HomeMy WebLinkAboutTransmittal Letter,g
2980 S. 251h Street
Culpepper & Terpening, Inc. (FormG8lo) Fort Pierce, Florida34982
Phone: (772) 464-3537
64-9497
Transmittal Letter Fax: (772) eng.co www.ct-eng.cm
m
PROJECT: OceanGlass PUD - Units 1 and 2 PROJECT NO.: 18-148.002
DATE: 12/10/20
TO: St. Lucie County Building Dept .
Attn: Angela Vassar
RECEIVED
2300 Virginia Ave.
Ft. Pierce, Fla., 34982
DEC 10 2021
FROM: Dennis Murphy
Permitting ®epartmant
• Culpepper & Terpening, Inc.
St. Lucie County
2980 South 25th Street
Ft. Pierce, Florida 34981
WE TRANSMIT: ❑Attached
❑ Under Separate Cover
VIA: ❑Federal Express
El Mail
DE -mail
[]Hand Delivery
Fax
DOther
FOR: ❑Approval/Action
❑Information
DUse as requested
❑Comment
❑Distribution
[]Other
THE FOLLOWING: ❑Change Order
DComputer Discs
❑Copy of Letter
❑Digital Files
❑ Drawings
❑ Payment Application
❑Payment Certificate
❑Prints
❑Plans
❑Shop Drawings
❑Specifications
❑Submittals DOther
ITEM p NO. OF DOCUMENT FORMAT DESCRIPTION
NO. COPIES DATE
1 4 PDF Copies of Survey units 1 and 2 - OceanGlass PUD
2 3 PDF Copies of Building Plans units 1 and 2 - OceanGlass PUD
3
4
5
6
REMARKS:
Angela:
Please see attched. These are the hard copies of the docuemnts I sent over earlier today. Any questiosn, please
let ern know
RD) 2-10- Cottel 4V IV— Ar
Cc:
z
3
m
m
D
2 Z
N D O D
O
0 ,1p.
DN
O
fio W
v
z
....
x Z j
Z m
03
N
A
in in in m m V
m
<
W
O
0 +
z ? Q1
to 2 3
O J0
y
m m W m m m
p 3
r Z Z
y
Z
Z Z Z Z Z Z
<y O
y
O
2
O
O O O O O O
C
1'
m
r 6�
m D
ut m vl In u, en u, u, vl N ar p Z ,n u, Z p p,n u, in
D :0-_I
0o co W W oo W bo bo W W W oo W` ba oo oa m W &, W W W W bo W W bo
m W m m W m m m m rn m m o, D m m D W W m m m m W W m W m rn
>
O m
i
Z
W W p Sn 'W 9, O, O, W O, C, O, C, ,z m Q, Z c, W G, O, p G, W Of p W p Of
N N N N N N N N N N N
o m T
y
N N N
A A A A A A A A P
r
O
Z p
� T
A
w0
. m . . . . . . W . . . w, .D m a D oo m bo W co 00 b.00. W ao 0o ao
m m m W m m m m m m m m c,, m m m m m m m m W m m m
� m
p p
m T
�p T
v m
O
v
A A A A A A A A A A A A A A A A A a A A A A A A A A A
W W W W W W W W W W W W WW WW W W W W W W W W W W W
O
.n
O
T
D
•'Zw
w w w w w w w w W ww Z w w w w w ww ww w ww W
w
w w w w w w w w ww w w
mO
m N O
O
.
O
3 T
D T
T
P. P. P. O] F. Oo W P. P. Oo OG P. 61 Z P.W Z W P. W P. P.00 P. W OC Oa 00
0
m
O m
O m
z
6
0 m
O m
O
O p m�.�
D m
m m m m m m m m m m m n a D c1Oi m 3' m m m m m m m m m m m m
O O Z n
m
O Z
v
v
m
3
D
m X_
A A A A N N A A A N A N A z A N z A A N A N A A A A N A N
N N N N N N N N N D N D N N N N N N N N
= O
A
Q
O
T
vm
_ m
En K
O O O O O O O O O O O O O D O O< 0 0 0 0 0 0 0 0 0 0 0 0
2 D
O O O O O O O O O O C O O r O O r 0 0 0 0 0 0 0 0 0 0 0 0
A A A A A A A A A A A A A C A A C A A A A A A A A A A A A
'� Z
m m
z
vROOD ELEVATION
6.Z4N.A.V.D
UNIT 1 GROUND F.F.E UNIT 2 GROUND F.F.E DESIGN FL000 ELEVATION I BASE FLOOD ELEVATION PER FEMAS NFHL MAP
5.86 NAVD 5.86 NAVD DESIGN FLOOD ELEVATION - 6.24 NAVD I ZONE -AE- ELEVATION 5'-0- NAVD
I
SEE REVISED DATA ON THESE PAGE.
OD ELEVATION
4 N.A.'.D —�j T
UNIT 1 UNIT 2
A,� DUP SEX FRONT (NORTH) ELEVATION TYP
EXTERIOR iINISH SCHEDULE
&QLNOTL
MATERIAL
MANUFACTURER
COLOR
UNOERLAYMENT
O
COMPOSITE METAL PANEL
ALUCOBOND
WHITE
MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL
O
FIBER CEMENT ARCHITECTURAL WALL PANEL
NICHUM
MIRAIA
MOISTURE BARRIER OVER EXTERIOR DENS GUS WALL PANEL
Ol
FIBER CEMENT LAPSIDING WALL PANEL
NICHIHA
SPRUCE
MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL
O4
EXPOSED CONCRETE
CAST ON SITE
T.B.D
NIA
O
FIBER CEMENT LAPSIDING WALL PANEL
NICHIRA
SPRUCE
MOISTURE BARRIER OVER FIBER CEMENT SHEATHING, LIGHT
GAUGE STUD FRAMING B CABLE BRACING STRUCTURE
NOTES:
ROOD VENT NOTES
- TERMITE TREATMENT: PROVIDE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. TREATMENT CERTIFICATE SHALL
PROVIDE THE PRODUCT USED, INDENTITY OF APPLICATOR, TIME AND DATE OF TREATMENT, STE LOCATION, AREA TREATEMENT, CHEMICAL USED, PERCENT 'TOTAL ECLOSED AREA MEASURED FROM
CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABLISH A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL BARRIER METHOD FOR EXTERIOR FACE OF ENCLOSURED WALL IS 1,257 SF
TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. -EACH ENCLOSED AREA SHALL HAVE AT LEAST
-THRESHOLD BUILDI NG STATEMENT:THAT, TO THE BEST OF THE ARCHITECTS OR ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE TW0121 FLOOD VENTS.
APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS -OPENINGS SHALL BE LOCATED ON AT LEAST
SECTION AND CHAPTER 672, FLORIDA STATUTES. OIFERENT WAI I c-
-FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE FLOOD ELEVATION 'THE BOTTOM OF EACH OPENING SHALLNOT BE
SHALL BE FLOOD-OAMAGE-RESISTANT. LOCATED HIGHER MAN 1T ABOVE HIGHER LEVEL
OF THE ENCLOSED AREA
-INSTALLATION OF EM IOR GEORGA PACIFIC DENSGLASS PANEL OVER THERMASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF .HOOD VENT MUST MAINTAIN FLORIDA BUILDING
BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO-Ol OF ARCHITECTURAL SET OF DRAWINGS. CODE PRODUCT APPROVAL AND BE INGENEERD TO
- SEE STRUCTURAL SB1-17 TO IDENTIFY WIND ZONE AREAS AND RELATED WINO LOAD ANALYSIS. COVER A MIN05UM OF 200 SQ FT PER B-XIV VENT.
wr. �ht
arhi ecf
Ilc
:Bmu. D.2D]el
y
pF FLO
4' mw .� 4
• FG%gTE��(�I�RG`*4
Nv. �Desviptim Date
2 R,4im 2 11/11/20
IFC 12/15/20
BUILDING 1
DUPLEX TYPE 2
ELEVATIONS
emnuree:
a.xymte:
Al -30
O xo coxsrRucnm
■ =EDFoacoxnxecrox
9 FI n;D ELrvancN
u.A.v.D
UNIT 2 UNIT 1
/21 DUPLEX BACK (SOUTH) ELEVATION TYP
AI.31 tla'• 1.0'
UNITIGROUNDF.F.E UNIT 2 GROUND F.F.E DESIGN ROOD ELEVATION BASE ROOD ELEVATION PE0.FFMAT NML MAP
5.86 NAVO 5.86 NAVD DESIGN FLOOD ELEVATION - 6.24 NAVD ZONE'AE' ELEVATION 5' T NAVD
8�
SEE REVISED DATA ON THESE PAGE.
FLOOD ELEVATION
6.24 N.A.V.D
EXTERIOR FINISH SCHEDULE
MATERIAL
MANUFACTURER
COLOR
UHUERLAYMENT
1O
COMPOSITE METAL PANEL
ALUCOBOND
WHITE
MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL
2O
FIBER CEMENT ARCHITECTURAL WALL PANEL
NICHIHA
MIRAIA
MOISTURE BARRIER OVER EXTERIOR DENS GLAS WALL PANEL
EEEVNOTE
3O
FIBER CEMENT LAPSIDING WALL PANEL
NICHIHA
SPRUCE
MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL
O4
EXPOSED CONCRETE
CAST ON SITE
T.B.D
N/A
OS
FIBER CEMENT LAPSIDING WALL PANEL
NICHIHA
SPRUCE
M015TIIREBARRIER OVER FIBER CEMENT SHEATHING, LIGHT
GAUGE STUD FRAMING B CABLE BRACING STRUCTURE
NOTES:
FLOOD VENT NOTES
TERMITE TREATMENT: PROVIDE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. TREATMENT CERTIFICATE SHALL
PROVIDE THE PRODUCT USED, INDENTITY OF APPLICATOR, TIME AND DATE OF TREATMENT, STE LOCATION, AREA TREATMENT, CHEWCAL USED, PERCENT -TOTAL ECL05ED AREA MEASURED FROM
CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABUSN A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL BARRIER METHOD FOR EXTERIOR FACE OF ENCL05URED WALL IS 1,257 SF
TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL .EACH ENCLOSED AREA SHALL HAVE AT LEAST
-THRESHOLD BUILDING STATEMENT:THAT, TO THE BEST OF THE ARCHITECTS OR ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE TWO (2) FLOOD VENTS.
APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FlRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS .OPENINGS SHALL BE LOCATED ON AT LEAST 2
SECTION AND CHAPTER 633. FLORIDA STATUTES. DIFERENT WALLS.
-FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERLA S PROPOSED BELOW BASE FLOOD ELEVATION -THE BOTTOM OF EACH OPENING SHALL NOT BE
SHALL BE FLOOD -DAMAGE -RESISTANT. LGCATED HIGHER THAN 1T ABOVE HIGHER LEVEL
OF THE ENCLOSED AREA
-INSTALLATION OF EXTERIOR GEORGIA PACIFIC DENSGLASS PANEL OVER THERMASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF .FLOOD VENT MUST MAINTAIN FLORIDA BUILDING
ADJACENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON AO01 OF ARCHITECTURAL SET OF DRAWINGS. CODE PRODUCT APPROVAL AND BE INGENEERD TO
- SEE STRUCTURAL SB1-17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. COVER MINIMUM OF 200 SQ FT PER IFXI6• VENT.
wr. ht
crhi ecf
Ilc
V3
w
u
z
w
c
ul 6.2
LA
Ln
os
z
a
w
u
O
au l�OF FLpR
1 S�RE01`QG�•
Msbn
No. Des iph. DALD
2 REW-2 RIYMM
AFC 12/15/20
BUILDING 1
DUPLEX TYPE 2
ELEVATIONS
d %e
enm uwN
Al -31
0 Imi ISRXP Da corsicucimx
■ mum loROwsiwErXx
oml yNIT1
ROOF ROOF
48.19 N.A.V.D 48.19 N.A.V.D I —
THIRD FLOOR __ THIRD ROOK
___.....................
36.86 N.A.V.D 36.86 N.A.V.D _
ARCHITECTURAL
— W-7 _b— SAIL FENCE
W'9
.e;. SL.OHD FLOM ... SECONO FLOOR
-
Il mac_ 1ry�
P
FLOOR MAIN FLOOR .... _
FLOOD ELEVATION GROUND FLOOR GROUND FLOOR $ -'-'
6.24 N.A.V.D 5.86 N.A.V.D 5.86 N.A.V.D
i DUPLEX SIDE (EAST/WEST) ELEVATION
At-1 I /4- • 1'-0-
UNIT I GROUND F.F.E UNIT 2 GROUND F.F.E DESIGN FLOOD ELEVATION I BASE FLOOD ELEVATION PER FEMASNFHLMAP
5.86 NAVD 5.86 NAVD DESIGN FLOOD ELEVATION - 6.24 NAVp ZONE'AE- ELEVATION 5' 0- MVD
EXRRIOR FINISH SCHEDULE
REY NOTE
MAILLIAl
MANUFACTURER
COLOR
UNDERLAVMENT
tO
COMPOSITE METAL PANEL
ALUCOBOND
WHITE
MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL
O
FIBER CEMENT ARCHITECTURAL WALL PANEL
NICHIHA
MIRAIA
MOISTURE BARRIER OVER EXTERIOR DENS ISLAS WALL PANEL
O
FIBER CEMENT LAPSIDING WALL PANEL
NICHIHA
SPRUCE
MOISTURE BARRIER OVER EXTERIOR DENS GLASS WALL PANEL
O
EXPOSED CONCRETE
CAST ON SITE
T.B.D
N/A
O
FIBER CEMENT LAPSIDING WALL PANEL
NICHIHA
SPRUCE
MOISTURE BARRIER OVER FIBER CEMENT SHEATHING. LIGHT
GAUGE STUD FRAMING B CABLE BRACING STRUCTURE
NOTES:
FLOOD VENT NOTES
- TERMITE TREATMENT: PROVIDE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. TREATMENT CERTIFICATE SHALL
PROVIDE THE PRODUCT USED, INDENTITY OF APPLICATOR, TIME AND DATE OF TREATMENT. STE LOCATION, AREA TREATEMENT, CHEMICAL USED, PERCENT -TOTAL ECLOSED AREA MEASURED FROM
CONCENTRATION AND NUMBER OF GALLONS USED, TO EXTABLISH A VERYFIABLE RECORD OF PROTECTIVE TREATMENT. IF SOIL CHEMICAL BARRIER METHOD FOR EXTERIOR FACE OF ENCLOSURED WALL IS 1, 257 SF
TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. -EACH ENCLOSED AREA SHALL HAVE AT LEAST
SEE REVISED DATA ON THESE PAGE. -THRESHOLD BUILDING STATEMENT: THAT. TO THE BEST OF THE ARCHITECTS OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE TWO (2)ROOD VENTS.
APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS -OPENINGS SHALL BE LOCATED ON AT LEAST 2
SECTION AND CHAPTER 633, FLORIDA STATUTES. DIFERENT WALLS.
.FLOOD HAZARD ELEVATION: PER FLORIDA BUILDING CODE ALL INTERIOR FINISHES, TRIM AND DECORATIVE MATERIALS PROPOSED BELOW BASE ROOD ELEVATION -THE BOTTOM OF EACH OPENING SHALL NOT BE
SHALL BE ROOD -DAMAGE -RESISTANT. LOCATED HIGHER THAN 12-ABOVE HIGHER LEVEL
OFTHE ENCLOSED AREA
-INSTALLATION OF EXTERIOR GEORGIA PACIFIC VENSGLASS PANEL OVER THERMASTEEL EXTERIOR WALL PANEL WILL BE DETERMINED BY FIRE DISTANCE OF .FLOOD VENT MUST MAINTAIN FLORIDA BUILDING
ADJACENT BUILDINGS SHOWN IN CODE ANALYSIS PROVIDED ON A0 01 OF ARCHITECTURAL SET OF DRAWINGS. CODE PRODUCT APPROVAL AND BE INGENEERD TO
- SEE STRUCTURAL 551.17 TO IDENTIFY WIND ZONE AREAS AND RELATED WIND LOAD ANALYSIS. COVER A MINIMUM OF 200 SQ FT PER e7X16• VENT.
wria�ht
rcrh i ec
Ilc
�:wt�
R 9.u6o
y
No. D—hpti. Date
2 Re+isim2 11/11/20
BUILDING 1
DUPLEX TYPE 2
ELEVATIONS
Al-32
❑ xm
■ ¢SUED LOB CR+SixunlMT�