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FAMILY
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4' STEP
NEW SHINGLES
DECK VECK S 181
181 10
(4] 1 = 1 -1
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TT=
REFERENCE NOTES SHEET A2 I : 111 4 JA I I
THE FOLLOWING NOTES APPLY TO ALL OF THE DRAWINGS
ON THIS SHEET BUT DO NOT APPLY TO ANY OTHER SHEET.
F-
[1) WINDOWS TO MATCH EXISTING MATERIAL AND CONFIGURATION
lz
(21 FIXED WINDOW. 91)�SOU�THELEV A TI ON
FIRST FLOOR PLAN
[3] 3/4- PAINTED STUCCO. MATCH EXISTING PAINT SCALE: 1/4
SCALE: 1/4"
1
14] RAILING. TOP OF RAILING 3'-0- ABOVE DECK WITH 6" NOMINAL
SPLASH BOARD MOUNTED TO DECK SIDE OF RAILING. REFER ELEVATIONS
It
(5] BUILT-IN BENCH V-6- ABOVE DECK
[6] BUILT-IN TABLE SURFACE OF TABLE 2'-8- ABOVE DECK r
[7] LOUVER. SIMILAR TO STYLE SHOWN. VERIFY WITH OWNER BEFORE
INSTALLING PAINT TO MATCH EXISTING LOUVER COLOR�
(8] 3-0- ALUMINUM EXTERIOR DOOR WITH SCREEN
DCOR TO HAVE CONFIGURATION S4MILAR TO EXTERIOR
DOORS OFF MASTER BEDROOM. CONSULT WITH OWNER FOR
SPECIFIC INFORMATION.
0 r [9] REPLACE EXISTING WINDOW WITH 2'-S- FRENCH DOOR. PAINT GRADE.
U-) Z
GENERAL NOTES
A ALL DIMENSIONS AND CONDITIONS INDICATED ARE BASED
ON LIMITED SM INVEST)GATIONS AND MEASUREMENTS I
ACTUAL CONDITIONS AND DIMENSIONS ENCOUNTERED MAY
VARY FROM THOSE INDICATED. CONTRACTOR SHALL
VERIFY ALL CONDITIONS AND DIMENDONS IN THE FIELD
BEFORE SUBL41TTING A 810 OR STARTING WORK.
AND NO LESS THAN 3 1/2- OUT
BE A STEP DOWN NO GREATER THAN 4'
THERE SHALL
FROM THE EXISTING HOUSE ONTO THE DECK AND A STEP DOWN OF NO GREATER THAN
I' OUT FROM THE NEW ADDITION ONTO THE DECK
2' AND NO LESS THAN
N NEW SHINGLES
PER OWNERS REQUEST
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L -- - - - - - - - - - - - - - - - - - -
EXISTING PLANTING - - - - - - REMOVE ROOFING DONN TO
TO RE AIN - - - - - - - DECK AT OVERBUILD LOCATIONS
REMOVE EXISTING FRAMING AS NECESSAXY
FOR NEW CowslRuCTION
REMOVE EXISTING AKM DECK
AND STAIRS SALVAGE IF POSSIBLE
REMOVE EXISTING FRAMING
THE HOMEOWNER DES4RES TO LEAVE THIS TREE IN PLACE AS NECESSARY FOR NEW CONSTRUCTION.
CD 1
I THE EXACT LOCATION IS IN CLOSE PROXIMITY TO NEW
CD CONSTRUCTION. CONTRACTOR SHALL CONSULT WTH THE
_j HOMEOWNER UPON COMPLETION OF LAYOUT AND DETERMINE
WHETHER OR NOT IT IS FEASIBLE FOR THE TREE TO REMAINL F01-:
EXISTING TREES IF NOT. THE HOMEOWNER WILL REMOVE OR RE-LOCATE THE 4 0
TO REMAIN TREE z
0 F--- D
L- --- - -
4z I'\ ROOF FRAMING DEMOLITION
FIRST FLOOR DEMOLITION PLAN V-0, c
< �.�SCAL�Ei/e =7tr-O' s�O�
rK
T'
GENERAL NOTES
A REMOVE PLYWOOD DECK AS NECESSARY AT OVERBUILD
LOCATION FOR MECHANICAL AND ELECTRICAL EQUIPMENT.
8 PROTECT EXISTING TREES AND PLANTING PER OWNERS
REQUEST.
C ALL DIMENSIONS AND CONDITIONS INDICATED ARE BASED
ON LIMITED SITE INVESTIGATIONS AND MEASUREMENTS.
'Z ACTUAL CONDITIONS AND DWENSIONS DICOUNITERED MAY
VARY FROM THOSE INDICATED. CONTRACTOR SHALL
VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD
BEFORE SUBMITTING A 80 OR STARTING WORK.
OCEAN WALK U-3 FLAT BOOK 42 PG. 74 - 74C
CATCH BASIN
Z" LOT 5 FD. 1/2- I.P LOT 6 LOT 7
NO 3624
N,10'05*36* E
I r
90 04* so.
FD, 1/2' 1 P
GENERAL DESIGN NOTES
u LB. NO 1048
REMOVE EXISTING ROOF FD. 1/2' LP. RE
0
AS NECESSARY FOR NEW CONSTRUCTION 5.0' EAST OF COR. A. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: F� -3,000 PSI
L.B. NO. 5231
REMOVE EXISTING RAFTER CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AGGREGRATE
WTH A SPECIFIED MOO" COMPRESSIVE STRENGTH OF 2.000 PSI
TEN AS NECESSARY
S
rX Z:1C PROPOSED ON NET AREA (I.ODO PSI ON GROSS AREA) AT 26 DAYS.
FOR ME ONSTRUCTION PROPOSED WOOD DECK PROWDE CONCRETE FILLED VER71CAL CORES IN THIE
WOOD DECK FOUNDATION WALLS AT EA04 END CORNER AT 4*-0' ON CENTER-
0) FILLED CORES WITH REINFORCING BARS CONFORMING TO
I REMOVE PLYWOOD DECK TO CREATE ASIM A615. GRADE 60 AS FOLLOWS.
ATTIC ACCESS
ROPO
ADDITION
WALL TYPE FILLED CORES
8' cmu (91115
U7) REMOVE SHINGLES AT OVERBUILD
CD* 32.r Z9 17.3r
0. REINFORCING STEEL ASTM A615 GRADE 60.
25 1
REMOVE EXISTING WINDOW
cc w I C. ANCHOR BOLTS: ASTM A36 .0
I;j- . D. 54/10-10 WELDED WIRE FABRIC: ASTM AM
zuos
- ----------- 1 2 STORY -0
.7 F7 E. FRAMING LUMM!
L ui
L ALL FRAMING LU111BER SHALL HAVE T14E FOLLOWING MINIMUM
STRUCTURAL PROPERTIES.
Ld 0') CONCRETE
it
L
PAD AND U) ---- :1:400 PSI, E- 1,600,000 PSI
RAFTERS:--- Fb 1 ODO PSI, E- 1,000.000 PSI
BEAMS:------- -
_J
Wj PSI
< '72' ILO ArLL MASONRY
_j kLL --- FLOOR JOISTS:---------- -1.400 PSI. E- 1.600,000 x
U z
I DECK JOISTS:----------F6-1.150 PSI. E- I,6W.00O PS
0 �1;4 &*
I_ 0 STUDS:---------------STUD GRADE
_j _j
0 L)
MISCELLANEOUS FRAMING:--STANDARD GRADE
'ILI r LEGAL a
F. LIVE LOAD: APPROVED
F-1:;�:14 F-14 Pq A4 T-11 RTRT-F44_-R :r 'o
U) z I -------16 PSIF CIRY OF ATLARM KACH F-4
DESCRIPTION ROOF BUILDING OPFICI:
I f 1-1 1 1 4 1 FIRST FLOOR-40 PSF
LOT 50. OCEANWALK UN17 TWO, DECK-------40 PSF
0 AS RECORDED IN PLAT BOOK
CURRENT PUBLIC RECORDS
--- - -- -- -- - - - - CONCRETE qe
___ ____ ____ - ___ - I OF DUVAL COUNTY. FLORIDA.
—------ ---- -------- - -- r DRIVE 0 H. WIND SPEED: 100 MPH
1. DESIGN WINO LOAD$. CATEGORY D (CABO PAGE 308)
< REMOVE EXISTING DECK AND STAIRS, .el WALLS------42 PSF E
SALVAGE IF POSSIBLE ROOF UPLIFT-46 PSF
I,- - - _L _FV0VE NECESSARY WALL AND FRAMING REMOVE EXISTING DECK REAOINGS NZ14
I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 42, PAGES 13-131) OF THE G, SNOW LOAD: 5 PSF JUN
7 14 4-1-4 4-14 1-4 �-14 1-14 �-1-4 &A 0
0 FOR NEW DOOR INSTALLATION Fr) 1/2' 1 P N. DENOTES NORTH j. CONTRACTOR IS RECURED TO MEET ALL APPLICABLE LOCAL BUILDRIOG
NO 3624 10 S. DENOTES SOUIH CODES, GOVER� ORDINANCES AND AUTHORITIES.
E DENOTES EAST I
W. DENOTES WEST co a
5 14'59'05" W, 16' DENOTES 16 DEGREES
Cm-90 5Q' P . 349,74' 15* DENOTES 15 MMUNS OF ARC
z (�,**�WE S�TE L E�VA T 10�ND E�MO L I TI 0 N 414152'57- 19" DENOTES 19 SECONDS OF ARC
Tb SHEET NO:
t') 1994
k,!f,/ SCALE: 1/4- V-0- BAREFOOT TRACE CLOVE
< CH DOOMS CHORD DISTANCE
DENOTES DELTA zjuilding and Zoning
A DENOTES ARC OfSTANCE
Z;j D 1/2� 'P P DENOTES LEOCTm OF PACAUS
40 329e Al
SITE PLAN LNEAL DIMENSION
7� 4�PF.4rTr,; ,rEF-
A',� 4 A
CITV OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ld
LEGAL__DC
liqA)WA-Lk— UtVir ol—J,�T �
ADDRESS AM( 6geer-Itor Trdc,-�-
RE9 //aJ4/6-3-
LOC. ID 9
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PERMIT / 9?7
CONTRACTOR 5:01iiaS