1958 BEACHSIDE CT RES18-0402 RESIDENTIAL REPAIR PERMITMAP SHOWING SURVEY OF'
LOT 24, BLOCK 1, BEACHSIDE, AS RECORDED IN
PLAT BOOK 42, PAGES 14, 14A, 14B, AND 14C OF THE
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
10 20 40
SCALE: 1" = 20'
E IL) 10 C K
7.5' ; 7.5LOT 23
r
115.00' PRIVATE
LOT 2A I I EASEMENT
I
i I I
I I N86'45'41 "E 66.03' (FIELD)
SET 1/24 IRON I N86'53'43" _ S'>g•74'
PIPE, LBJ672
1 8.9 p y I 6' WOOD FENCE
NOTES:
1
BEACHSIDE COURT
i
I CUL—DE—SAC (PAVED PUBLIC ROAD) 1
1
FOUND 1/2" IRON
PIPE, NOT LEGIBLE
10.5
RACK No S23'35'30"E 32.40' (FIELD)
.UMNSa? BRICK CHORD=S24'11'30"E 32.38'
/C WALK ARC=33.12' RADIUS=45.00'
PAD
9.50 BENCHMARK: SET MAGNAIL
& DISK, LB3672
22.5 IQ ELEVATION=9.75 (NAVD 88)
N BRICK DRIVEWAY
HOSE
81
12.1 9.8
2 STORY FRAME
RESIDENCE NO. 1958 3
FINISH FLOOR ELEVATION= Y
`-' 32.1'
10.48 (NAVD 1988) uIsA m
I --0.3'
E S89'29'00" N
C
u
p. COVERED
ri PORCH
Y O
VALVE
orn
L0
88.80'
LOT 25
K 1
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. BEARINGS BASED ON THE SOUTH LINE OF LOT 24,
BLOCK 1, BEING SOUTH 89'29'00" WEST, AS PER PLAT.
3. NO BUILDING RESTRICTION LINE AS PER PLAT.
4. BENCHMARK: SET MAGNAIL & DISK, LB3672 IN EAST
EDGE OF BRICK DRIVEWAY, ALSO BEING AN EASTERLY
PROPERTY CORNER. ELEVATION=9.75 (NAVD 1988)
5. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY GPS
OBSERVATION IN NAVD 1988 DATUM.
6. GPS RUN USING SPECTRA PRECISION EPOCH 50 1-1/1-2
EQUIPMENT AND TRIMBLE VRS SOFTWARE.
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'Y' (AREA OUTSIDE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP NUMBER
122031 CO407J REVISED NOVEMBER 2, 2018 FOR
DUVAL COUNTY, FLORIDA
'NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER."
CHECKED BY:
DRAWN BY: DAF
FILE: 2019-0012
TRANS
P
r --
IN
I D
L 1-
10'X10' JEA
EASEMENT
S24' 13'38"E 17.94' (FIELD)
CHORD=S24' 14'47"E 17.94'
,CHORD=
RADIUS=25.00'
FOUND 1/2 -IRON
PIPE, NOT LEGIBLE
S05'00'19"E 37.00' (FIELD)
CHORD=S05'01'35"E 37.00'
ARC=37.01' RADIUS=585.00'
A
SET 1/2' IRON
PIPE, LB3672
I
1
I
1 S09'46'51 "E 60.13' (FIELD)
1 CHORD=SO9'47'05"E 60.13'
ARC=60.16' RADIUS=585.00'
1
1
1
1
1
FOUND 5/8" REBAR
NOT LEGIBLE
THIS SURVEY WAS MADE FOR THE BENEFIT OF
ALESCH CONTRACTING, INC, AND
GREGORY J. RfCHTER & AMANDA RICHTER.
DONN OATWRfGHT, P.S.M.
FLORIDA UC. --SUR - VEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYIG & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
JANUARY 8, 2019
SHEET 1 OF 1
I
I
C)
I �
I 0�
I
z
I
LOT 2B I
o
3
11x.8'
I
io
I
WOOD
I ..
I
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I�C
I
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I
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ap
Ia
I
SHOWS
--- —IID
8.16 B/
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I O
&6 0
I J w -n
ion
i /off N
INO
I
Io0
I
LOT 3A IZ Z
I
I
I
I
I
I
L
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1 19.8'
0 E
�•
1 rn
0.5--1 LO
SET 1/2"I IRON
1 6' WOOD FEN(
PIPE, LB3672
i
1
I
I' I
I
7.5
I�-�15.00'
7.5'
'I' PRIVATE
II
LOT 3 B I
EASEMENT
I
E3 1 Ll
I
10
NOTES:
1
BEACHSIDE COURT
i
I CUL—DE—SAC (PAVED PUBLIC ROAD) 1
1
FOUND 1/2" IRON
PIPE, NOT LEGIBLE
10.5
RACK No S23'35'30"E 32.40' (FIELD)
.UMNSa? BRICK CHORD=S24'11'30"E 32.38'
/C WALK ARC=33.12' RADIUS=45.00'
PAD
9.50 BENCHMARK: SET MAGNAIL
& DISK, LB3672
22.5 IQ ELEVATION=9.75 (NAVD 88)
N BRICK DRIVEWAY
HOSE
81
12.1 9.8
2 STORY FRAME
RESIDENCE NO. 1958 3
FINISH FLOOR ELEVATION= Y
`-' 32.1'
10.48 (NAVD 1988) uIsA m
I --0.3'
E S89'29'00" N
C
u
p. COVERED
ri PORCH
Y O
VALVE
orn
L0
88.80'
LOT 25
K 1
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. BEARINGS BASED ON THE SOUTH LINE OF LOT 24,
BLOCK 1, BEING SOUTH 89'29'00" WEST, AS PER PLAT.
3. NO BUILDING RESTRICTION LINE AS PER PLAT.
4. BENCHMARK: SET MAGNAIL & DISK, LB3672 IN EAST
EDGE OF BRICK DRIVEWAY, ALSO BEING AN EASTERLY
PROPERTY CORNER. ELEVATION=9.75 (NAVD 1988)
5. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY GPS
OBSERVATION IN NAVD 1988 DATUM.
6. GPS RUN USING SPECTRA PRECISION EPOCH 50 1-1/1-2
EQUIPMENT AND TRIMBLE VRS SOFTWARE.
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'Y' (AREA OUTSIDE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP NUMBER
122031 CO407J REVISED NOVEMBER 2, 2018 FOR
DUVAL COUNTY, FLORIDA
'NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER."
CHECKED BY:
DRAWN BY: DAF
FILE: 2019-0012
TRANS
P
r --
IN
I D
L 1-
10'X10' JEA
EASEMENT
S24' 13'38"E 17.94' (FIELD)
CHORD=S24' 14'47"E 17.94'
,CHORD=
RADIUS=25.00'
FOUND 1/2 -IRON
PIPE, NOT LEGIBLE
S05'00'19"E 37.00' (FIELD)
CHORD=S05'01'35"E 37.00'
ARC=37.01' RADIUS=585.00'
A
SET 1/2' IRON
PIPE, LB3672
I
1
I
1 S09'46'51 "E 60.13' (FIELD)
1 CHORD=SO9'47'05"E 60.13'
ARC=60.16' RADIUS=585.00'
1
1
1
1
1
FOUND 5/8" REBAR
NOT LEGIBLE
THIS SURVEY WAS MADE FOR THE BENEFIT OF
ALESCH CONTRACTING, INC, AND
GREGORY J. RfCHTER & AMANDA RICHTER.
DONN OATWRfGHT, P.S.M.
FLORIDA UC. --SUR - VEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYIG & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
JANUARY 8, 2019
SHEET 1 OF 1
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FLOOR PLAN NOTES
1. DO NOT SCALE DRAWINGS. USE ONLY DIMENSIONS SHOWN ON
DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE BUILDER
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION
BEFORE CONTINUING WITH CONSTRUCTION. BUILDER SHALL
VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE.
2. DIMENSIONS SHOWN ARE TO FACE OF DRYWALL OR
CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED.
3. LOCATE DOORS SO THAT DOOR CASING ABUTS WALL FINISH OF
ADJACENT WALL UNLESS OTHERWISE NOTED.
4. BUILDER SHALL COORDINATE ALL SHELVING & STORAGE
REQUIREMENTS WITH DESIGNER OR OWNER.
5. IN THE EVENT OF ANY DISCREPANCIES, IMMEDIATELY NOTIFY
THE OWNER. DO NOT PROCEED WITH AFFECTED WORK UNTIL
ALL SUCH ISSUES HAVE BEEN FULLY RESOLVED.
6. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH ALL CODES, REGULATIONS, AND RESTRICTIONS HAVING
JURISDICTION.
LOT COVERAGE:
TOTAL LOT 6,599 S.F
EXISTING HOUSE 1,536 S.F.
NEW ADDITION 440 S.F.
NEW DRIVEWAY
FRONT PORCH P, WALK 610 S.F.
TOTAL IMPERVIOUS 2,586 S.F. (39.2%)
)T 3-8 ) LOT 3--A LOT 2-13 j LDT 2—A
5 00*27'48" E c.. 80.08' (M) C4
S' 00'431 '00 80.00' (R)
� t3` pRtYATE EASE`r(ENT U
LL
4 v
6'-0" LOT 24 g' -O —
14.1' ' cn
SCREEN C'
oPORCH cc _ C� cn
g _3�'' o ff* g
tp EXISTING NEW I –+
cla j - \ RENOVATED - ARAG ❑
O \ RESIDENCE O W
M t
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c:N E p DRIVEWAY --
co
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0 o N -L
u '.0 a �jffI.�
3p: 00 (R) ` e�$ t
OE.ARI# G REF7ERENCE UNE
M
385.00
L� 37.00'
iT/ � 0 R I lJ1 S 20'
ARCHITECTURAL SITE PLAN
RICHTER RESIDENCE
RENOVATION
BUILDING CODE SUMMARY
CODE ENFORCEMENT JURISDICTION:
CITY OF ATLANTIC BEACH
WIND ZONE: 130 MPH (WIND—BORNE DEBRIS)
FLORIDA BUILDING CODE 2017 — 6TH EDITION
ALTERATION LEVEL: 2
OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3)
CONSTRUCTION TYPE: TYPE V—B (WOOD FRAME)
SPRINKLED: NO
FIRE DISTRICT: NO
PROVIDE INSULATION PER CODE
R-38 IN CEILING, R-13 IN WALLS
NEW 1 ST FLOOR: 1,255 S.F.
NEW 2ND FLOOR:_ 1,269 S.F.
TOTAL NEW A/C AREA: 2,524 S.F.
SECOND FLOOR PLAN
SCALE: 1/4" = T-0"
3'-0'' 5'-9" 3'-0" 14'-0"
I
CLOSET
4'-4%2" c
MASTER
EXISTING
I
CLOSET
I
4'-4%"
SCALE: 1116" = 1'-0" — –
T FIRST F=LOOR
SCALE: 1/4'' = T-0"
52'-0"
KITCHENco
EXISTING
4'-0" 8'-0'' NEW ISLHiVD
5'-0''
ENTRY
FOYER
T-6"
PLAN A
A2
LI?
NT
6-5"
HALF
2 BATH
/ PIANO j
24'-7"
12'-0"
6/0
9'-6"
DINING
EXISTING
5'-3"
2/4
PAN Y
C
A2
(3) 3-0x6-0 SH
14'-8"
FAMILY ROOM
NEW
Lo
MECH
U)
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DUCT
J
TO REMAIN
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co
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T-10"
IT
N
I I
DECORATIVE
------- ---- I ( SHU TER3'-6"
8-0x7-0 OVD
— — — — — — — —
_ i
i
i
12'-0" i T-0"
.
19'<0 i
"
DRIVEWAY
NEW LAYOUT
v
ARCHITECT:
Julianne N.
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverbv@att.net
FL. AR -0017060 • FL. ID -4621
CONTRACTOR:
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® CONTRACTING
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DATE ISSUED:
NOVEMBER 27, 2018
NOTE:
DO NOT SCALE DRAWINGS
IF PRINTED ON 11 "X17"
j {I MEDIA, DRAWING SCALE
GARAG I I IS HALF -SIZED.
NEW i I
I I I
I I I
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— — — —9=0x7-0 OVD—
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RENOVATION
PLANS
A 1
PERMIT SET
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C. CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS.
2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL
DEFICIENCY TO ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IN WRITING PRIOR TO COMMENCING ANY ADDITIONAL WORK FOR DIRECTION IF DEFICIENCIES ARE NOTED.
3. TURN OFF NECESSARY POWER AND UTILITIES PRIOR TO COMMENCING ANY DEMOLITION WORK.
4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE
CODES.
5. PROTECT EXISTING ITEMS TO REMAIN. THESE ITEMS TO BE COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK.
6. DEMO AND REMOVE EXISTING INTERIOR DOOR / DOOR FRAME / DOOR SILL / CASING UNLESS OTHERWISE NOTED (U.O.N) ON
PLAN.
7. CUT OPENINGS NEATLY AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST
LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR ADJOINING CONSTRUCTION.
8. ANY FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR FUTURE USE.
9. AUTHORIZED CONSTRUCTION PERSONNEL ONLY WITHIN THE CONSTRUCTION AREA.
10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT.
11. CODES AND REGULATIONS: COMPLY WITH GOVERNING CODES AND REGULATIONS.
12. USE EXPERIENCED WORKERS.
13. OCCUPANCY: IMMEDIATE AREAS OF WORK MAY BE OCCUPIED DURING DEMOLITION BY THE HOME OWNERS.
14. DEMOLISH DESIGNATED IMPROVEMENTS AS NECESSARY TO IMPLEMENT RENOVATION PLAN.
15. IMPLEMENT POLLUTION CONTROL DURING BUILDING DEMOLITION.
16. HAZARDOUS MATERIALS: IF HAZARDOUS MATERIALS ARE NOTED THEY WILL BE REMOVED UNDER
SEPARATE CONTRACT. NOTIFY OWNER IF HAZARDOUS MATERIAL IS DISCOVERED TO BE PRESENT.
17. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE
VALUE, NOT SPECIFIED ITEMS TO BE RETURNED TO OWNER, SHALL BE REMOVED FROM STRUCTURE.
STORAGE OR SALE OF ITEMS IS PROHIBITED.
18. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES IN AREAS TO BE DEMOLISHED.
19. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING AND BRACING AS
REQUIRED.
20. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES, PARKING SPACES OR OTHER
OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE
AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES
WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. IF
NECESSARY, PROVIDE TEMPORARY UTILITIES.
21. RESTORATION. RESTORE FINISHES OF PATCHED AREAS.
l
40000 A
13'-0" 5'-8" 3-2" -_
rel
0 O
/ O
/ O
� O
\ 11
�0 REMOVE EXISTING ROOF TRUSSES / �� REMOVE EXISTING ROOF TRUSSES
THIS LOCATION FOR NEW TRUSS THIS LOCATION FOR NEWTRUSS
LAYOUT AND CEILING HEIGHT LAYOUT AND CEILING HEIGHT
I,
I@
II
13-0" \
\p
�� II
-__-----_�-_-_-�
12'-6"
SECOND
SCALE: 1/4" = T-0"
FLOOR DEMOLITION PLAN
I
DEMOLITION KEY NOTES
1. REMOVE ALL WALL PARTITIONS INDICATED BY DASHED
LINES, INCLUDING ALL GLAZING AND TRIM.
2. REMOVE ALL MILLWORK, INCLUDING ALL PLUMBING
FIXTURES & APPLIANCES INDICATED BY DASHED LINES.
3. REMOVE EXISTING DOOR/WINDOW AND FRAME. PREPARE
FOR NE:W WALL AND/OR OPENING AS SHOWN IN NEW PLAN.
REMOVE EXISTING GARAGE ROOF
STRUCTURE FOR
NEW BONUS ROOM ADDITION
SCALE: 1/4'' = T-0"
FIRST FL
SCALE: 1/4" = T-0"
II A II
II /0\ II
�— _j
CIRCULAR
EXISTING
TO BE REMOVED
OOR DEMOLITION PLAN
711
/
I
II
�I
IIII
_ IMI
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II
II
REMOVE EXi ING GARAGE DOOR
NE l ADDITION
I I II
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ARCHITECT:
Julianne N.
Overby,R.A.
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
CONTRACTOR:
®® CONTRACTING
4k
rid
W =
_®U
U) LJJ
7-00U
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T— Q
DATE ISSUED:
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DEMOLITION
PLANS
D 1
PERMIT SET