1649 ATLANTIC BEACH DR - STEM WALL REVISION TYPICAL WALL FRAMING
AND ANCHORAGE
I PER CONSTRUCTION SPECS. ^�
51.01 1#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL) - \�
- - - - - - - - - — — — — — — — — - -
-, _
Z
rTi
✓
' ' — � y�` -� SLAB -0N GRADE, U
#a #, _ Q
SEE PLAN. L1J x
V,
AT WALLS GREATER THEN --.
o w
SLAB ON -° % 4'-0" HIGH; NOTIFY E.O.R.
�� _ GRADE- " °- - ' FOR TEMPORARY BRACING Z Z O
( ,, \ ..-. SEE PLAN.. t _ r LAYOUT PLAN. Q N
STEMWALL REINFORCEMENT f O
L
i
. CMU #4 DOWEL TO MATCH F2 0 , I -} REINFORCING ' Q
I _ I 514 • WALL REINFORCING. �
1 COURSES
51.01
1 TO 6 #4 VERT. @ 48'O.C. ONT. CONCRETE FOOTING E-.. r-.1 J O
I �.. ... .. `; L— —r 7 TO 10 #4 VERT. 0 24"O.C.I " s" O O
o ,z #a VERT, ® 6'o.a . F, L`
p
r STEMWALLS OVER 6 COURSES TO 10"x20" 12-STORY, w/(3)#4 OR (2)#5 CONT.
F2.5 - J HAVE TRUSS TYPE. HORIZ. JOINT -I 0 W
F3.0 REINF. BETWEEN EVERY OTHER
-S ;; COURSE. FILL CELLS SOLID. O. ¢O
3,-1, 3r-5' 15. , . PAVERS BY
PROVIDE 2-#4x4 -0' I , , OTHERS 3.
Q STEM WALL EDGE AND FOOTING
CORNER CRACK BARS sK-1 ^(,_ I 51.01
AT SLAB MID-DEPTH. {x — — J L SK-1
W1 4 — — 1
L_
R o 7 2 13 9IRI
�� ` 1 , .'4euiillltlH�dbt
"
� Y ✓' � I 51.01 tt`5"ri e
6 / -
sloz I § tia ° \AGE vS �P o
r
sK-1 s 0, 7146 T 2
w c:
n
1 OF
1,0
C
51.0E 9J, c,�
SAWCUT _ ���ruraieu �nm�"aaa M 0 u-
ti
Q : N n Q
CHRISTOPHERJ. SABOURIN O x N U
STAIRS _
6 SK-1 BY BUILDER. ��
s101 JUN 0 7 2015 O Q
- _8
7g,
FL PE NO 71461
1.01 N
- - - - - - - - — — —
Y;f,.T.,�,, .cr,tr� v ,,,.,.� .; r�' >L.,'_s" 1't -'�_ h >h ;J- i Fr�h- >'S N J✓,'i'; nr ,! Y L 'C rle v err't4 y".e vti, J4'.',`'�-i .4'
,
s o1
FILE COPY
REVISED ;. :.
PARTIAL FOUNDATION PLAN
r qCL� 60-a-c-,h D -
-
TYPICAL WALL FRAMING
AND ANCHORAGE
I PER CONSTRUCTION SPECS. ^�
51.01 1#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL) - \�
- - - - - - - - - — — — — — — — — - --,
BSc is ::, `!:•^ y �'- ':') i�;}i' >."�V '�'hr i . ,� -,: .. ;"v ,� u" / '.' x � i• - _ �'
✓
' ' — � y�` -� SLAB -0N GRADE, U Z
SEE PLAN.VIC-
L1J x
V,
AT WALLS GREATER THEN --.
o wSLA
\V
I } G ADEN " - FOR TEMPORARY BRACI4'-0" HIGH, NOTIFY ONG Z
6 ,,
' N 1 ..... ,• *, SEE PLAN.. � c - -.� LAYOUT PLAN. O
51.0} i
I` STEMWALL REINFORCEMENT O
I I IS 61 $. si 01 CMU - 4 DOWEL TO MATCH �. Ln
a- r LU
COURSES REINFORCING i # Q
WALL REINFORCING.
F2 0p + I 1 TO 6 #4 VERT. @ 48"O.C. ONT. CONCRETE FOOTING E-.. r-.1 J O
I ` L— 7 TO 10 #4 VERT. 0 24'O.C. _ O.
® , I " s" O O
11 TO 12 #a VERT, ® 6'o.a CONT. F,
p
_ r STEMWALLS OVER 6 COURSES TO 10"x20" 12–STORY, w/(3)#4 OR (2)#5 CONT.
F2.5 - J HAVE TRUSS TYPE. HORIZ. JOINT –I O W
F3.0 REINF. BETWEEN EVERY OTHER
–S ;; COURSE. FILL CELLS SOLID. O. ¢O
3,-1, 3r-5' 15. , . PAVERS BY
PROVIDE 2-#4x4 -0' I , , OTHERS 3.
Q STEM WALL EDGE AND FOOTING
CORNER CRACK BARS sK-1 ^(,_ I 51.01
AT SLAB MID-DEPTH. {x — — J L SK-1
W1 4 — — 1
L_
R o 7 2 13 9IRI
�� ` 1 , .'4euiillltlH�dbt
"
� Y ✓' � I 51.01 tt`5"ri e
6 / -
s1o} I § tia ° 1AGE vS �P o
r
sK-1 s 0, 7146
w c:
n
1 OF
1,0
C
51.0E 9J, c,�
SAWCUT _ ���ruraieu �nm�"aaa M 0 u-
ti
Q : N n Q
CHRISTOPHERJ. SABOURIN O x N U
STAIRS _
6 SK-1 BY BUILDER. ��
5101 JUN 0 7 2015 O Q
- _8
7g,
FL PE NO 71461
1.01 N
- - - - - - - - — — —
Y;f,.T,,�,, .cr,tr� v ,,,.,.� .; 7x' >T.,':_r" :c -'�_ h >h ;J- i?;.�%i >'S N J✓,'i'; nr ,! Y L 'C rle v err't4 y".e vti, J4'.',`'�-i .4'
,
s o1
FILE COPY
REVISED ;. :.
PARTIAL FOUNDATION PLAN
r qCL� 60-a-c-,h D -
-