Ocean Breeze Drive 50 Ir A
1
3 3'
10)- 811 DECK SHALL BE AT ELEVATION TO BE ESTABLISHED - - - -
-
BY OWNER. FRAMING SHALL BE P.T. 2 X 6 ® 16" O.C
10' - 4„ - - 10 12�- 8„ _ W/2X6 DECKING.
I I I I I
L-- - L-- -J L_ �J --- — --- _— -- _
2'- 8” SQ X 10" CON C. FTG.,
W 3- 5 EW & 4- #4 DOWELS I o
& SIMPSON CB88 COLUMN BASE. \
#5 DOWEL AND CONC. FILL.
�„ 2'- 0" X 10 CONE. FTG. -- -
(TYP. WHERE SHOWN ). 2 112-) 3'-8 W/3- 5 B (TYP. EXCEPT
\ CLEAR I EAST WALL).
— - -- _
C7 ---- —
---
- - ------- - - ---- -- - - -------
- - -- - - -__
2_-X--4- @ 24,
O.
14, Exp T'
2 -- O„ X 10 co--,
C. FTo 30
I [, 11
W/3- #5 T & B 4„ 0---ROOF DRAIN
-
4SI I
-
_
---
CD 1 (EAST WALL ONL
II
N RUN ROOF DRAIN
LEADER DOWN
SLDPE 2”
LAUNDRY
1 I I TURN DOWN SLA W/#5 I i I I I 1 __._ _____ �,___ - CHUTE SPACE.
4 TYP. WHERE SHOWN
I
1 I �r.�t:,.�
g„
STEP I I I I I I -_- - ---•--- --
1I II >>I I -8„ I I
I I I
10 10 7 - 1 � T51 I I 10,
I
I I j I1 I I I I I I i U
I
1 /4„ EXP. JT. 4” DIA.
Y- -17J PIPE C10L.AUT �ca1 r I'r' �110f h
U) -
CONC. FTG. 3' SQ.
1 i 1 ' THICK W/4-- #4 E �- --
_ -
(TYPICAL) 4" STEP --
_ i I l II
CD - -------- -
I
1 CONIC. SLAB 11 I L 1
L _ — _ _ ,_ __� — --_ — _ Ll - - - J �L _ - - .__.- - ——
❑ W � __--- -_ __ ❑ LL_._._..._..
Qp - o _� n _ _ NOTE: ALL ROOF RAFTERS & JTS SHALL BE
L-- . - - - - - - -- - - - --- -------- - - - _ _ - __. __- _ - - - - - _------- - - - - - - -- --- - - - - - - --- -- - - - -- 2X10 UNLESS OTHERWISE NOTED.
8" CONC. BLOCK
(TYP. WHERE SHOWN). ROOF FRAMING PLAN
6'- 4 112" 6'- g" 6)-921 --6'-g�> -- 6'- 4 1 /2))
SCALE: 1/4"=1 '—p,.
I I I I I I I I 5/8" 0 ANCHOR BOLT 2x10 JOISTS
F -1 1�--1 1� 1
10"x10"x1/4" PLATE 10"x1 D"x1/4" PLATE
WELDED TO TOP PLATE \ WELDED TO TOP PLATE
—J L—I� J —J L J
- -�
2'- 8" SQ. X 10" CONC. FTG. ___ 3 1/8" x 10 1/2" LAM BM - _ -- - - --
4- 4 DOWELS -- CUT TO FIT ON P.T. 2X6
W 3-- #5 EW & # I SIMPSON CB44 (TYP. ) PLATE AS SHOWN. 5/a~ BOLT
& SI PS CB88 COLUMN BASE. ------
P.T. 2X6 PLATE
1 - _ -- -•-�-- ----__.� - 1 IIII `� TOP PLATE
1 I I I I I "x510"x5%3/4" J '-- 10"x5"x3/4" TOP PLATE
I I 1 I 1
24" WIDE, 10 DEEP & 1/2" 0 BOLT 48" O.C. 10
I I I I I
L----- 5'- 6" LONG W/2- #5 REBARS. '
I I I I I I 2—#5 REBAR do CONE. FILL � II IIII 5" WIDE, 10" HIGH & "U" SHAPED 3 1/8- X 10 1/2" LkM. BEAM
I I I I I I OWNER SHALL_ DETERMINE LOCATION II 1111 1/4" PLATE W/2-1/4" STRAP
ANCHORS 18" LONG
AND ELEVATION SUBJECT TO LANDSCAPING. n n .
4" 0 PIPE COLUMN - — 4 0 PIPE COLUMN
RESIDENCE FOR
MICHAEL J. & CYNTHIA W. GROSSBERG
N0 rE: STAIR STR;NGERS SHALL BE 3-- P.T. 2X12.
�- #5 VERTICAL REBAR & CONC. FILL
FOUNDATION PLAN�I STAIR POSTS SFaAI.L BE P. T. 4X4 MIf JIMUM.
`✓I FOUNDATION PLAN & ROOF FRAMING PLAN
TREADS SHALL ALL BL P. T.2X6. _SECTION- TH R U LAMINATED BEAM CONNECTIONS BILLY M. ARZIE, ARCHITECT AR 0006448
--- 770 East Coast Drive
SCALE: 1 /4"=V-0" Atlantic Beach, FL 32233
(904) 249-4526
ACAD FILE NAVE-. MICHAEL 70UNDAT W
DATE I iARGH 15. 1993 FILE No. 9301-1 .