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i �, �I I � I � I I :� I 1 i I I ; :� I ACCORDANCE WITH ACI 301. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE I �; !
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I : I I : I I: � , A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC 'k 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. � � I I i l � '
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: I �I � I I I I i I I I 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED U
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, � � ; , I I i : I I I ! STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI 11 ,,, � � I � . . I
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I I I I ! FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x2O' GRID WITHIN 12 HOURS OF ITRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP DRAWINGS AND , 'Ri I:, I I I I �
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�': �j I � I :1 I � I THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO SUBMITTAL. THE 11 I ) 041 q I zr� K_ '' I
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il , z I, I I : I I! I I GENERAL NOTES SHOP vjPRAWINCS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY REVIEW SHOWS MAJOR ERRORS , i EN I ' ) �I I I , �
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fl� il r - � I i , I l I I 11 -D ON THE SHOP DRAWINGS. ANY CHAN ES, I ,
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,� I I I I , ,'I I I 1 1 SUBSTITUTIONS OR DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. .1 11 , , � � � I
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�, ,;�'' I :� I , 1 � �: I STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ii� ,� 11
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'I'l 1, � �i:, I � : 1 1 1 ::� I : I I I I I :� I i ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. THE SUBMITTED SHOP t . I I I
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1 1 . I i 1� 1 1 . l, I, I : I � I SSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY MANNER NOT TO EXCEED TWO I �' & I I
;i i� - I ���,I , I I I I� � I I � �I �� ; CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL I � I I � 1 ;� I
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,1:�:, F, �� 1�: i� � 1 ,� ! I I I I . �1, I ! . I � I I I I WEEKS,wPRESUMING ALL NECESSARY SHOP DRAWING SUBMITTAL CRITERIA HAVE BEEN MET AND ALL I I I CONTROL NO. � I I 11
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� , OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. EAST SIDE OF PROPERTY LA�DWARD i 1, I I
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�)[��, � � ''!1 1 , �!:; i� I l RTINENT SHOP DRAWING DOCUMENTS REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. � I I . I I I
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t,,, � I ) ! I % I I I : i�I �;�; l� 1 . TIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL I � ! i
i� -I $;i I� 1 1 I � I �� i, 1�2 1 i , ; : i �4l I SHOWN OR NOTED SHALL BE SIMILAR SIMILAR CONDI -
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I I I t �il � �i7 �i ! : ; ,I I I I EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS - I F� - I �
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, �� � I I I THE CONTRACTOR SHALL INFORM THE ENGINEER IN DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS
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X,4 H,
W4
Pull 1,
Lou Pontigo and
J,� 8"x8" CMU OPEN BOTTOM Associates, Inc.
LINTEL BLOCK BOND BEAM
420 Osceola Avenue
W/ 1-#5 CONT. jax. Beach, Florida 32250
Ph.242-0908 Fax, 241-9557
FL:CA#8344 SC:CA#3579
NOTE: CONTACT US WITH YOUR COMMENTS
'iff
COMMENTS
INSTALL RETAINING
WALL IN 5'-4"
&
p LONG SEGMENTS.
/V
' V:,
A
CY)
8" CMU w/#5 @ 8" 0- 53
C)
PROVIDE HORIZONTAL JOINT O.C. HELD TO INSIDE
< -\—FACE OF WALL, GROUT
REINFORCEMENT AT 16" O.C.
S A
-L-C —
M R ALL CELLS. A\
VERTICALLY, (EVERY OTHE %
ICOURSE) .. ..... .
LCOURSE LL
BACKFILL WITH CLEAN FREE <
i-- - . KIEL HOLD VERTICAL
L)i
S
DRAINING SAND OR GRAVEL
IREVISION
WALL REINF. TO INSIDE DATE.)
WITH LESS THAN 10% FINES .1 - I I
FACE OF WALL!!!
0 : &' -
DRIVE WAY
NOTE: FILL ALL
CELLS SOLID
SLAB
w/ CONCRETE
#5 VER
RI TICAL
FIELD ALTERATION
2P-Op) 1 SPACII
7-
a ——————————————————---—————— — CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
v ,z 4 -- I
K�x�\�x� #5 DOWELx42" LONG DOWEL
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
\\X', RON BAR W1 10" 90* HOOK EXPOSED SIDE CONSTRUCTION DOCUMENTS.ANY
4-#4 EACH FACE OF W4,LL SPAGE FIELD ALTERNATIONS MADE PRIOR TO
fA SENG APPROVED By UOU PONT100 a
Li @ Y RESULT IN
CONTINUOUS a" O.C. ADDITIONAL ENGINEERING OR
7�
ITUMNONIMA
0 FFT-
Nz
#5 VERTIC L IN
�Q
+
CO CRETE FILLEE
4 SOIL SIDE
00 3" CLR. CEL- (TYP:CAL)
----------------------
#4x42" w/6" 31-0 ------
5-4)p
HOOK @ 24" 1/2" CONTROL L
4p-O)) ONTROL
0.C. JOINT
j1h [11 1 1� i FRANGIBLE RETAINING WALL SEGMENT
T
WALL
r2 DETAIL
S2.0 SCALE: 3/4" 1'-0"
61 RETAINING
t I SCALE: 3/4)1
�-o Uj 4<
LLJ
�VKAW�1 4<
VA TO Y LLJ
R
AL JOINT
0 PROVIDE HORIZONT
REINFORCEMENT AT 16"o.c
NIM � Ln
NY
VERTICALLY, (EVERY OTHER
COURSE)
PROVIDE HORIZONTAL JOINT In
REINFORCEMENT AT 16"o.c CONT. OPEN LINTEL
r
BOND BEAM w/
VERTICALLY, (EVERY OTHER
1 NOTE: REBAR 12
ICOURSE) 1-#5
INSTALL RETAINING
PROVIDE HORIZONT
31
AL JOINT CONT. OPEN LINTEL WALL IN 5'-4" NOTE:
REINFORCEMENT AT 16ppox LONG SEGMENTS. INSTALL RETAINING
BOND BEAM W/
-4"
VERTICALLY, (EVERY OTHER -#5 RE AR i�
1 B WALL IN 5'
NOTE: 12
ICOURSE) LONG SEGMENTS.
WALL IN 5'-4"
INSTALL RETAINING 37
CONT. OPEN LINTEL I I q
LONG SEGMENTS. C)
BOND BEAM W/ < i��
1-#5 REBAR 8 C M U W #4 2 4 o.c
12
31 < CENTERED, GROUT RETAINING
2'-0" OF
ALL CELLS
< FI AT G
0 8 �MU W/ 4 @ 40'po.c WALL
RADE
lo #
X 2)-011 OF
8" CMU W/ #4 @ 48"o.c 0 LLJ CENTERED, GROUT
;X CENTERED, GROUT FLAT GRADE
2'-0" OF Z ALJCELLS DETAILS
RADF
FLAT G, ALL CELLS.
-4 LLJ lo: -j
< SECTIONS
7
8pp Y CLR.
3" CLR.
k7\\1;
C� X
NOTE:
NOTE: ��i, NOTE: DO NOT SCALE DIMENSIONS FROM
0 32) CLR
'PROVIDE KEYWAY PROVIDE KEYWAY C")I THESE DRAWINGS.IF,4 ON IS
- - - . -- m: PROVIDE KEYWAY UNCLEAR I
% . CONSTRUCTION JOINT i AT: i
CONSTRUCTION JOINT CONSTRUCTION JOINT ARCHITECTURAL DRAWINGS OR
0 IN RETAINING WALL IN RETAINING WALL 4 CONTACT THE E.O.R.
If% . E� � IN RETAINING WALL
0 � .-L. i
FOOTING @ 5-4" j
co
LFOOTING @ 5-4" O.C. FOOTING @ 5 -4'
PLAN NAME
NEW GARAGE
#4 DOWEL W/-----
j
10" HOOK 2-#5 CONT #4 DOWEL w/ #4 DOWEL w/
I DESIGN/DRAWN/CHECKED
12-#5 CONT -I' N I I � I I I
W/ 10" HOOK ALIGN 10" HOOK ALIGN 3-#5 CONT CS / WAC/LAP
24" #4 0 48",c 24" 1w/ #4 @ 40"m
W/ VERT. REBAR VERT. REBAR 30" w/ #4 @ 24"o.c
CENTERED DATE
XENTERED
CENTERED
011 12M A4
25--COARSE
5—COARSE
CONTROL NO.
�j 378
TRUSS ID.
Q(03"Al"REJ VS3 EE
N/A
LPA NO.
RETAINING WALL DF-TAILS
r3
BLCK-13-00274
SCALE: N.T.S SHEET
T
QJ
its,
kid
S2.0
SHEET 2 OF 2
coca
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