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ARCHITECTURAL <
A- I INDEX, SITE PLAN SECTION, AND NOTES w
A-2 FLOOR PLANS
0
A-3 ELEVATIONS 00
FIBERGLASS SHINGLES ON 0 � 1
30# FELT >-M
7/16" OSB SHEATH. A-4 ROOF PLAN FRAMING <'t
STAGGER JOINTS >
INSTALL PER CODE W/ w
MET. SPACERS & 8d NAILS t A-5 UNUSED 7 0
6" O.C. (4" O.C. W/IN 4' N
OF GABLE ENDS) AT 0
ALL SUPPORTS A-6 UNUSED N 0)
2X6 RAFTER @ 24" O.C. A-7 UNUSED
0 0
(2) H5 EA. RAFTER A-B UNUSED
TO BEAM EXISTING
------- CONC. %00
WALKS
20 ' - 1 3/ 16 "
REMOVE EXISTING ATTAC H M E NTS O _
MATCH EXISTING --------------------- lu fy
I-ASCIA L)LIAIL WiTH HUNUH L o
PERFERATED SOFFIT
-------- ITEM 1 SEALED SURVEY
QL
>
DBLE 2X10'S
SEE ROOF PLAN Ln
MSTA18 MIN. (2) LINES WITH u
EXISTING 8' F— _j <
EACH DOUBLE 2X10 PLATE w
TO P.T. 6X6 w L <
CONNECTION AND 0
WHERE DBL 2X10'S TRIM AND SOFFITS 0 —
CONNECT TO PER OWNER o
EXISTING HOUSE z
z
0— 01 z z
0
0 w
< Ln z
CLOUDED AREA >
IS WHERE PROPOSED 0
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BUILT (n
w m
EXISTING :3
P.T. 6X6 POSTS
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N WALKS
m
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w
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+ ff 0
s a- 0
< EXISTING COVERED PORCH
4" CONC- SLAB W/ 0 TO BE REMOVED AND REBUILT WITH
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ABU66 W1 / ON VISQUEEN F- A NEW COVERED PORCH
5/8" "A" BOLT — ALL I w
NAIL HOLES FILLED SLOPE D w
W/ 16d NAILS <
z
IMPERVIOUS LOT COVERAGE
AP ROX. G RADE
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(IMPERVIOUS NOT TO CHANGE FROM EXISTING)
8
CLEAN COMPATED Is,
FILL DIRT — CHEMICAL J
Co EXISTING FOOTPRINT TO REMAIN - 1820
70
0 TREATED V) (p
0 36" X 12" PAD NEW ADDITION — _/22
<)o
W/ (4) # 5'S EW EXISTING DRAINAGE
ALL CONNECTORS TO BE Lo (REPLACES EXISTING TO BE REMOVED)
UNDER EA. POST SIMPSON STRONG TIE TO REMAIN UNCHANGED TOTAL FOOTPRIN 2542
(MIN, Z—MAX COATED)
— 1029
/V EXISTING PAVING TO REMAIN
EXISTING POOL DECK TO REMAIN — 489 Lo
P 0 R C H S E C T 1 0 N z
N (POOL BOWL NOT COUNTED) o 0
1�
m scale : 3 / 4 " = 1 — 0 " NOTES : EXISTING 1 /2' WOOD DECK 203 0
EXISTING A/C PAD 14 J
1 ) LOCATE ALL REQUIRED — 15
PLUMBING PIPES NEW A/C PAD - 86 0. Lo
8 AND CONNECTIONS NEW POOL DECK REPAIRS 0
N 1836 w
Lo TOTAL PERVIOUS PAVING
PRIOR TO ANY SITE
C\j OR DEMOLITION WORK.
TOTAL PERVIOUS 4378 w
<
2) LOCATE ALL REQUIRED 0
ELECTRIC LINES LOT 8791
AND CONNECTIONS
PRIOR TO ANY SITE
OR DEMOLITION WORK. PERCENT PERVIOUS COVERED 49,870APPROVED w
CITY OF ATLANTIC BEA H m
DUILUIM.1 OFFICE
z D
0 z
0 DEC 0 8 2005 0
z
THESE PLANS DESIGNED PER STANDARD FOR HURRICANE
RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-99 FOR BY; <
I L
A 110 MILE PER HOUR SUSTAINED WIND LOAD (130 MPH GUST) 0
50
o N,
FILE COPY
u
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PROJEC7 ADDRESS: 500 NAUTICAL BLVD . NORTH I I I I rl�A
21 20 MAYPORT RD. ATLANTIC BEACH, FL
A [DATE: 1 2,/05/2005 REVISED: ATLANTIC E3E:ACH , FLORIDA
904 249 0072
OF .4
CONTRACTOR E3Y OWNER
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0
IZ
REPLACE EXISTING
POOL
SILT SCREEN AREAS OF
DECKING CUT
DOWNGRADE A- 1 IND[--,<, SITE PLAN, AND NOTES
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TOTAL PFRViO(j,-'
4378
E-i-ECTRIC' LINES
T
AND CONNECTIONS LO u <
8791
PRIOR TO ANY SITE
OR DEMOLITION WORK.
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PERCENT PERVIOUS COVERED 49.8%
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APPRoVED
BUII DIN v C-_'
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AUG 2005
MAY 1 l'
23'-B"
LL
2*-6" 2 V-2" 2 1 8
2'-6 19'-2
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