Untitled (2) M' W
8'-0 1/2- 25'-Ir
z
D
NEW EXISTING
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zo IQ x 00 0
2x P.T. PREFAB. EXISTING ASBESTOS W
CONT. WOOD PLATE 1" WALL SHINGLES
b SLOPE LO u
CO 00
X,/
C.J.
d d
'DRTB DECK RAILING TIE EXISTING 2 STORY
BEYOND AT EACH SIDE OF 6d OEFORMEMED RESIDENCE w Cn C)
POST. (TYPICAL) SHANK NAILS Q
TYPICAL TOP AND
BOTTOM 1 Q W Q
`� L I— LA_
I
SLOPE
2x2 P.T. ® 7' O.C. I 3/4»
(TYPICAL)
)
2x6 P.T. FLAT DECKING
® 6" C�C. TOP ELEV. b
2x4 P.T. CONT. 3/4" B LOW 2ND FLOOR. iv w
CON
TYPICAL LASHING
� 3/4
2" 2»
2-2x12 P.T. W/ 2"
6-5/8"0 GALV. ®� ti
LAG BOLTS ® WOOD 041 4" CONC. SLAB ON
POST LOCATIONS. "' COMPACTED GRADE. -�
(TYPICAL) 2-1/4r (TYPICAL)
O 3/4" NOTCH
EXISTING 2x8
po 2x12 P.T. DECK JOIST WOOD JOISTS
0 24" C/C. U U I O
4x6 P.T. WOOD POST 2-2x12 P.T. CONT. W/
5/8" GALV. LAG BOLTS o N
STAGGER T & B ® 8° C/CLo
BETWEEN EVERY OTHER �^
DECK JOIST.
EXISTING ASBESTOS EXISTING WOOD
WALL SHINGLES STUD WALL
Ba 150 flim EAST ELEVATION — W
SCALE: 1/4" = 1'-0" 4x6 P.T. U
4x6 P.T. WOOD z
/ POST. (TYPICAL)
4" CONC. SLAB ON COMPACTED i W
GRADE W/ 6x6 - W1.4/W1.4 4'-0 4'-d 6'-0 1/2" 6'-10" 6'-10" 6'-d
°MPAHD22" ® EACH
W.W.F. TOP. TYP. Q
WOOD POST
i 25'-8 112'
1/2" E.J.
II
a
w � LJJ
n W w tY
ry
D o
X—X—X—X X—"—X PATIO SLAB PLAN w o
SCALE: 1/4" = 1'-0" Q Ld
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I-1I�-1I1=1I1 2 >
III-I I I-I I I I=1 I I-III-(I I_I I U
LJ
• i=T , ter. I I I•I-I I t=,- i•;III-I I hI I I-Iii; " . �, � U Q
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=1 c)
2x12P.T. STRINGERS
Q m
t P 7 TRINGER I
' I — 2x 12 P.T. WITH CUT I
2#5 CONT. #3 0 36" TRANSV. I U m
8'-0 1/2" I 25'-e" [�• Z, 2
SECTION 1 ® 41 TREADS e" 1/r SPACE Q 0
SCALE: 3/4" = V-0"
'X 2x6 P.T. W
v w ® 24 C.C. /-y1
GENERAL NOTES AND DESIGN CRITERIA
C-4
Twn W
1. CODES: 2x12 P.T. WITH CUT
2x 12 P.T. STRINGERS
STANDARD BUILDING CODE (1989/1990 EDITION), AISC, ACI, � ', I, o
RTIC, NDS, AWPA, APA (LATEST EDITION). N
2. LIVE LOADS: 1
O 0D REMOVE EXISTING TRIM AND
11 SECURE NEW 2-2x12 P.T. W/
DECK..............................................................................40 PSF F 0 JOIST 2 EOWOSPACNG STAGGERED OP ANDGALV. LAG BOTTOM
3. WIND LOADS: (1 10 MPH ZONE) ® AND 8" C.C. BETWEEN EVERY
OTHER 2x12 P.T. DECK JOIST
w
BASIC VELOCITY PRESSURE...........................................20 PSF `V
4. MATERIALS: NOTE: RAILING NOT SHOWN FOR CLARITY
I
CONCRETE (NORMAL WEIGHT - 28 DAYS): 2-2x6 P.T. NEW 2x12 P.T. DECK J015T ® 24" C.C.
FLAT TREAD (TYP) �i
SLAB ON GRADE AND THICK SLAB EDGE................3000 PSI
REINFORCING: ASTM A615, GR. 60 t 1"
z
WELDED WIRE FABRIC: ASTM A185 �O
a
STRUCTURAL STEEL: ASTM A36
ALLOWABLE SOIL BEARING PRESSURE ASSUMED..........3000 PSF
LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPER 17
OF THE STANDARD BUILDING CODE.
R r 2x12 P.T. CUT
SOUTHERN - YELLOW - PINE, MC 19, NO. 2
STRINGER (rYP)
I
CONNECTORS: ALL MECHANICAL CONNECTORS SHOWN ARE BY
"SIMPSON" AND IT IS RECOMMENDED THAT THEY BE I I I w
HOT DIPPED GALVANIZED OR AT LEAST "Z" COATED 4x6 P.T. WOOD F
TO REDUCE MAINTENANCE EXPENSES. (TYPICAL) POST. (TYPICAL)
5. TEMPORARY BRACING AND SHORING: 4'-0" 4'-0" 6'-0 1/r 6'-10" 6'-to" 6'-0"
SECTION
r2_'� 2-2x 12 W/ 6-5/8'0
GALV. LAG BOLTS ® WOOD LJ
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING POST LOCATIONS (TYPICAL) a
AND SHORING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP SCALE: 3/4" = 1 '-0" 1 25'-8 1/2" G
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 m�z�
NOT SHOWN ON THE DRAWING AND THE CONTRACTOR IS FULLY ��I� DRAWN: TMM
RESPONSIBLE FOR PROVIDING IT. Ire G( DECK FRAMING PLAN
cy'10G � k ' M"° 1 1 -14-91
al► A DATE:
nQ� Q SCALE: 1/4" = 1 -0'
GI/I AlPiP R O V E D ,�F *`+ 4 SCALE: AS NOTED
APPROVED CITY OF ATLANTIC BEAC�I f
CITY OF ATLANTIC BEACH BUILDING OFFICE t �1
PLANNING & ZONING OFFICE
NOV 2 71 91 �: _ DRAWING NO.
NOV 2 7 1991 0 >�; . �:
NOV 211991
By .
Building and Zoning ~A� -