HomeMy WebLinkAboutRequest CAB #01-21 5/21/2001COMAIIIiNITY APPEARANCE BOARD
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APPLICATION & GENERAL INFORMATION 3kqn
TO BE COMPLETED BY APPLICANT
Date Submitted: trial � 3►oo1
Project Name (if applicable): y ,a/Q Jne/',n,uq
Project Address: 1 l0 Z
Legal Description:
Section 2 , Township ZI , Range 37
Lot(s)/ 7girrr /S , Block ¢ , Parcel
Subdivision: ,4von- - bl j�- c�
y
Name(s) of Property Owner(s): ioty/ o
Owner(s) Address:
Phone#: 78a-8o?a
Fax#: 724-- .36.0
Applicant Name: ,' ?& /47 ("17,'te
•
Phone#: 78¢ ' 80 f Fax#: 781- ,56p 44-
Date: a) ZOO
ffice Use Only)
Is application complet.EO.
If no, date application returned to applicant:
Date/Time Board consider request: 1'Y1ru' at ,�( `1' �? rr> .
Application Fee: , C )
Fee PaiI O
Application Reviewed by 2
Date Reviewed: � ��
-3-
e - / ? 35
LEVEL I
Commercial & industrial projects 850 sq. ft. or less
1-3 residential units
all signs
fences 1 to 3 residential units
single family residential addition 850 sq. ft. or less
REQUIRED INFORMATION
DOCUMENTS SUBMITTED YES NO
Vicinity Map locating all zoning classifications
(9 Copies)
For new development of unimproved property,
a concept plan locating improvements.
(9 Copies)
Minimum of three color photographs of site
and setting, including surrounding properties.
At least two elevations to scale.
(9 copies)
Presentation of the materials, textures and colors.
(may be presented at Board Meeting)
Application Complete: y e5
Application Incomplete:
Application Reviewed by: 5Xc-
Date:
q,7 1
-4-
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BLOCK 59
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Burlingham & Associates, Inc.
CONSULTING STRUCTURAL ENGINEERS
POST OFFICE BOX 434
MELBOURNE, FL 32902
PHONE: 321.723.7285
FAX: 321. 951 . 3256
DATE: 1 MAY 2001 PAGE: 1 OF 1
PROJECT: ARTESIA CONDOMINIUMS: SALES SIGN
.11y: Sean C. Burlingham, P.E.
_CALE: 3/8" = 1'-0"
8'-0"
2x6 MEMBERS
(16d NAILS A5 SHOWN)
12"
POSTS
24"x24"x3'•
.
DEEP CONC.
/ AROUND
\POSTS w/4 ft.>
EMBEDMENT,
am/ OR1ft.
EMBEDMENT \
/ w/o CONC` \/
/%//%j%/j%AA//j\//�
PROVIDE ANTI -TERMITE TREATMENT—'
IN SOIL AT POST LOCATIONS
ELEVATION
SECTION: WOODEN SIGN
48"(nom.) PLYWOOD
NAILED TO SIGN
FRAMING w/ I0d
NAILS es' o.c., TYP.
2x6 MEMBERS (I6d
NAILS A5 SHOWN)
2x6 NAILER
SECTION
POSTS
SCALE: 34' =
NOTES:
1) ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP' AND MATERIALS SHALL CONFORM
WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW:
t AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 1994 4 SUPPLEMENT.
2) ALL LUMBER SHALL BE PRESSURE TREATED SYP NO. 2, 15% MAX. M.C., PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARPS CI, C2 AND C9 LATEST EDITIONS, WITH
A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5.
3) ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4) DESIGN WIND LOAD A5 PER ASCE 1-199$ 125 mph FOR CAPE CANAVERAL, FLORIDA.
5) PROVIDE ANTI -TERMITE TREATMENT IN SOIL AT LOCATIONS OF 6x6 POSTS.
Burlingham & Associates, Inc.
CONSULTING STRUCTURAL ENGINEERS
POST OFFICE Box 434
MELBOURNE, FL 32902
PHONE: 321.723.7285
FAX: 321. 951 •3256
DATE: 1 MAY 2001 PAGE: 1 OF 1
PROJECT: ARTESIA CONDOMINIUMS: SALES SIGN
$Y: Sean C. Burlingham, P.E.
SCALE: 3/8" = 1'-0"
8' • O"
12"
2x6 MEMBERS
(16d NAILS AS SHOWN)
NAILERS
6x6 POSTS
\\ ,\\ ,\\ ,\\ ,\\ \
24"x24"x3'�/�_
\ DEEP CONC.
AROUND
/ '�' '\POST$ w/4 ft.>
,�i�,;�� EMBEDMENT,
R "I
Oft. \
\ EMBEDMENT
w/o CONC.
PROVIDE ANTI -TERMITE TREATMENT —
IN SOIL AT POST LOCATIONS
ELEVATION
SECTION: WOODEN SIGN
11
12"
/to
NOTES:
1) ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM
WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW:
* AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 1994 4 SUPPLEMENT.
2) ALL LUMBER SHALL BE PRESSURE TREATED SYP NO. 2, 19% MAX. M.C., PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARDS CI, C2 AND C9 LATEST EDITIONS, WITH
A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5.
3) ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4) DESIGN WIND LOAD A5 PER ASCE 1-1998 125 mph FOR CAPE CANAVERAL, FLORIDA.
5) PROVIDE ANTI -TERMITE TREATMENT IN SOIL AT LOCATIONS OF 6x6 POSTS.
i
ito‘
POSTS
SECTION
4•8"(nom.) PLYWOOD
NAILED TO SIGN
FRAMING w/ I0d
NAILS 88" o.c., TYP.
2x6 MEMBERS (I6d
NAILS AS 5E-IOa1)
2x6 NAILER
SCALE: sib" = I'-�"
Burlingham Br. Associates, Inc.
CONSULTING STRUCTURAL ENGINEERS
POST OFFICE BOx 434
MELBOURNE, FL 32902
PHONE: 321.723.7285
FAX: 321. 951 • 3256
DATE: 1 MAY 2001 RAGE: 1 OF 1
PROJECT: ARTESIA CONDOMINIUMS: SALES SIGN
By: Sean C. Burlingham, P.E.
SCALE: 3/8" = 1'-0"
a,-0"
4
2x6 MEMBERS
(16d NAILS AS SHOWN)
NAILERS�`--'
12*
w O',- 24 x24 x. -
►- R\ DEEP CONC.
0 / AROUND
U -(4°g x.. \POST$ w/4 ft.>
6�.�,`�`" x�� EMBEDMENT,
OR 1 ft. �//
3 // \
\ EMBEDMENT
/ w/o CONC.
POSTS-
L
12*
PROVIDE ANTI -TERMITE TREATMENT-"
IN SOIL AT POST LOCATIONS
ELEVATION
SECTION: WOODEN SIGN
5/8"(nom.) PLYWOOD
NAILED TO SIGN
FRAMING w/ 10d
NAILS 88' o.c., TYP.
2)(6 MEMBERS {16d
NAILS AS SHOWN)
2x6 NAILER
SECTION
bxb POSTS
SCALE: V/e' = I' a'
NOTES:
1) ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM
WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW:
* AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 1994 4 SUPPLEMENT.
2) ALL LUMBER SHALL BE PRESSURE TREATED SYP NO. 2, 19% MAX. M.G., PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARDS CI, C2 AND C9 LATEST EDITIONS, WITH
A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5.
3) ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4) DESIGN WIND LOAD AS PER ASCE 1-1998 125 mph FOR CAPE CANAVERAL, FLORIDA.
5) PROVIDE ANTI -TERMITE TREATMENT IN SOIL AT LOCATIONS OF bxb POSTS.
Burlingham & Associates, Inc.
CONSULTING STRUCTURAL ENGINEERS
POST OFFICE SOX 434
MELBOURNE, FL 32902
PHONE: 321.723.7285
FAX: 321. 951.3258
DATE: 1 MAY 2001 PAGE: 1 OF 1
PROJECT: ARTESIA CONDOMINIUMS: SALES SIGN
Sean C. Burlingham, P.E.
.SCALE: 3/8" = i'-O"
8, _ O"
2x6 MEMBERS
(16d NAILS AS SHOWN)
r
NAILERS
12"
6x6 POSTS
1
12"
2 w j",24" x 24" x 3'
E i
0 \""F `" \ DEEP CONC. >j\
l'Aui s
: {' AROUND
to i' ./ - POSTS w/4 ft.>
\/� EMBEDMENT,
l) r* , OR 1 ft. //
0 \\' i \ EMBEDMENT \
\i j\// w/o CQNC. \/
\f //%\ /2\ j\ /:\//j\//jam//% A
PROVIDE ANTI -TERMITE TREATMENT
to
w
3
IN SOIL AT POST LOCATIONS
ELEVATION
SECTION: WOODEN SIGN
5/8"(nom.) PLYWOOD
NAILED TO SIGN
FRAMING w/ 10d
NAILS se' oc., TYP.
2x6 MEMBERS (I6d
NAILS AS SHOWN)
2x6 NAILER
SECTION
SCALE: Nis* =
NOTES:
1) ALL WOOD FRAMING CONSTRUCTION, UJORKMANSHIP AND MATERIALS SHALL CONFORM
WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW:
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 1994 4 SUPPLEMENT.
2) ALL LUMBER SHALL BE PRESSURE TREATED SYP NO. 2, 19% MAX. M.G., PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARDS Cl, C2 AND C9 LATEST EDITIONS, WITH
A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5.
3) ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4) DESIGN WIND LOAD AS PER ASCE 1-1998 125 mph FOR CAPE CANAVERAL, FLORIDA.
5) PROVIDE ANTI -TERMITE TREATMENT IN SOIL AT LOCATIONS OF 6x6 POSTS.
Burlingham & Associates, Inc.
CONSULTING STRUCTURAL ENGINEERS
POST OFFICE BOX 434
MELBOURNE, FL 32902
PHONE: 321.723. 7285
FAX: 321. 951 • 3258
DATE: 1 MAY 2001 PAGE: 1 OF 1
PROJECT: ARTESIA CONDOMINIUMS: SALES SIGN
BY: Sean C. Burlingham, P.E.
SCALE: 3/8" = i'-0"
2x6 MEMBERS
(16d NAILS AS SHOWN)
POSTS
�w i/'k'`� 24"x24"x3'
E ~ _ \" JEEP CONC. \ i\\
AROUND
ill U in ' j `'�'� PO$T5 w/4 ft.>
E 6 \ , EMBEDMENT,
w - �„, OR 1 ft. //
0 ' _ i \ EMBEDMENT \
1t /\,\// w/o CONC. \/
1
12"
6
1
PROVIDE ANTI -TERMITE TREATMENT
IN SOIL AT POST LOCATIONS
ELEVATION
SECTION: WOODEN SIGN
%"(nom.) PLYWOOD
NAILED TO SIGN
FRAMING w/ 10d
NAILS 41S' o.c., TYP.
2x6 MEMBERS (I6d
NAILS A5 SHOWN)
SECTION
2x6 NAILER
POSTS
SCALE: 46" = 1%40"
NOTES:
1) ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM
WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW:
* AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 1994 4 SUPPLEMENT.
2) ALL LUMBER SHALL BE PRESSURE TREATED 5YP NO. 2, 19% MAX. M.C., PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARDS C1, C2 AND C9 LATEST EDITIONS, WITH
A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5.
3) ALL FASTENERS SHALL BE GALvANIZED OR STAINLESS STEEL.
4) DESIGN WIND LOAD AS PER ASCE 1-1998 125 mph FOR CAPE CANAVERAL, FLORIDA.
5) PROVIDE ANTI -TERMITE TREATMENT IN SOIL AT LOCATIONS OF 6x6 POSTS.
Artesia Condominium
Looking South Looking East
Looking West
Looking North