HomeMy WebLinkAboutCAB 10-02 - Caribbean Vistas Duplex - Elevationsi
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REAR ELEVATION
1 /a° = 11- n„
FRONT ELEVATION
1/4°= 1'_Oil
ELEVATION VIEWS
12
1 /4" O il
1/4 = 1 1 . Oil
14' SUBGRADE
1 .,
EXISTING SITE PLAN SCALE: 1" = 20'
0
PROPERTY DESCRIPTI.ON:
LOT 9, BLOCK 14
AVON BY THE SEA
PLAT BOOK 3 PAGE 7
PUBLIC RECORDS OF BREVARD
60'
5' EASEMENT
DECK
73'X79' 5'
GRASS I
AREA 3' POOL 3'
6. 2.� 26.67' :
�
'
I
1 8
REF SIDE
EL = 10.5' 4
� 1 BOTTOM EL = 9.8'
i
WIDTH VARIES
TYPICAL RETENTION CROSS SECTION NTS
i C
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f1'
12'
0
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0
7 -1
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N RETAINAGE REQUIRED:
5 OP
M n
5.16
rn
tfi
- 50'X 125'X1 "112 = 521 CU FT
3
m
FIRST INCH OF RAINFALL FOR TOTAL PROPERTY
I
rr
RETAINAGE PROVIDED:
_ (23'X23' 6'X12'+ 13'X19') 8 'f12 = 565 CU FT
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MADISON
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{48 F007 PU LIC
RIGHT OF
gar?
EXISTING SITE PLAN SCALE: 1" = 20'
0
PROPERTY DESCRIPTI.ON:
LOT 9, BLOCK 14
AVON BY THE SEA
PLAT BOOK 3 PAGE 7
PUBLIC RECORDS OF BREVARD
CL MADISON AVE.
(48 FOOT ROW)
PROPOSED SITE PLAN SCALE: I" 20'
MODIFICATION NOTES:
1. DEMOLISH EXISTING BUILDING, SHED, ASPHALT AND CONCRETE APRON AND DISPOSE OF DEBRIS.
2. ERECT NEW BUILDING AS SHOWN WITH CONCRETE PARKING AND SIDEWALKS AND GRASS RETENTION
AREAS.
UNIT AREAS -
EACH UNIT HAS THE FOLLOWING FLOOR AREAS:
AREA
SQ. FT.
FIRST FLOOR LIVING 1,067
LOT AREA = 50'X 125'= 6,250 SF
BUILDING FOOTPRINT = 26.67'X 80' = 2,134 SF
% OF LOT COVERED BY BUILDING = (100)2,134 SF/6,250 SF = 34.1 %
CAB REQUEST #10 -02
CARIBBEAN VISTAS
8002 POINSETTA AVENUE
�- SIDEWALK 4" THICK, 6" THICK
a LU AT DRIVEWAYS, 3,000 psi CONC.
0 -J CONSTRUCT PER A.C.I. ROAD
Cl- RECOMMENDATIONS 7
13' CONC. POINSETTA AVE.
CONC. 5 ' SIDEWALK �✓ AND
r ,, , MADISON AVE.
. 1 - C _� ....,,....rte
NEW 2 UNIT DUPLE?
FOR: DAN COON
AVON BY THE SEA
Cape Canaveral, FL.
CERTIFICATION
DRAWING NOT VALID WITHOUT SIGNATURE, I
DATE AND EMBOSED SEAL
THIS DRAWING WAS PREPARED BY ME AS A
PROFESSIONAL ENGINEER AS DEFINED IN SECTION
471.006 (7), FLORIDA STATUTES IN COMPLIANCE
WITH CHAPTER 76, 2007 FBC, BASED UPON MY
KNOWLEDGE, INFORMATION AND BELIEF AND IN
ACCORDANCE NTH COMMONLY ACCEPTED
PROCEDURES CONSISTANT WITH APPLICABLE
STANDARDS OF PRACTICE. MY SIGNATURE AND
SEAL 00 NOT REPRESENT A GUARANTEE OR
WARRANTY ER HER EXPRESSED OR IMPLIED.
Clifton L. Gurr. PE 6098, FL
'CONC.
N
1"
SOLID SOD
EDGE STABILIZATION FLAG NOTES: 1
1 4" FIBERMESH 3,000 PSI CONCRETE
8" SUBGRADE, COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T -180.
CONCRETE DRIVEWAY PAVING SECTION NTS
HOUSE
FFE = 16 ABOVE
ROAD CROWN CONC.
SLOPE TO GUTTER
WOOD TRUSS AND FRAMING NOTES:
1. ALL WOOD 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
SHALL BE APPLIED BEFORE TRUSSED ROOF SYSTEM IS COMPLETE.
3. TRUSS SPACING SHALL NOT EXCEED 24" O.C. UNLESS APPROVED BY THE ENGINEER AND
OTHERWISE NOTED. ALL OTHER FRAMING SHALL BE 16" O.0 UNLESS OTHERWISE NOTED.
4. ALL CONNECTIONS ARE TO BE STRAPPED OR SECURED FROM FOOTING TO TRUSS.
5. ATTACH STRAPPING TO ,JOISTS AND STUDS AND ATTACH HURRICANE ANCHORS TO EACH END OF
EACH TRUSS ALL ANCHORED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE
DRAWINGS
6. GIRDER TRUSSES TO BE SUPPORTED BY (2) POURED VOIDS AT EACH BEARING POINT UNLESS NOTED
FRAME WALL HEADERS SHALL BE MADE OF (2) 2 "x 12 SYP #2 WJ 1/2" PLYWOOD BETWEEN.
7. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE, STRUCTURAL GRADE #2 KILN DRIED
WITH A MODULAS OF ELASTICITY OF 1,400,000 p.s.i. OR BETTER.
8. ALL STRUCTURAL FRAME MEMBERS EXPOSED TO THE ELEMENTS SHALL BE PROPERLY
WEATHER - PROOFED (P.T.).
EXISTING 2'
MIAMI CURB
TYPICAL SECTION - BUILDING TO ROAD CONCRETE DRIVEWAY NTS
NOTES:
1. HURRICANE ANCHORS CALLED OUT ARE SIMPSON.
2. 15/32" PLYWOOD ROOF PANELS TO BE STAGGERED AND
NAILED WMd NAILS- 4 "O.C. EDGES AND 6 "O.C. FIELD.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
LATEST ACCEPTED VERSION OF THE FBC, NEC AND
CITY OF CAPE CANAVERAL CODES.
4. LIVING AREA DESIGN LIVE LOAD = 40 PSF
ROOF DESIGN LIVE LOAD = 16 PSF.
WIND LOAD INFORMATION BASED ON CHAPTER 16,
2002 FLORIDA BUILDING CODE.
DESIGN BASED ON THE FOLLOWING:
1. Basic Wind Speed = 130 MPH
2. Wind Importance Factor= 1
3. Wind Exposure = C
4. Applicable Internal Pressure Coefficient = +J- 0.18
5. Components and Cladding to be Designed for Wind
Loads as Follows:
Mean Roof Height = 15 feet
EFFECTIVE WIND LOAD
WIND AREA PSF
10 SQ FT +36.8 -49.2
20 SQ FT + 35.1 -46.0
50 SQ FT +32.9 -41.5
AND OVER
Where + = Acting toward; - = Acting Away
LEFT ELEVATION
RIGHT ELEVATION
60'
5' EASEMENT
DECK
73'X79' 5'
GRASS I
AREA 3' POOL 3'
6. 2.� 26.67' :
�
'
I
1 8
REF SIDE
EL = 10.5' 4
� 1 BOTTOM EL = 9.8'
WIDTH VARIES
TYPICAL RETENTION CROSS SECTION NTS
I
12'
o
o
: o .
STORM WATER RETAINAGE CALCULATION
U1
C:.:::::: o:
I i
N RETAINAGE REQUIRED:
I'm
rn
tfi
- 50'X 125'X1 "112 = 521 CU FT
3
m
FIRST INCH OF RAINFALL FOR TOTAL PROPERTY
I
rr
RETAINAGE PROVIDED:
_ (23'X23' 6'X12'+ 13'X19') 8 'f12 = 565 CU FT
v,
0
1 2' -►,
T
T
m
�
u
I
.
Y . ... . ..... . ..
� I
23'X23'
GRASSED I �a
RE ARE�► ON
I�
TOR 7s
NEW
�'
SIDEWALK
CL MADISON AVE.
(48 FOOT ROW)
PROPOSED SITE PLAN SCALE: I" 20'
MODIFICATION NOTES:
1. DEMOLISH EXISTING BUILDING, SHED, ASPHALT AND CONCRETE APRON AND DISPOSE OF DEBRIS.
2. ERECT NEW BUILDING AS SHOWN WITH CONCRETE PARKING AND SIDEWALKS AND GRASS RETENTION
AREAS.
UNIT AREAS -
EACH UNIT HAS THE FOLLOWING FLOOR AREAS:
AREA
SQ. FT.
FIRST FLOOR LIVING 1,067
LOT AREA = 50'X 125'= 6,250 SF
BUILDING FOOTPRINT = 26.67'X 80' = 2,134 SF
% OF LOT COVERED BY BUILDING = (100)2,134 SF/6,250 SF = 34.1 %
CAB REQUEST #10 -02
CARIBBEAN VISTAS
8002 POINSETTA AVENUE
�- SIDEWALK 4" THICK, 6" THICK
a LU AT DRIVEWAYS, 3,000 psi CONC.
0 -J CONSTRUCT PER A.C.I. ROAD
Cl- RECOMMENDATIONS 7
13' CONC. POINSETTA AVE.
CONC. 5 ' SIDEWALK �✓ AND
r ,, , MADISON AVE.
. 1 - C _� ....,,....rte
NEW 2 UNIT DUPLE?
FOR: DAN COON
AVON BY THE SEA
Cape Canaveral, FL.
CERTIFICATION
DRAWING NOT VALID WITHOUT SIGNATURE, I
DATE AND EMBOSED SEAL
THIS DRAWING WAS PREPARED BY ME AS A
PROFESSIONAL ENGINEER AS DEFINED IN SECTION
471.006 (7), FLORIDA STATUTES IN COMPLIANCE
WITH CHAPTER 76, 2007 FBC, BASED UPON MY
KNOWLEDGE, INFORMATION AND BELIEF AND IN
ACCORDANCE NTH COMMONLY ACCEPTED
PROCEDURES CONSISTANT WITH APPLICABLE
STANDARDS OF PRACTICE. MY SIGNATURE AND
SEAL 00 NOT REPRESENT A GUARANTEE OR
WARRANTY ER HER EXPRESSED OR IMPLIED.
Clifton L. Gurr. PE 6098, FL
'CONC.
N
1"
SOLID SOD
EDGE STABILIZATION FLAG NOTES: 1
1 4" FIBERMESH 3,000 PSI CONCRETE
8" SUBGRADE, COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T -180.
CONCRETE DRIVEWAY PAVING SECTION NTS
HOUSE
FFE = 16 ABOVE
ROAD CROWN CONC.
SLOPE TO GUTTER
WOOD TRUSS AND FRAMING NOTES:
1. ALL WOOD 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
SHALL BE APPLIED BEFORE TRUSSED ROOF SYSTEM IS COMPLETE.
3. TRUSS SPACING SHALL NOT EXCEED 24" O.C. UNLESS APPROVED BY THE ENGINEER AND
OTHERWISE NOTED. ALL OTHER FRAMING SHALL BE 16" O.0 UNLESS OTHERWISE NOTED.
4. ALL CONNECTIONS ARE TO BE STRAPPED OR SECURED FROM FOOTING TO TRUSS.
5. ATTACH STRAPPING TO ,JOISTS AND STUDS AND ATTACH HURRICANE ANCHORS TO EACH END OF
EACH TRUSS ALL ANCHORED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE
DRAWINGS
6. GIRDER TRUSSES TO BE SUPPORTED BY (2) POURED VOIDS AT EACH BEARING POINT UNLESS NOTED
FRAME WALL HEADERS SHALL BE MADE OF (2) 2 "x 12 SYP #2 WJ 1/2" PLYWOOD BETWEEN.
7. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE, STRUCTURAL GRADE #2 KILN DRIED
WITH A MODULAS OF ELASTICITY OF 1,400,000 p.s.i. OR BETTER.
8. ALL STRUCTURAL FRAME MEMBERS EXPOSED TO THE ELEMENTS SHALL BE PROPERLY
WEATHER - PROOFED (P.T.).
EXISTING 2'
MIAMI CURB
TYPICAL SECTION - BUILDING TO ROAD CONCRETE DRIVEWAY NTS
NOTES:
1. HURRICANE ANCHORS CALLED OUT ARE SIMPSON.
2. 15/32" PLYWOOD ROOF PANELS TO BE STAGGERED AND
NAILED WMd NAILS- 4 "O.C. EDGES AND 6 "O.C. FIELD.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
LATEST ACCEPTED VERSION OF THE FBC, NEC AND
CITY OF CAPE CANAVERAL CODES.
4. LIVING AREA DESIGN LIVE LOAD = 40 PSF
ROOF DESIGN LIVE LOAD = 16 PSF.
WIND LOAD INFORMATION BASED ON CHAPTER 16,
2002 FLORIDA BUILDING CODE.
DESIGN BASED ON THE FOLLOWING:
1. Basic Wind Speed = 130 MPH
2. Wind Importance Factor= 1
3. Wind Exposure = C
4. Applicable Internal Pressure Coefficient = +J- 0.18
5. Components and Cladding to be Designed for Wind
Loads as Follows:
Mean Roof Height = 15 feet
EFFECTIVE WIND LOAD
WIND AREA PSF
10 SQ FT +36.8 -49.2
20 SQ FT + 35.1 -46.0
50 SQ FT +32.9 -41.5
AND OVER
Where + = Acting toward; - = Acting Away
LEFT ELEVATION
RIGHT ELEVATION