1637 BEACH AVE - RETAING WALL REVISION GARAGE 7-6-17 002 EXISTING WALL
FRAMING
WALL FRAMING WALL SHEATHING EXISTING FLOOR
FRAMING
Lou Pontigo and
Associates, Inc.
#4 @ 12"
O.C. HORIZ420 Osceola Avenue
TOP OF WALL 8" MIN.
)ax. beach, Florida 32250
WALL FRAMING WALL SHEATHING Ph. 242-0908 Fax.241-9557
7.25" CONCRETE RETAINING WALL Jo 8" MIN. FL:CA# 8344 SC:CA#3579
w/ 1-#5 VERTICAL @ 12" O.C.
#4 @ 12" HOLD VERTICAL REINFORCING a d \l/\/ a
TOWARDS OUTSIDE FACE.
TOP OF WALL O.C. HORIZ' /\/ �,/\ a�� �41�•,ER S
/ /� \\/ter / S q
7.25" CONCRETE RETAINING��WALL 8" MIN. 1 HOLD 4° /\//%/ •C'�••• No. ••'G
w/ 1 #5 VERTICAL @ 12 O.C. 2 / CLEAR 1
HOLD VERTICAL REINFORCING d ///\�//\//\/ o a 2 6" MIN.
TOWARDS OUTSIDE FACE. HOLD 42" C° 42" '4. �p;•�TA F •:Q
X< > 7.25" CONCRETE WALL EXISTING GARAGE ° s ,��S••�O ••���
1-#5 VERTICAL DOWEL w/ 04 X 2 /2 CLEAR 1-#5 VERTICAL DOWEL w/ a (4000psi CONC z��� sj••••"•• `••�,
STANDARD 90• BEND AND d STANDARD 90' BEND AND d ( P ) RETAINING WALL 57 STONE OR ',' '01VAL►+�'""+'
30" MIN. LAP w/ VERTICAL 1 a» 30" MIN. LAP w/ VERTICAL 10" 4 #
REINFORCING @ 12" O.C. 7.25" CONCRETE WALL REINFORCING @ 12" O.C. a a° SIMILAR FOR Christopher ) Sabourin PE
4
(4000psi CONC) DRAINAGE BY 5 DOWEL 15 DOWEL BUILDER F L P E#7 t 4 s t
O d '
4
12"x42" CONCRETE FOOTING a REVISIONS DATE
12' x42" CONCRETE FOOTING WATER PROOFING
Q 0 GARAGE 06.15.1
41 0 5 j� w w/4-#5 CONTINUOUS AND ° ° d G1 -5 w w -#5 CONTINUOUS AND MEMBRANE BY PAIR
4 v #5 x 3 -0 HORIZONTAL w/ 6 4 U #5 x 3 -0 HORIZONTAL w/ 6"
"' BUILDER
° 4- ° HOOK @ 12" O.C. ALIGNED w/ ° 4 d HOOK @ 12" O.C. ALIGNED w/
z - VERTICAL DOWELS - z_ - VERTICAL DOWELS
d' d a,
N ° e 00 `�`' ° . ° ° GEOTEXTILE BY
° BUILDER
a.
CONTINUOUS 3" CLEAR CONTINUOUS 3 " CLEAR FIELD ALTERATION
Z d ,
12y) 30" 12" 30" d ° CONTRACTOR SHALL CONTACT LOU
/\ \ \/ / PONTIGO fi ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
HOLD VERTICAL HOLD VERTICAL \\j\\\/\\%\%\//\\ j MODIFICATIONS WHICH MAY VARY
/ / FROM THE INTENT OF THE ORIGINAL
" EEREINFORCING TOWARDS 42" 42FORCING TOWARDS \/\/ /\/i\X CONSTRIJ TION DOCUMENTS.ANY
FIELD\/\/\ ad BEINGLTERNATIONS OU�ONaIOR TO
TIIGO
INSIDE FACE INSIDE FACE \� j\/ ° 4 GAPPROVED BY ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
DRAINAGE PER BUILDER �EDRAINAGE PER BUILDER \�\ ° INSPECTION FEES.
SECTION 1 A SECTION 18
1 RETAINING WALL DETAILS r2 GRADING RECOMMENDATION
S1.0 SCALE: N.T.S (BACKFILL WITH CLEAN FREE DRAINING SAND OR GRAVEL WITH LESS THAN 10% FINES) S1.0 SCALE: 3/4" = 1'-0"
L LJ J
U L
z LLI
ti >
L LI
II
UJ U
EXISTING NEW WALL
FLOOR
SYSTEM FRAMING TO EXISTING
w/ MSTA24 @ 32" O.C. U
Z ::
,
2x- WALL FRAMING W
Z
@ 16" O.C.
o 0 0 0
. o o � mQ
1/2"x6" TITEN HD
@ 24" O.C. ° d° d a
d d °
a da a 4 a
7.25" CONCRETE RETAINING 18" , o ° : ° ° ° ° d °
PROVIDE 'Z'—BAR 4 d d APPROXIMATE
WALL w/ 1—#5 VERTICAL 18 LINE OF GRADE W
@ WALL STEP ° ° d ° a d d d ° d a d 4
@ 12 O.C. 18 4. d ° 4 d e 4' d.'
d 4 a a d 4 d d °
° a ° d ° °
° a ° 4 d ° e
° O 4, d 4 4 _ Q d d e,�.+ d e ° : O d4 d a .d °' \ \ / / /\ \
.b '• .d d r� —. 44 .d .. ° a a 4 ° 4 �/ // \\\,,fi OFFICE COPY
° d ° ° 4 d d d ° d ° \ GARAGE
d 4 #5 x 30 LONA a /�\/\\/\//\\//\\~//
4 q 4 ° d — ° d a \ /ice//\�/\\ \ / c FOUNDATION
d d ° DOWEL BARS DRILLED REVISION
C
J d d d 4 ° 4 Qa d a. Q . 4e 4. d ° AND°�EPOIED �» MIN.4.. d 4 \\/\// p DETAILS
o ° ° a d ° d 2". 0:C.d. ° ° ° BP# - G Q3
d' e a DATES_/
° SIGNED-
4 YI'�
c 4 .4° d d a °
1 d ° d / // \ \ \ DO NOT SCALE DIMENSIONS FROM
° ' q a d, d. :q . THESE DRAWINGS.IF A DIMENSION IS
/�\/i/\\/\\//\\/ ° . 97 • ° a • • • d . d . • a' XL 4 q a A a \\ � \/ UNCLEAR REFER TO THE
'. • d • -� d • •
° d d d ° ARC OR
\ d c '° d ARCHITECTURAL DRAWINGS
/\ c d ° ° . a'. d d 4. ° d a° q ° d CONTACT THE EO.R.
/\ e Q °. 4 .d .d ° . ° Q' Odd d d a, 4 4-
74-
4' INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS P'ILAN NAME
„ HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF ECKSTEIN RESIDENCE
5 x 30 LONG DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR
1 A 1 B # DESIGN/!DRAWN/CHECKED
S1.0 S1.0 DOWEL BARS DRILLED STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY CS MK LAP
AND EPDXIED 6" MIN. VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE
SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR 06.15.17
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR SCALE
rT� ELEVATION AS NOTED
ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No.
S1.0 SCALE: 3/4" = 1'-0" DAMAGED EXISTING STRUCTURAL MEM ERS DISCOVERED DURING
30
CONSTRUCTION. THE CONTRACTORS ALL PROVIDE ALL TEMPORARY ELKS CONTROL
o.
CONTROL No.
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET
_j
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S4,0
SHEET $ OF �j