Beach Avenue 697 81--0 1/2- 2 5'-Ir
z
D
NEW EXISTING
10 0 C4
01) 0
zo IQ m 00 0
2x P.T. PREFAB. Lj 0) -
CONT. WOOD PLATE EXISTING ASBESTOS
WALL SHINGLES
SLOPE
LO u
00 Do
X,/
C.J.-% ER
sa EXISTING 2 STORY 0 0
'ORT9' DECK RAILING TIE 6d DEFORMEMED
BEYOND AT EACH SIDE OF 0) 0)
POST. (TYPICAL) SHANK NAILS RESIDENCE
TYPICAL TOP AND
BOTTOM 10 <
.1 Ld <
F=D _TT7 _FF I- LA_
SLOP E
2x2 P.T. 0 7' D.C. 3/4
(TYPICAL)
2x6 P.T. FLAT DECKING N
o 6" TOP ELEV.
2ND FLOOR.
3/4 %C6 cli Li
2x4 P.T. CONT. 8 L W CONT. FLASHING
TYPICAL
2" 2
2-202 P.T. W/ 2
6-5/8"0 GALV. 4- CONC. SLAB ON
LAG BOLTS 0 WOOD 041 1
POST LOCATIONS. In COMPACTED GRADE.
(TYPICAL) 2-1/4r (TYPICAL)
I
3
4
B�C
L
rL
OW
Top EL
m 2ND FLOOR,
CON
Typ,
U 1
�3/4!* NOTCH
0 \_ EXISTING 2x8
po 202 P.T. DECK JOIST WOOD JOISTS
0 24- C/C.
4x6 P.T. WOOD POST 2-202 P.T. CONT. W/ N, Li
5/8- GALV. LAG BOLTS 0.
p Lo ol
STAGGER T & B 0 8' C/C C14
BETWEEN EVERY OTHER
DECK JOIST.
EXISTING ASBESTOS EXISTING WOOD
WALL SHINGLES STUD WALL
Ba 150 flim Li
EAST ELEVATION
SCALE: 1/47 1 0" 4x6 P.T. u
4x6 P.T. WOOD
POST. (TYPICAL)
4� CONC. SLAB ON COMPACTED 4'-Cf' 4'-Cf' 6*-0 1/2" 6-IT
GRADE W/ 6x6 WI.4/Wl.4 6'-10" 6'-Cr
W,W,I, TOP. TYP,
"MPAHD22" 0 EACH
WOOD POST
25'-8 112'
1/2" E.J. <
ui Lj Gi
ry
D 0
ry
Z
X—X—X
X—X X—X— PATIO SLAB PLAN Lj 0
SCALE: 1/4" 1 0" Ld
.11 a I
m >
LJ
I u < c)
UJ
�E
—X—X—"-
2x 12 P.T. WITH CUT
2x12 P.T. STRINGERS
m
2#5 CONT. #3 0 36- TRANISV. u M
81-0 1/2' 25'-Er Z, 2
15
4 TREADS < 0
SECTION .Er 1/2' SPACE-1, < ILL_
SCALE: 3/4" V-0"
5a
tD Li
x 2�_6 P.T.
a 24 C,C" m
C-4
GENERAL NOTES AND DESIGN CRITERIA
2x12 P.T. WITH CUT
2xI2 P.T. STRINGERS
1. CODES: Z
STANDARD BUILDING CODE (1989/1990 EDITION), AISC, ACI, 10
ATIC, NDS, AWPA, APA (LATEST EDITION).
2. LIVE LOADS: 0 -1
0 00 MOVE EXISTING TRIM AND
11 SECURE NEW 2-2xI2 P.T. W1
DECK..............................................................................40 PSF '�k-EXISTING 20 WOOD 5/ GALV. LAG BOLTS,
FLOOF JOIST 0 EQ. SPAC NG STAGGERED TOP AND BOTTOM
AND fr C.C. BETWEEN EVERY
a OTHER 202 P.T. DECK JOIST
3. WIND LOADS: (1 10 MPH ZONE) A-
BASIC VELOCITY PRESSURE...........................................20 PSF C14
4. MATERIALS: _NQTE: RAILING NOT SHOWN FOR CLARITY
CONCRETE (NORMAL WEIGHT - 28 DAYS): 2-2x6 P.T. NEW 2x12 P.T. DECK J015T 0 24" C.C.
0
FLAT TREAD (TYP)
SLAB ON GRADE AND THICK SLAB EDGE................3000 PSI
REINFORCING: ASTM A615, GR. 60
z
WELDED WIRE FABRIC: ASTM A185 0
STRUCTURAL STEEL: ASTM A36 w
V)
ALLOWABLE SOIL BEARING PRESSURE ASSUMED..........3000 PSF
LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPER 1
OF THE STANDARD BUILDING CODE.
202 P.T. CUT
STRINGER (TYP)
SOUTHERN - YELLOW - PINE, MC 19, NO. 2
CONNECTORS: ALL MECHANICAL CONNECTORS SHOWN ARE BY
"SIMPSON" AND IT IS RECOMMENDED THAT THEY BE
HOT DIPPED GALVANIZED OR AT LEAST "Z" COATED 4x6 P.T. WOOD
(TYP AL) POST. (TYPICAL) <
TO REDUCE MAINTENANCE EXPENSES.
5. TEMPORARY BRACING AND SHORING: 4'-T 4'-U' 6'-0 112" 6'-lT 6'-Or 2-2XI2 W1 6-5/8-0
r2_'� GALV. LAG BOLTS 0 WOOD Ld
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING SECTION — POST LOCATIONS (TYPICAL)
AND SHORING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP SCALE: 3/4" 1 oll 25'-8 1/2"
DECK SAFE AND PLUMB UNTIL THE ENTIRE DECK STRUCTURE IS -IN JOB NO. 9160
PLACE. CONNECTORS SHOWN ON THE DRAWING ARE FOR THE
COMPLETED STRUCTURE ONLY. REQUIRED TEMPORARY SHORING is
NOT SHOWN ON THE DRAWING AND THE CONTRACTOR IS FULLY DRAWN: TMM
RESPONSIBLE FOR PROVIDING IT. Ire c(c
DECK FRAMING PLAN
-14-91
ytcy'10 DATE:
SCALE: 1/4" V-0"
v
AlPiPROVED LE: AS NOTED
SCA
APPROVED CITY OF ATLANTIC BEACWNY
BUILDING OFFICE
CITY OF ATLANTIC BEACH
PLANNING & ZONING OFFICE
NOV 27 DRAWING NO.
NOV 2 7 1991
NOV 2 11991
I
By
d Zoning
Building an
—N)
MAP SHOWING SURVEY OF
Z-07 <E;
4 7 471-A1,171C 884C
(o '7 r-7
At RECORDED IN PLAT 1300K f-5 PAGE 6t5 OF P' UgLIC RECORDS OF DUVAL CO., FLA.
FOR
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NOV 211991 !
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1.7' Co"C' 54�4 W t 1- 7)
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I HERESY CERTIFY THAT I HAVE SURVEYED THE LAND8 AS, SHOWN IN THE A13OVE CAP I ION
ANb tHithk Ake No kNC116ACHMENTS.
SIGNED RZOISTgRiti) SURVKYOR 140. 7/
02/0 Aa4-1,5-Z�WL,—H 1?,1.40
SCALE:
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