HomeMy WebLinkAboutRequest CAB #09-06- 7/06/2009COMMUNITY APPEARANCE BOARD
BOARD DECISION OF REQUEST
CAB Request No. 69-0(o
Date Request to be considered by the Board: .J'u(y 2OJI.0Oq
BOARD ACTION TAKEN:
Approved as Submitted and Presented.
Approved with the following condition(s):
C.D lot
P4.; 0 r, -Jr w► , Y ¶ k;f /ac S;.v►-i/a f 44st 0
4t vvin(noat_ prom" Jeff as a mchl
""e7„, pe.e, r
Postponed for Additional Information.
Denied because of the following reason(s):
Note: Reference City Code Sections: 22-43 (b), Expiration of Approval; 22-45,
Appeal of the Board's decision.
Signatdffe of Chairperson
. C O UNITY APPEARAN
APPLICATION & GENERAL INF
TO BE COMPLETED BY APPLICANT
Type of Request:
2 u iv; T Tow,✓ t/o/►?�
C I?C ADTI
CAB No. 09-06
bbean"Vi las
2-unit Townhouse CAB 7-6-09
Loth 10 Madison Avenue
ari
Date Submitted: TS 0)1 qacci
Project Name (if Applicable): CO; 6,3 ,v /; 3 T,s
Project Address: /4 .sue N f /f
Legal Description: Section 23 , Township Z'/.)-- ,
Range 37 E , Lot(s) 1 o , Block / y
Parcel
Subdivision: Alit) 7'14e' Sag-
Name(s) of Property Owner(s): VAN;,5L 1 MIA/ire,+./
4ov,)
Owner(s) Address: (oa G-11/ i oR4Q , Gip, FL 3213 j
Phone#: 32 / - Td Y- SD,SB' Fax#:
Applicant Name: 'RN FL M.
Applicant Address: Loa C ll ( £Co C., 6,
FL 32 q 3 /
Phone#: 321- rt. r So51 Fax#:
(Office Use Only)
Is application completed /No
If no, date application returned to applicant:
Date/Time Board will consider request: �u ( ao_ . cog G '7 p.m.
Application Fee: -0 75L7c> Fee Paid: � � 1Vo
Application Reviewed by: ��-
Date Reviewed: 6,/10(o?
int-1
Lain
-3-
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CONCEPT PLAN REQUIREMENTS
(LEVELS I & II)
(REQUIRED FOR THE NEW DEVELOPMENT OF UNIMPROVED PROPERTY)
�1. Dimensions and orientation of the parcel.
.4. Location, height and use of the building(s), structures and encroachments
(existing and proposed).
✓3. Location and arrangement of man-made and natural ground cover.
�4. Proposed ingress and egress facilities.
Preliminary landscaping plan.
NA6. Unusual grading or slopes, if any.
�1. Height, materials, colors, and location of fences/walls.
Location, size and graphic content of proposed exterior signs, outdoor
advertising or other constructed elements other than habitable space.
Op. Such other architectural and engineering data as may be requested to
clarify the presentation.
/10. Size, height, number of units, and location of proposed and existing
structures.
✓11. Dimensions.
/12. Total gross area and percentage devoted to structures, parking and
landscaping.
�3. Number of parking spaces.
0.14. Traffic flow diagram.
✓15. Parking and/or driveway(s).
(continued on next page)
-6-
CONCEPT PLAN REQUIREMENTS (LEVELS I & II) - Continued:
✓16. Zoning districts of neighboring properties:
a North R-0), South _East {K_A West
17. Location of parks, canals, waterways, boat slips, swimming pools,
recreation, dumpster and type of dumper screening, dune crossover,
fences/walls, and signs (as applicable).
Sidewalks: existing proposed /
18.
i9. Location and type of landscaping.
✓ 'o. Total square footage of building areas including: living and under roof.
21. # of parking spaces # of handicap spaces
-7-
LEVELS I & III `6
Commercial & industrial projects 850 sq. ft. or less
1-3 residential units
Sign
fences (1 to 3 residential units)
single family residential addition 850 sq. ft. or less
c Rtta5-E
No, oq-alo
change of exterior building or roof color upon commercial
buildings or structures within the C-1, C-2, and M-1 Zoning
Districts on N. Atlantic Avenue & Astronaut Boulevard.
REQUIRED INFORMATION
Vicinity Map locating all zoning classifications
(10 Copies)
For new development of unimproved property,
a concept plan locating improvements.
(10 Copies)
C—Minimum of three color photographs of site
and setting, including surrounding properties.
(----At least two elevations to scale.
(10 copies) (Level I only)
L_Sample of actual materials, textures and colors.
(may be presented at Board Meeting)
YES NO
-4-
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6 GiION 23, 1OWN6FIIP 24 50Uth, RANGE 37 EA61
G I tY OP GAPE GANAVERAL., OMARO GOUN1Y, PI.OR I OA
SUBDIVISION BEING A ' REPLAT' OF LOT 10. BLOCK 14. AVON-BY-THE SEA DESCRIBED AS FOLLOWS:
LEGAL DESCRIPTION
LOT 10, BLOCK 14, AVON-BY-THE SEA, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 3. PAGE 7 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA.
AVON-BY-THE SEA PLAT BOOK 3, PAGE 7
LOT 1, BLOCK 14 LOT 2. BLOCK 14 LOT 3. BLOCK 14
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RIGHT ELEVATION
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ERIEF 103' 4
BOTTOM EL - 8.B'
WIDTH VARIES
TYPICAL RETENTION CROSS SECTION NTS
STORM WATER RETAINAGE CALCULATION
RETAINAGE REQUIRED:
- 507 12571"/12.521 N ET
FIRST INCH OF RAINFALL FOR TOTAL PROPERTY
RETNNAGE PRONGED:
- (217 4038712 . 672 [OFT
PROPERTY DESCRIPTION'
LOT10, BLOCK16
roe AVON BY THE SEA
PLAT BOOK PAGE7
PUBLIC RECORDS OF RIREVARO
CI MADISON AVE. Na FOOT ROVO ,ten,
SITE PLAN SCALE: 1•-m'
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UNIT AREAS -
EACTI DUPLEX NAS THE IOIIOWING FLOOR AREAS:
AREA
FIRST FLOOR LIVING 853
SECOND FLOOR LMNG 087
TOTAL LOAM 1,740
GARAGE 359
FIRST FLOOR ENTRANCE 36
TOTAL AREA 2,133
LOT AREA- 50'0 125'- 6,250 5F
BUILDING FOOTPRINT.. 33,67'X 7l'. 2,192 SF
% OF LOT COVERED BY BUILDING - (100W,492 SF/0,250 SF - 399 %
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FRONT ELEVATION
WOOD TRUSS AND FRAMING NOTES:
1. ALL W000 TRUSSES SHALL BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURER'S
FLORIDA REGISTERED ENGINEER.
2. TRUSSES SHALL BE ADEQUATELY BRACED DURING ERECTION AND NO CONCENTRATED LOAD
RNLI BE APPLIED DEFOEE TRUSSED ROOF SYSTEM IS COMPLETE.
3. TRUSS SPACMG SHALL NOT EXCEED 26" 0.C. UNLESS APPROVED BY THE ENGINEER AND
OTHERWISE NOTED. MI OTHER FRAMING SHALL BE 16" 0 C UNLESS OTHERWISE NOTED.
4. ALL CONNECTIONS ARE TO BE STRAPPED OR SECURED FROM FOOTING TO TRUSS.
5. ATTACH STROPPING TO JOISTS AND STUDS AND ATTACH HURRICANE ANCHORS TO EACH END OF
EACH TRUSS ALL ANCHORED IN ACCORDANCEWITH THE MANUFACTURER'S INSTRUCTIONS ARID THE
DRAWINGS
6. GIRDER TRUSSES TO BE SUPPORTED BY POURED VOIDS AT EACH BEARING PONT UNLESS NOTED,
FRAME WALL HEADERS SHALL BE MADE OF Q1 2"e 12 SYP AR W/ 1/2" PLYWOOD BETWEEN.
7. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE, STRUCTURAL GRADE N2 KILN DRIED
WITH A MODUTAS OF ELASTICITY OF 1,400300 pal. 0R BETTER.
R ALL STRUCTURAL FRAME MEMBERS EXPOSED TO 1HE ELEMENTS SHALL BE PROPERLY
WEATHERPROOFED R.T.I.
NOTES:
1. HURRICANE ANNORS CALLED ODTANE SIMPSOM.
2. 15132" PLYWOOD ROOF PANELS TO BE STAGGERED AND
NAILED Wild NAILS-4-0.0 EDGES AND 6.0.0 FIELD.
2ND FLOOR EXTERIORS. SHEAR WALL 5/0- PLYWOOD
PANELS TO BE STAGGERED AND NAILED WNd NALLS-
6"O.C. EDGES AND 6.0.C. FIELD.
3. ALL CONS1RUCTION TO BE IN ACCORDANCE WITH THE
LATEST ACCEPTED VERSION OF THE FOC, NEC MD
CITY OF CAPE CANAVERAL CODES.
4. LIVING AREA DESIGN LIVE LOAD - 40 PSF
ROOF DESIGN LIVE LOAD -16 PSF.
6'CONC 6'CONC I WIND LOAD INFORMATION BASED ON AP1 ER16,
2MP1 FLORIDA BUILDING CODE.
CN
BASED ON TH
s -.,, II 1' I. BI.*W.d Speed E 130 MPWING:
I. Wind Exposure
Faaaa-1
ono. ene--. 3. WInd EMPe Ieaa-C
[ors RAB•MATUM RAG NOTES: 4. Applicable ,,,le ..,d Madding 7 C,D,.g.ient d •7. 0.11
- 6• FIBERMESM COMP PSI CONCRETE ) 5. CamVVovn. and Cladding to be Deigned lea Wind
B• SUBGRADE, COMPACTED TO 98% MAXIMUM DENSITY PER AASNTO T-IMP. Loetls v F.Il.wc
CONCRETE DRIVEWAY PAVING SECTION NTS Meem Roof Height - 25 Net
EFFECTIVE WIND LOAD
WIND AREA PSF
10 SOFT • 36E1 .492
20 SO FT •35.1 -66A
50 SO FT •329 .415
AND OVER
Where • - AN, toward; .- NANM Amy
114'01'-0'
ELEVATION VIEWS
14 SDBGR4DE
CONC
SIDEWALK 4' THICK, 6• THICK
nu,z AT DRIVEWAYS, 3,000 pal CONC.
CONSTRUCT PER ACT. ROAD
RECOMMENDAII0N5/7
CONC
TYPICAL SECTION • BUILDING TO ROAD CONCRETE DRIVEWAY NTS
MADISON AVE.
CIIROII L GUT
PROFESSIONAL BIOMEER
No. 6011. Sate of Hod.
1642 S. Banana Rn.1Gr
Merrill !nand, Florida 32562
(321)453-3565
NEW TOWNHOUSES
FOR DAN COON
AVON VINE SEA
Cape Canaveral, FL
sMMNOTED
dal. %ra.W
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ELEVATIONS
& SITE PLAN
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