMMERCE LATER, CONTRACTORS WILL BE
NOTIFIED
2. ALL CONTRACTORS DOING WORK ON THIS PROJECT SHALL REMOVE AND DISPOSE OF ALL DEBRIS RELATED TO THEIR WORK OFF SITE.
3. ALL CONTRACTORS SHALL FURNISH THE MANAGER OF PRINCESS, CERCFICATIWS OF INSURANCE PRIOR TO COMMENCING WORK.
4. PRIOR TO COMMENCING WORK, GENERAL CONTRACTOR 5WL MEET WON THE PRINCESS UQUOM TO DISCUSS THE STALING OF THE PROJECT, INCLUDING THE
PROTECTION OF EXISTING CONDITIONS
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
Csm
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC II
Z09 9W OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220-4601
w.w.CSM-E.NET
CERTIFICATE CFAHTHORIZATION: Z9059
II _��-�-� II
II W�4Il60YYA�MMU651 fl46O1 RI1L W06WSM II
i
No.76910.
STATE OF
CHARLES A
II GENERAL NOTES II
jr. S-1.1 Jl
E4 7
E3 E6---------
-\\ \ \ \ � E10-BELOW
=� ___________
=J —_
E1544* --------E154}L __--- —E1B E154}L 1
6-----------i/-------i/------
7
E14
E16 II I j
II I I
II I I
-E10 E17 11 E16 I I
-E23 E9 E21 Ij II
I II
I E13
L-E19 L-E12 L-E19
EXISTING KITCHEN - DEMO PLAN
1/2- = 1'-0-
E11
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
96W S OCEM DRIVE
JENSEN EIFACH. FL 34957
rm s m
ENGINEERING
CIVIL • STRUCTURAL
• MARINE
CSM ENGINEERING, LLC
208 fiW OCEAN BOULEVARD
STUART. FLORIDA 34994
772-220-4E01
w .CSM-E.NET
CERTIFICATE OFAUTHORMATION: 29057
M D4NIP NWHI DIP�Y WSPhS M6/Id Y W PRWrt
uDo�vmRxR Hairs nus vls Na LMNWS UE xmroa
PUS, av®. wxo. a •ssaa m m r� vrxn x w+
1¢%I Co IY1191 PW14DiG mNN M1 WI.WUC M D� �POIw
fUYSYY IMI eL6tlI V Oil AwObL YL
>w ®PDn.uwsmo®a� m aw
e51WLY1 RIVF`m1.45NR.6 Ua.®GW
�Pa1MroW1DI�Y1[®Da�L 6[Yfwlf �•OYDI eW6'1
m vvae4 W mvmRrt emu
NL pI'16R5 YWL S1W40p MfO0 fiY 116 NXIWLYpL M[
0.'MMLIp16P�U FOIM Nl9W1[Y VMI lf6W1Xi
a vxa e¢um rwRR m esTir wrs
mDa ec
m.. ee
ammR
sne aRm
RGBTi
I
•`` ��5 A DARC'1e,,
..
V' �
No, 769101
rQ�•.•
i STATE OF
i - '•.FLORID '•
. �\��
A
CWU3 A DARDEN JR
DATE
Rva.vvsvmv� Dam N
avro
Rm w
D610 PLAN
mR
S-2
1
EXISTING KITCHEN FLOOR PLAN LEGEND:
E1: EXISTING STUCCO FACED CONCRETE COLUMN.
E2: EXISTING ALUMINUM AND GLASS STOREFRONT.
El LINE OF EXISTING WALL ABOVE: SEE WALL SECTION FOR
ADDITIONAL INFORMATION.
E4: REMOVE EXISTING ROLL DOWN SCREEN, ENCLOSURE AND TRACKS
AND JAMBS. SEE WALL SECTION AND NOTES FOR ADDIRONAL
INFORMATION PRIOR TO REMOVING,
E5: REMOVE EXISTING MARBLE SILL
E6: EXISTING ALUMINUM AND GLASS SLIDING PASS—THRU WINDOW TO
BE REMOVED. SEE WALL SECTION FOR ADDITIONAL INFORMATION.
E7: REMOVE EXISTING WOOD LOUVER DOOR, FRAME AND TRIM. SEE
NEW FLOOR PLAN FOR ADDITIONAL INFORMATION.
EB: REMOVE EXISTING FIRE EXTINGUISHER CABINET.
ED: REMOVE EXISTING UPPER AND BASE CABINETS INCLUDING
COUNTERTOPS.
E10: EXISTING CONCRETE MASONRY UNIT WALL VERIFY IN FIELD.
E11: EXISTING REFRIGERATOR REMOVED BY OWNER.
E12: EXISTING ELECTRIC RANGE REMOVED 13Y OWNER,
E13: REMOVE EXISTING SS KITCHEN SINK, FAUCET ETC. CAP OFF WATER
AND DRAIN AS REQUIRED.
E14: REMOVE EXISTING TILE FLOORING IN PREPARATION FOR NEW TILE
FLOORING.
E15: REMOVE EXISTING RECESSED LIGHTING.
E16: REMOVE EXISTING TRACK UGHRNG AND EXPOSED RACEWAY
CONDUIT.
E17: REMOVE EXISTING CEILING FAN AND EXPOSED RACEWAY CONDUIT.
E1B: REMOVE EXISTING OUTLET AND EXPOSED RACEWAY CONDUIT.
E19: REMOVE EXISTING BLANK COVER PLATE AND J BOX AND ALL
WIRING AS REQUIRED TO INSURE SAFE CONDITIONS.
E20: REMOVE EXISTING OUTLET MOUNTED AT SIDE OF UPPER CABINET.
E21: REMOVE EXISTING SWITCH AND UNDER CABINET LIGHT.
E22: EXISTING SWITCH: SEE NEW FLOOR PLAN.
E23: EXISTING PULL, STATION FOR EXISTING FIRE SUPPRESSION SYSTEM
ABOVE RANGE. SEE KITCHEN ELEVATION FOR ADDITIONAL
INFORMATION. THIS SYSTEM TO BE REPLACED WITH NEW SYSTEM
BY OWNER.
E24: EXISTING FIRE ALARM PULL STATION.
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
rm s m
ENGINEERING
CIVIL • STRUCTURAL
• MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
'/�2.2204fi01
OEM
OF AlfTH00.1IATION: 29057
M ELN@ MA91 PRIQY\ AYT516/Ip 00G' W W1AiR
NO OIIIFP VAIRFfI PPMS T6[ q.V6,W tlYYW3 ME XN N R
W.VR Fu1ST�3ARIIMA 4�6101fYm[M�O4N
Rl®I NO �1 R CY �L. 11L
RECREEK . CDE RE..msmvm. a a
u10imwiw�.wne"v,.w,°°` o a oswni`\`w.� Rom
.w �oE � Rarnwr.mi.
W 0F1.96 SMt SImmR11L.U0TMOpW[h4 M
OWOm 6 �E 1W M<AOUW V W 000mA
Ill 4N6 NGR41WfW ry 0.5TIMR
asDm ee
a+,. Ee
cram n:
:wE
\AAA111111AAAA,
A.
\OEN,q '
No.76910r
_
STATE OF; � ((7��
CHARLES A UARDIN A mm
rww. PmLmrn R. .10
Rm w
DEMO PLAN LEGEND
RUT A S-21
i
REMODELED KITCHEN - FLOOR PLAN
1/2" = 1'-O"
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
965D S OCEAN DRIVE
JENSEN BEACH, a 34957
Csm
ENGINEERING
CIVIL • STRUCTURAL . MARINE
CSM ENGINEERING, LLC
N20 208 SW OCEAN 9:1NLEVAR:1
STUART, FLORIOA 34994
772.220-4601
w W.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: 29057
IM eLT�RP MFRef tlPRSYI AFYMII 16/Ip 1GMtl VY URW R
IW OMP LM9WIY P411S V�%AG AY➢WHIA4S AS qI 10 OE
A[✓9YAU. P1W(S. WIW. W RYPO N MY MYO VMY N MY
W W W YWNP YNIFJAVP eIIVIA h61 NWYIR IXE U1PJ4 P011p
NAAfID"F 4U tR[LII U dl RLMfP➢511L
ns Down. rh sox rao Ries � m xmR u N
rmasosu Rmz s wavm or m omew uc
N21
a vaovA w ar,mv Nn:e
0®41�6Yt�[ YE ®MVO RILL O�D.�6M
.0 muz Nam wMa m ut,r
I 11.111,
QQ-.• ��cersF'-..2'
.
_ Na.P769�10
��� '• STATE OF
CWl.E5 A DAAOFN JA
� PN/fSY1M RtllO
Ntl
REMODEL PUN
y" R S-a
REMODELED KITCHEN FLOOR PLAN LEGEND:
N7: EXISTING STUCCO FACED CONCRETE COLUMN.
N2: EXISTING ALUMINUM AND GLASS STOREFRONT.
N3: LINE OF EXISTING WALL ABOVE. SEE WALL SECTION FOR
ADDITIONAL INFORMATION.
N4: NEW METAL STUDD WALL SEE WALL SECTION FOR ADDITIONAL I
NFORMATION.
N5: UPPER CABINETS. SEE KITCHEN ELEVATION FOR ADDITIONAL
INFORMATION.
N6: LINE OF WALL BELOW. SEE WALL SECTION FOR ADDITIONAL
INFORMATION.
N7: LINE OF GRANITE COUNTER. SEE WALL SECTION FOR ADDITIONAL
INFORMATION.
N8: NEW 2'—B' X 6'—B' X 1 W WOOD LOUVER DOOR WITH NEW
FRAME AND TRIM. NOTE FAST JAMB TO BE ROUGHED OUT FOR
REDUCED DOOR SI7E
N9: EXISTING CONCRETE MASONRY UNIT WALL WITH STUCCO FINISH ON
KITCHEN SIDE
N10: EXISTING 8' CONCRETE MASONRY WALL WITH STUCCO FINISH ON
KITCHEN SIDE
Nit: REFRIGERATOR BY OWNER.
N12: ELECTRIC RANGE BY OWNER
N13: MICROWAVE WITH BUILT—IN EXHAUST FAN BY OWNER. ELECTRICAL
CONTRACTOR TO PROVIDE ELECTRIC.
N14: BASE CABINETS WITH GRANITE COUNTERTOP AND SPLASHES. SEE
KITCHEN ELEVATIONS FOR ADDITIONAL INFORMATION.
N15: NEW SINK AND SINGLE LEVER FAUCET WITH ELECTRIC ON —DEMAND
WATER HEATER BELOW.
NIB: EXISTING PULL STATION FOR EXISTING FIRE SUPPRESSION SYSTEM
ABOVE RANGE SEE KITCHEN ELEVATION FOR ADDITIONAL
INFORMATION.
N17: EXISTING FIRE ALARM PULL STATION.
NIB: j¢' OR %' FIRECODE GYPSUM BOARD ON 1 %* X 1 %' METAL
FURRING AT 16' OC. SECURED TO CONCRETE MASONRY WALL
REMOVE STUCCO IF REQUIRED.
N19; PORCELAIN TILE FLOORING TO WITCH NEW PORCELAIN FLOORING IN
SOCIAL ROOM. TILE FURNISHED BY OWNER.
N20: NEW SWITCH AT EXISTING LOCATION.
N21: NEW SWITCH FOR UNDER CABINET LIGHTING AT EAST WALL
N22: NEW RECESSED LED LIGHTING.
N23: ELECTRICAL CONTRACTOR TO PROVIDE J BOX FOR CEILING
FAN/IJGHT COMBINATION BY OWNER. INSTALLED BY CONTRACTOR.
N24: NEW CONCEALED SPRINKLER HEAD.
N25: EXISTING WALL TO REMAIN.
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
rm ro m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 9W naEAN BOULEVARD
STUART, FLORIDA 34994
772.220-4601
W.W. CSM•E.NET
CERTIFICATE OF A0TH00.1IATION: 29057
,EDUU mxmm. mlwa xwu owaIR
x4 eiNR rmRxn xmns ,a Rw6 wo w«+nws xE w, m x
ER
RND%Q9. GW,i➢. DH0. M RSO®N RI Ir®WFlY M MY
mvu en nwv ew.Rmw noun mm aeweR nE arms emm
Rwo$n wD OVLe N [L OFeUWG.IIG
116 �.➢E LGS ND OLi6IORWID RWL R W
MRLdI V 19®49.II [i RRIAM1 R BI Me�6 UL
u0 [i IRImH�.w RO[wlwiMl Yl pMO1g61
M manw Ym[vuLw m LL [i/®Y YL
es Ovmet u<�mn emle
uL NiDSOs wru R rmuEo w>K Im rt na mvmEim. IE
DMMCIW 60.4W9AI[ ICN IXE ORRIIINOI V NL pppAS
w1 sous emlm wIw m seta• Rw
evemm
e�rt
OLOm R
rae R9LwX
NAmk
` \\1 S
A. D RQc
_ No,76910 '•,
0. STATE CIFALL
FAO J 11
IL E
CWLFS A WDIN JR DATE
nn MI.
Rfl
REMODEL PLAN LEGEND
RN+A
5-3.1
12'-1'1 V.I.F.
li'y' FILLER q' 2'-6°
I ----- ------I
`�
II IMICROWAVE k EXHAUSTI
I I
\
II 'FAN BY OWNER
�I
ILL
__—_--- _J
I I
I I
OZZ ES
❑� I
❑
IIr_________.
I I
r-----1-----+
0
r---------
REFRIGERATOR I
1
I
I ELECTRIC RANGE
BY OWNER I
I RY OWNER
I 1
I
I_.___________--
NEW ARE SUPRESSION
SYSTEM RY OWNER
—1J¢' FILLER
OUTLETS ❑
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
96M S OCEAN DRIVE
JENSEN BEACH, FL 34957
rm S m
ENGINEERING
CIVIL • STRUCTURAL . MARINE
CSM ENGINEERINLS, LLC
208 SW OCEAN BDNI.RVARD
BTIIART, FLOR:DA 34994
772-220-46D 1
w..C5M'E.NCT
CERTIFICATE OF ALRHCRIZ PION: 29057
M 01ElIIR XFOR faaSAR X®M1B Mrylp LIYWX W J.gAiR
R0 OMFR LtliFmY iblR IX4F iW5 AVp pMNS AR WI 1p H
AfMD][m. WHtp. WRp.N RLMO m/M OW IMM1 NM1
mRo pe maov XNIYCIS nnmrt rm reuwra no Ram Rrmw
RP®T1400®116 d FXEXmtl' IIG
UPPER CABINETS
„N,m„°�"•M'X'`S 406m6'�4°"m1°'�"�'
VERIFY IN FIELD
IV6ID,19f.Z 6 WAm1 R d U4604 pL
Nos �m a���eoR P awn m.n pnn Ncs
nnnn rcmac. uc
pNr ooaav4 up Orson wiX
COUNTER AND
BACKSPEASH ❑
viu: u awx
rmm R
C EN
\
Noe76910
"
/�Q •. STATE OF_
REMODELED KITCHEN -WEST ELEVATION -A li"CRARIESA AONJR a>EI
1/2• = 1'-0- nrsvp
11 am RIMODa - WEST MARON -A I
'� S-4
REMODELED KITCHEN - EAST ELEVATION-8
1/2" = 1'-0-
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
rm s m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
209 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772-2ZO 4601
www.CSM-E.NET
CERTIFICATE CF AIITHORIZATLON: 29057
.uoNuiwm UREAD..�momwmrnsxr
P aaR . nusE ws un Rurw¢ m a
RR M" Lx xm
F�IVIpw�xVYIDFRP 1(9I.1L'C
xl1011L I�WI 11[ UFfl4x AIIIFM
vuPEmx uR Porsm a ou oc«amu u�.
AO aW Wxl. M IaAt. atl [6G5lUlA0&R xPUb4 6 M
x{iPfiLvl a iFPkIDwL SFN4L 6 �R a OY CGxRPW II[
Mg6tlINRlO0.MNO RE OM@,Wl[I
HMNf M xE11LY NTG4WOI a DU6Y R6NPIUEW. U4
m DUROEA uc.a I.,.
w oxosus sxu a—D x- rm w,K mxIMLRx M
aLtNGIW 6 A6PH�[ IAl M 4WLW14M T ML W06a6
u1W w
aSGW P
aI4N ff..
c.. F
YJIG .159OYX
RDEII L.
\\�1111II
No' 7691-0
:�Q '• STATE OF • [(7�`.
c
CfWiIES A MUM JR Q4iE
1.. RI61L®YVA65W4q 1.4 )fi910
RED RELAfODEL - EASf ELEVA710N - B
E A S-5
S18
SB
SB 51
S2
S7
S7 3
521�
S10 "'�
S17
SB S9 S9 S20
S3
S19
S21 I
I 510
512
).
I
%}
n S6
n
S3 I I I
III II
I I
II
I
S4 II
II
I I
7
510
I
S4
•
y I I
oS21 I
S13 W
I
SIB I I
I
514 S15
2i II
3 �KLY
M
I II '
S10
2'-0" COLU N BEYOND
S3 I I ;
0 RI
III
S76
S22
I II
S16
SEE DETAILS (S-7, 1.11 & 7.2)
WALL SECTION 1
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
BEACH, FL 34957
rm5M
ENGINEERING
CIVIL STRV CTURAI MARINE
CSM ENGIN EERINGe LLC
2O8 SW OCEAN BOULEVARD
STUART, FLLRioA 34994
'IY2�228-4fi81
W W W.LBM'E.NET
CERTIFlCATE OF AUTHORIZATION: 29L18Y
IK FNMw xE391 [aW4ll IRWu 16/NP [arcx w uWkuE
nn nxu v®mn� �en.ra xm owa¢s,a xmrou
Rsrox®. �. WRE, w Lmvwm ro x. nwo wm w un
iRl mw[,IE M F}iPE6
IY(IY •IIIM Y911d
� ¢0 LEIEAI Lf Lw pwXml W Y4
m¢wmm�.raoux rwo Rsiw¢rmr°�w am arw
rmwum a rmrEszwW swmc ¢ wmww. uc
NE¢mrmuusso.wEwvue�wm�mx uA ona vmm
NIIWfM YPII1Fx NRiMi]AwN6 WI4 YG
ar oauwu4.uc onmwn.mn
e4 oxEesu4 vwY svwAwnranm e,rawnwnm ra
WXIR'IOI ¢ PEiWSRIL M M WIOMI,y y wL p'06016
WYM6 N[W0 RAINY Iw C5Y11' n015
L6E1® bY:
Wro191:
o¢uo m
swe ¢ swYx
wvYe i
///�/
\111111111
ca .• y1C'•ENSF''•.�
No, 769i0
__
J �
/
CHAR FDA JR 0.47E
wEPoe amwmn rain wYwmi in rwio
wAn wE
WALL SEC710N
i
WALL SECTION FLOOR PLAN LEGEND:
S7: BOTTOM OF EXISTING CONCRETE STRUCTURAL STAB.
S2: EXISTING WALL FACED WITH STUCCO. CONTRACTOR TO VERIFY
EXACT CONSTRUCTION OF WALL AND ADVISE TO ACTUAL
CONDITIONS. REPAIR STUCCO DAMAGED BY NEW WORK.
S3: EXISTING ROLL DOWN SCREEN TO BE REMOVED INCLUDING TRACKS
AT JAMBS. CONTRACTOR TO VERIFY IONCT METHOD ROLL DOWN
SCREEN IS SECURED AND SUPPORTED PRIOR TO ITS REMOVAL
REPAIR DAMAGE BY NEW WORK.
S4: EXISTING ALUMINUM AND GLASS SLIDING PASS THRU WINDOW TO BE
REMOVED.
S5: REMOVE EXISTING MARBLE SILL NOT INDICATED ON DRAWING.
VERIFY IN HELD.
S6: EXISTING STUCCO ON CONCRETE MASONRY UNIT WALL: VERIFY
THICKNESS AND HEIGHT IN FIELD. REPAIR STUCCO DAMAGED BY
NEW WORK.
S7: NEW IW x !h' 16 GAUGE METAL STUD FRAMING AT 16'0.C.
SECURED TO CONCRETE SLAB WITH TAPCON SCREWS AS REQUIRED.
SO: 6' KRAFT FACED BATT INSULATION FULL HEIGHT OF WALL AND
ENTIRE CEILING OF KITCHEN. BEARING THE UL CLASSIFICATION
MARK.
S9: 1%' x 51¢' 20 GAUGE METAL CEILING JOISTS AT 16'O.C. SECURE
JOIST TO METAL WALL STUDS AS INDICATED. NON -LOAD
BEARING/WIND LOADED EXTERIOR ONE HOUR FIRE WALL
S10: %' FIRE CODE GYPSUM BOARD.
S11: NEW STUCCO ON MEDAL LATH ON Ji' CEMENT BOARD BACKING.
VERIFY WITH STUCCO CONTRACTOR IF THIS IS APPROVED METHOD.
S12• UPPER CABINETS: SEE EAST ELEVATION FOR ADDITIONAL
INFORMATION.
S13: GRANITE COUNTER, APRON, AND SPLASHES.
S14: CONTINUOUS 2' x 12' PT WOOD BLOCKING SECURED TO CONCRETE
MASONRY UNIT WAIL
S15: 1%' x ,%' x 20GA MEDAL STUDS WITH 3.5' x 1.25' x 200A
TOP/BOTTOM TRACK AND 3Ve' KRAFT FACED BATT INSULATION
BEARING THE UL CLASSIRCAT10N MARK.
S16: BASEBOARD AND PORCELAIN TILE FLOORING.
S17: 5-#10x1' SELF TAPPING SCREWS
S18: 5.5' x 1.25' x INA TOP OR BOTTOM TRACK. SEE DETAILS S-7,
7.1. & 7.2.
S19: L2x2x18GA CORNER NAILER ANGLE ATTACHED TO EACH STUD
FLANGE USING 1-j10x1' TEN SCREWS EACH ANGLE LEG.
S20: 5.5' x 1.25' x 18CA TRACK ATTACHED TO EXISTING CMU WALL
USING 2-1/4'0 x 1.5' MIN. EMBEDMENT TAPCONS 0 16' O.C.
MAX. AND ATTACH TO CEILING RAFTER USING 1-a10x1' TEK SCREW
EACH FLANGE.
S21: 7/8' THICK, 3 COAT CEMENT PLASTER MEETING ASTM C 926 AND
ASTM C 1063 APPLIED TO CORROSION -RESISTANT METAL LATH
OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER BACKED
LATH OVER TYVEK APPROVED HOUSE WRAP. ATTACH METAL LATH TO
FRAMING MEMBERS USING 1-1/2' LONG 11GA. NAILS W/ 7/16'
HEAD AT 7' O.C. MAX..
S22: 5/8' THICK, 3 COAT CEMENT PLASTER MEETING ASTM C 926 AND
ASTM C 1063 APPLIED TO CONCRETE OR MASONRY WALL
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH. FL 34957
rmm s m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLn RIOA 34994
772-220.4501
Www.CSM.E.NET
OFI CERCATE OF AUTHORIZATION: 29057
M F R MN O�PIHI RYM4S 16/ILP 4Y1[X w 4YIWGI
Ntl OIILM vAiun WIR MR vu M RXDFA
Rmwvw. Dorm av¢o, a uwwn m uw MW vmr w un
YPN OA WaMP YIMIYMY WXIN M161094tlAW M WRS 11WIIp
HU6wl N9 NY1R O B, �.. ILL
MWYO1 PT16.84 YML 6 TIQIY R 4LI Lr� .. YL
fIIM MRIIDIU�MAI WJI.lY16 BI�U�F6Y. I1L ��
P, D4O6Y. TIC ORWNI [IDIi
IuMT
E duTl'flODTM00mMm M II
axmu m
w.u: u Rwx won F
�'IN% e 5 A. Q I AA7j��i�
�. .,.... ARpF
No\76910:
STATE OF : •• ✓yam
_ s i
i�2C '• FC'ORIDP N
�, •Icy,. ....:
CWHS A DARDEN JA //
fl6DIRARrwf� XR
Rm E
WALL SECTION -LEGEND
ORE S-6.1
l
BOTTOM OF EXTERIOR WALL
to TOL
AI L
CLANS)
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, Fl. 34957
rmm s m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CEIM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
992-220-4501
w Ww.CBM-E.NET
CERTIFICATE OFAUMNORRATION: 29059
M dC,QP Nx9f WFkIIv NYIX6116/Id WMX W �mR
un on nimsalaaxs�
mNRv[m
m.w°Mr � wm" w u10,rR
`waviwu�"iwismu
xmm� m. wwuu IK love xnnM
vwossix um Loam a Lsv Dmvumxa u[.
IM IXM6M. M OX 49 0695 HT.94Wm MDEX M Ill
4OIIVYN SIX.I[[, 6 WM1NYII YISSxM. Y[
Y9 6 X01 N 6166. M iIPL W p iMl RR My Nltll pppfil
IxM)N M LWaLY NIII�VM V [SY E'LH[W4 LL[
LLY O[�Ni, IIL L�H' xIDIB
.ALL gI@�691V1H1W®tl MiOY fiYM0.Y.MttR ME
i0. XIW 6 xLiF69f iLPM JLWI[N V W WC[a3
w scR¢ wcrto ma,w m nsTlr nuls
oLsnuD el:
wm m
ORD. m
scut ovum
wam l'
No.76910
��Q•, SLATE OF, ((4u�
:'
L1 0 p
♦ 1
CW ES A EAR JR DATE
RURa Rslmm rmnwxu Llvx[a xa nvlo
° DETAILS
RED a S-7
T
LOP LRICf RTR m
M COMIIDT LO
IDIRBLSBE a sAW
era
TOP TRACK CONNECTION
NOTE: USE FLATHEAD SCREWS
wHEN xEo2ssARr.
C-TRACK
SPLICE DETAIL
(SEE ALTERNATE STUD INSERT)
STUD PER PUNS
SB)��aLiRAnc ��
20 CA STRAP • fY lANO
C-RUNNER
SPLICE DETAIL
(ALTERNATE FOR STRAP)
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
SSW S OCEAN DRNE
JENSEN EFACH, FL 34957
csm
ENGINEERING
CIVIL • STRUCTURAL . MARINE
GSM ENGINEERING, LLC
2OB SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4901
.".CE M-E.NET
CERTIFICATE OF ALITHORMATIDN: 29OS7
6tl1011 K MIVt19R YPAL 61VSn11 V WI C40/511L
Rl�DP M YAIIp M14WANI V RY fILMW4114 �6I
C91 CRYm'L IIG pglq[M C1p11
A.
n PLANS �l� 4� A. DgRO-''i!
4
`� a .•''�\CENSF'•., ``�
AAM �1Yi5 No.,7661.0
d •, STATE OF
FCORIOP; ;•'.0 ��
CNW16 A MEN A
RWL Rmmm FVL�R, EDR
D
DEEMS
RD e
5-7.1
,A r
MD PER PLAN
—1�% 18OA
�U— Nfl. BHIDOINO
i-1/2'xl-1/Yx18DA CUP ANCLE
ATTACH WIM TO(SOREWS PER
YFG RECMWO(DATIM —W.
U-CHANNEL
BRIDGING CONNECTION
(ALTERNATE FOR FLAT STRAP)
NOTE: USE MMFAD SOiEWS
NNEN NECESSARY.
3'%2oCA PLATE BY RCA UM M AT 2' O.CV.
uw SOE (m)
f1) Mwl Tm MEWS
M E1CN MUM— TYP.
20DA. MOTHS
MOS
S 2 S
3 1/4'
3 S S
4 7/B'
4 STUO
8 1/Y
3 mm
8 1/8'
8 SMIS
8 3/4'
8 SNDS
13'
MULTIPLE COLUMN CONNECTION DETAIL
STUD TO TRACK
FOR M(U)LT/.I CDLUYN USE
YEACNIFUN(E ITYP.)3CREW3
1FLWOE•(TTPJ)
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
rs m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW DCuN BOULEVARD
STUART, FLORIDA 34994
772.220•4601
Ww .CSM-E.NETRTI
CEFICATE OFANTNORISATION: 29057
M DORu WWR wxLai �x4v n/ID mnol w mvmon
uo oilw vIDmRnpnL nusE wuwoRaws at nmW
�.ow®. �.wusGm mmrw Runex Nm
M101 W YW'P nxflAM xlxM 161 WY ffY M D194 xA01
RH®I IIO 0011 R BI DbxWL uc
na ouxmn. M W.x uR coos NLWv.Rm amlt u u
.vwmx a vxlmxl uxru, s vxpvnv a an ocmRn, uc
N9 6 X�m�s Iam�p�wxlDT V dIVAY1IG IM OIIPA XNfLI
IYbIRYn pG
pl pp6Uf IIC ®(qp tIDIB
Ill OI�fi149WLWxHLNpM RLI HIMmMWLIW M
WIYYLIDt 6 Pd069E M M OWaUd a Mt PCEfI6
m xun r¢am voo. W uvn' xRn
nsom o:
wnx n
tRou m
sxU
�A
P....
•
......
\\ �/ /
• No.,76910 =_
UJ
STATE OF
,h••
nNAl-
MR
xNacs WEN JR M E
npmx vnmou vo. nmlx
90WC
DEfARS
RD A
5-7.2
t^ . r
UL Design U419
WALL RATING - 1 HOUR
1. 3 51W METAL STUDS AT 24" O.C. MIN. OR PER PLANS
2. 5/8" TYPE 'x' DRYWALL 4' WIDE• APPLIED
VERTICALLY/HORIZONTALLY. SCREW ATTACHED
TO STUDS AND PLATES WITH 1 1/4' LONG
TYPE 'W STEEL SCREWS SPACED B' O.C.
•DRYWALL MUST BEAR THE UL CLASSIFICATION
MARK.
3. R-11 BATTS INSULATION BEARING THE UL
CLASSIFICATION MARK
E.IrW •m to bourn O .1 U
OI/T typo X JWaE
a
R-11 WaIY YWalbn
F
D/f FY. fsd. Can vlalbdad to
a
Wtd •tu . 1-5/w /C' avwa a el B' ec aGRe/IYa
c
1b�a�.5/y�1�sytbe RwJ fir
um i Railn9 alj �au�bd TV I RuRE
WW W% RY 11�
.rT
m
ayW�b alpI un w.�6M".on Plan
r Ga1vY m b Mom! m H4tr raM1E Veda
N
SbW - DO INO
fiv.tWemW Pr Roan SduRM.
ONE HOUR RATED NON —BEARING
Scale : NTS
BUILDING EXISTING NOTES:
I. THE ONOAGIOR 9WL VST THE SITE PRIOR TO 00 AND BE AWARE OF ALL DOSING CONDITIONS AND
NISFEROM
2 THE COINACTOR SWL OM CONDITION FOR DOW WRING NSUADON RD MR THE CNENR
AROIDFCT, OR DOM OF ANY DANGEROUS CONDITIONS.
1 DE CONOACIOS SHALL BE HELD RSPONSDE FOR HOOD VISITED THE SIIE AND HOW FAYAlAC®
HIYSFIF WITH ALL 961LNG OODIIIOS ANY OFSM OR D60EPARM RNM WIN REGVD TO
THE DROEINGS WALL BE BROUGHT TO DE AMTON OF DE BUEMNG DIG M BUM AAIWIDIG
A PROOSN. FERD WDSURE DOSING CODIITONS PROR TO FAMtlGTDN OF ALL WATDGLS
A ALL DMENWONS AND DEMONS SHOWN ON THE DR.UIINGS SHUL BE FED
VTRFIED Wr THE COORW90R
E F WHIMS. O STI ES. STRENGTHS OR SWS IMED BY THE ORAATTCS OR
SPFLiWONS ARE NOT N AMMM WITH DFSE NOTES. THE BETTER
OWEY AND/IS GROUSE OWNDFY. STRENGTH OR Slff MCUED. SPRfID
OR NOTED SH41. BE PROVIDED W0 APPROVED RY FOR PROR TO DSIN1AON
KITCHEN REMODEL
SOCIAL ROOM
PRINCESS CONDOMINIUM
9650 S OCEAN DRIVE
JENSEN BEACH, FL 34957
rw S M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
20B 9W OCEAN BOULEVARD
STUART. FLORIDA 34994
•A•A2-220-4601
W .CSM'E.NET
CERTIFICATE OF AOTHORIZATION: 29057
Exterior to receive min. 5/8" stucc
MOH[R Wf MM 4, 6Ma NS p0.NEX Ul OgaR
Provide one layer of
uD Ella veoawrc,� �[ran.ao wnn�Va wt laR
aIYIYOiY FIIM MI rW�M.' M FS/a5 Fllp
N D
5/8)I type X drywall on
1 16"
�a9 LDElVIR l914YN(WL.IIG
e"pgLMauwaa�wmRRwau
.mamt r m®or. a. m aamc
x pt Urring strips at o.c.
on interior face of block wall
:v° o. a��w mm"a smM mwom
m �m
Existing Block wall built using
4
Rinker 1 hr. rated CMU blocks.
RRE �.R'°°r"""a'"a
Fill cells with concrete and
X
1 #5 bar vert. at 48 a.c.
w
vertical steel to have min.
4aan
RaaA
30" lap
I
A D
One Hour
Wall Masonry Detail
V.. g
NTS
Blok i
cs existing to remain
: No.176S10 =
-* •:
*
��Q '• STATE OF
-
,p
A DAADrN JB - // DATE I
FIRE -WALL
S-7.3