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CONCRETE FOOTING NOTES:
3- #5'5 EA. WAY 1. ALL RE I NFORC I NO STEEL SHALL BE A MINIMUM ACI GRADE 401
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PLAT THEREOF RECORDED IN PALT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
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EXISTING IMPERVIOUS AREA 4,547 SQ.FT.
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TOTAL IMPERVIOUS AREA 4,547 SQ.FT. BALCONYI <
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HURRICANE RE515TANT CONSTRUCTION 55TD I U x;11,
NOTES:
AGI 318 BUILDING CODE 1 CAL
1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF II o �� I W r .
2000 P.S.F., COMPACT ALL FILL AREAS TO A MINIMUM OF mm
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OF
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C3 WIND DESIGN PRESSURES PER CODE: 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH I g 30.8 a I
I. UNIFORM LIVE LOADS OF 3000 P.S.I. I ry Planning Zo Ing Department
y�,4' Ply a I a a •� \��� I City Atla tic Beach \
Q 3. ALL REINFORCING STEEL SHALL BE A MINIMUM ACI GRADE 40,
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AND HAVE A MINIMUM COVER OF 2 . ' �d , I This approval verH s co TipHance with applicable
IAEMR zoning, subdivi n nd other local land r
M 5� "G" (Adjustment Goefflc nt=1.36) 50 ,a• ctOWSERRY ¢ 1 development J 104 ! WDO approval for the9sl nions,
of permits�oC Compliance
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IMPORTANCE FACTOR 1.0 GUY AMCWOR ' ,e• tIiNABfR� °�� local, State and F e I permitting requirements
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L) ROOF FORGES: CORA
W I REVISIONS
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END ZONE WINDWARD: P5F CONSTRUCTION
ISSUE
END ZONE LEEWARD: -26.0 P5F LEGEND: ELLIS, CURTIS & KOOKER, INC. -
TFIRSSUM®� CONCRETE MONUMENT
INTERIOR ZONE WINDWARD: -26.0 PSF LAND SURVEYORS AND PLANNERS ^�,
o IRON PIPE OR ROD 1660 EMERSON STREET ) f ''� : ►r"
INTERIOR ZONE LEEWARD: -1x.7 PSF m ov (LB # 3080
OVERHANG END ZONE: 4`ir•5PSF � �W - � C") JACKSONVILLE,
6334 FLORIDA 32207
0/E OVERHEAD ELECTRIC /
Z 0/T OVERHEAD TELEPHONE FAX (904) 396-9997
W OVERHANG INTERIOR ZONE: -40.a PSF f20
G AREA END ZONE INTERIOR ZONE x CROSS-CUT IN CONCRETE
GENERAL NOTES: _
m CLADDING: •lv5,7 POSITIVE NEGATIVE POSITIVE NEGATIVE x-x FENCE CI•y Of A�hn�ic G ch
'1.) This is a:
Z WALL FORGES: As best determined from an 2. No abstract of Title furnished. aro Everett, Jr. o. 3287
SF 35.4 -47.3 35.4 "35��3 inspection of Flood Insurance Rate 3. Not abstracted for easements. Louis J. Everett P.L.S. No. 4099
4. Basis of Bearings:
END ZONE TRANSVERSE: 43,0 PSFMap' Professional Surveyors and Mappers
cn 0 SF 33.9 -43.9 33.9 -36.9 dated the lands/house State of Florida
END ZONE LONGITUDINAL: 51.0 PSF surveyed lie in Zone Not valid unless Surveyors Official seal is embossed hereon.
INTERIOR ZONE TRANSVERSE: 218.7. P5F 50 - 100 SF 31 -39.g 31.7 -34.7
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PLAT THEREOF RECORDED IN PALT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: MARY ELLEN WAUGH �
AS- I DOVER SHEET AND SITE FLAN
A- I FOUNDATION ALAN �
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0 IN ACCORDANCE WITH REQUIREMENTS OF 3. IMPERVIOUS SURFACE CALCULATIONS 00 I
in 2001 FLORIDA BUILDING CODE TOTAL AREA 11,8x2 SQ.FT. " sD Ii cV I �i ,o• P00
I
EXISTING IMPERVIOUS AREA 4,547 SQ.FT.
I n �s I _ _-___ yb NEW r^
CITY OF ATLANTIC BEACH ZONING ORDINANCES NEW ADDITIONS N.A. p
1 t---- -I SECOND STORY
TOTAL IMPERVIOUS AREA 4,547 SQ.FT. BALCONYI <
ASCE 7-Q8 MINIMUM DF-51ON LOADS TOTAL PERCENT OF LOT 36.5% I CITYA P RA V I 0 _J
x 1A e► 1 1 DIJII. rls3 r'�ItbB
FOR BUILDINGS AND OTHER STRUCTURES I W 10 Y OL
HURRICANE RE515TANT CONSTRUCTION 55TD I U x;11,
NOTES:
AGI 318 BUILDING CODE 1 CAL
1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF II o �� I W r .
2000 P.S.F., COMPACT ALL FILL AREAS TO A MINIMUM OF mm
95� AASHTO T180. MAXIMUM DENSITY IN LIFTS NOT TO EXCEED 12". o
> 1 :r-
OF
°
C3 WIND DESIGN PRESSURES PER CODE: 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH I g 30.8 a I
I. UNIFORM LIVE LOADS OF 3000 P.S.I. I ry Planning Zo Ing Department
y�,4' Ply a I a a •� \��� I City Atla tic Beach \
Q 3. ALL REINFORCING STEEL SHALL BE A MINIMUM ACI GRADE 40,
FLOOR 40 PSF E \
AND HAVE A MINIMUM COVER OF 2 . ' �d , I This approval verH s co TipHance with applicable
IAEMR zoning, subdivi n nd other local land r
M 5� "G" (Adjustment Goefflc nt=1.36) 50 ,a• ctOWSERRY ¢ 1 development J 104 ! WDO approval for the9sl nions,
of permits�oC Compliance
constitute
0 2. HIND LOAD BASIC 120 MP I E,,u with Florida Buildin Cod and all other applicable
IMPORTANCE FACTOR 1.0 GUY AMCWOR ' ,e• tIiNABfR� °�� local, State and F e I permitting requirements
MEAN ROOF HEIGHT CI -O" -� _ must be verliied by i re of the City of Atlantic
_ Building Permit.
nw. POVVF� -_�-- each Building O alp or to the i uanca of a
O POLE �- g DROWN BY: BDM
a- ROOF PITCH 0 1
o - RIGHT-
�- OF_WAY) Approved BY% APPROVED:
OT un: Deve o ment D rector
_- L STREET c4o.o Fo I Date: - �" DATE ,z AUG zDoz
L) ROOF FORGES: CORA
W I REVISIONS
,cn
END ZONE WINDWARD: P5F CONSTRUCTION
ISSUE
END ZONE LEEWARD: -26.0 P5F LEGEND: ELLIS, CURTIS & KOOKER, INC. -
TFIRSSUM®� CONCRETE MONUMENT
INTERIOR ZONE WINDWARD: -26.0 PSF LAND SURVEYORS AND PLANNERS ^�,
o IRON PIPE OR ROD 1660 EMERSON STREET ) f ''� : ►r"
INTERIOR ZONE LEEWARD: -1x.7 PSF m ov (LB # 3080
OVERHANG END ZONE: 4`ir•5PSF � �W - � C") JACKSONVILLE,
6334 FLORIDA 32207
0/E OVERHEAD ELECTRIC /
Z 0/T OVERHEAD TELEPHONE FAX (904) 396-9997
W OVERHANG INTERIOR ZONE: -40.a PSF f20
G AREA END ZONE INTERIOR ZONE x CROSS-CUT IN CONCRETE
GENERAL NOTES: _
m CLADDING: •lv5,7 POSITIVE NEGATIVE POSITIVE NEGATIVE x-x FENCE CI•y Of A�hn�ic G ch
'1.) This is a:
Z WALL FORGES: As best determined from an 2. No abstract of Title furnished. aro Everett, Jr. o. 3287
SF 35.4 -47.3 35.4 "35��3 inspection of Flood Insurance Rate 3. Not abstracted for easements. Louis J. Everett P.L.S. No. 4099
4. Basis of Bearings:
END ZONE TRANSVERSE: 43,0 PSFMap' Professional Surveyors and Mappers
cn 0 SF 33.9 -43.9 33.9 -36.9 dated the lands/house State of Florida
END ZONE LONGITUDINAL: 51.0 PSF surveyed lie in Zone Not valid unless Surveyors Official seal is embossed hereon.
INTERIOR ZONE TRANSVERSE: 218.7. P5F 50 - 100 SF 31 -39.g 31.7 -34.7
INTERIOR ZONE LONGITUDINAL: 20.5 PSF SCALE: DATE: FIELD BOOK PAGE- DRAFTSMAN: ORDER # PROJECT N0:
•�1�" 'o.4q.ti Ir�
, ' ! > DRAWER NO. SHEET LE
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I I—III—I I II d d e e e . a ° III—III—III APPROVED:
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d. I I II I I�I I I
¢ I—III—III a °e III—I I—I I
�t• I�III�III d ° ° —_�—� DATE: 12 AUG 2002
e e d 1I1=111=1 REVISIONS
� S I I I�I� e e I=1 IT 1T1
° 111—I I=1 CONSTRUCTION
FOUNDATION AND FRAMINO FLAN
ISSUE
� III=III III=III
I ITIS ° c I/4.1 = I 1_0 a NORTH
e ° _
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II—III—III—III—III—III—III=III-III=III= 1=III III—i
36"x36"x24"
36"
CONCRETE FOOTING NOTES:
3- #5'5 EA. WAY 1. ALL RE I NFORC I NO STEEL SHALL BE A MINIMUM ACI GRADE 401
AND HAVE A MINIMUM COVER OF 2".
® 2. ALL CONCRETE SHALL BE 5000 P51 PROJECT NO:
w 5. ALL WOOD TH15 SHEET SHALL BE PRESERVATIVE TREATED g
TYP I GAL. FIER AT COLUMN 4. ALL CONNECTORS SHALL BE HOT DIPPED OALVINIZED ASTM A CIO
z 3/4" = I'-O° `� i / SHEET
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