152 3rd St - Permit 15-RADD-1374 (2)12" WIDE CONCRETE
FOOTING w/ 2—#5 TO
SUPPORT STAIRS.
SEE DETAIL 7/SO.2
m
( CHANGED BUILDING LAYOUT )
( AND DRAWING TO MATCH
FIELD CONDITIONS
2x8 SYP# @�
16 0.C.
F2.0
S1.0
SEE 8/SO.2
(TYP)
F2.0 2
E.-,
L00-
-
------------
----
I
SA NCLT
17
Al I
2LF
(2SEE42/S1.0 � s1.0 I Ii
Q I PROVIDE SAW CUTS PER
< 2/SO.2, BUILDER TO
COORDINATE WITH FINISH
1 J FLOOR MATERIAL.
SO.2 I i
SAWCUT — 1
� I
4" CONCRETE I SLAB w/
FIBFRMESH @ 1.5 LBS/CU.YD.
OF CONCRETE OR bx6 W1.4xW1.4
WWF ON 6MILVAPOR BARRIER
IN PREPARED I (GRADE.
i
i
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
5
SO.2
1. THIS FOUNDATION PLAN ZINLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
4. DIMENSIONS INDICATED 6N THIS PLAN ARE TO CENTERLINE OF FOOTING UNLESS
OTHERWISE SHOWN TO THE EDGE OF AN ELEMENT.
&,-. .-.r-�-.-.-._*�-.-.-.-.-.--N-.-.-.--.-.-.-.-_N __1% 1-1-.-.w.r.-_1%__% •--N-.--.-�-.-. .-.-.-.-.
2x8 LEDGER, FASTEN
TO WALL w/(4)10d
2x8 SYP#2 @ 16" O.C.
FASTEN TO LEDGER w/LUS28�
8" CMU OPEN BOTTOM LINTEL
BLOCK w/ 1—fi5 CONTINUOUS
SLAB ON
GRADE—
SEE PLAN }
O LLJQ
' I?U
TYPICAL WALL FRAMING AND
ANCHORAGE PER
CONSTRUCTION SPECS.
SOLE PLATE ANCHOR,
SEE 2/SO.0
8" CMU STEM WALL w/#4
VERTICAL DOWELS @ 24"
O.C. 90' BEND INTO FTG.
d
a
• .d CONTINUOUS CONCRETE
a f
3" CLEAR FOOTING
TYP
10"x20"
w/ 2—#5 CONT.
OFF GRADE FLOOR AT STEMWALL
(2)2x10 BEAM
H2.5T FROM BEAM
TO POST
(2)2x4 POST. FASTEN TO
CONIC w/SIMPSON DTT2Z
w/Y2%6" TITEN HD.
_ d
2x4 BOT PLATE.--//
8x16 COQ TINUOUS CONC.
FOOTING w/(2)#5
FLOOR
SHEATHING
2x8 SYP#2 @ 16" O.C.
FASTEN TO BEAM w/LUS28
2 SECTION
AT STEPDOWN
WIDTH
DEPTH
BOTTOM
BARS
F2.0
2'-0"
2'-0"
1'-0"
(
WAY BOT.
(
2'-6"
2'-6"
1'-0"
(
WAY BOT.
( 2x8 LEDGER, FASTEN
3'-0"
TO WALL w/(4)10d
TYPICAL WALL FRAMING AND
3-#5 EA.
ANCHORAGE PER
( 2x8 SYP#2 @ 16"
S-6"
S-6"
CONSTRUCTION SPECS.
4-#5 EA.
WAY BOT.
F4.0
4'-0"
4'-0"
1'-0"
4-#5 EA.
SOLE PLATE ANCHOR,
(
4'-6"
4'-6"
SEE 2/SO.0
4-#5 EA.
(
(
( 8" CMU OPEN BOTTOM LINTEL
-
( BLOCK w/ 1—#5 CONTINUOUS
-
(
+
8" CMU STEM WALL w/#4
( SLAB —
VERTICAL DOWELS @ 24"
O.C. 90• BEND INTO FTG.
SEEAPLAN
( o
w a
( i �� • d °° a • d CONTINUOUS CONCRETE
( 3" CLEAR FOOTING
( TYP
(
( 10"x20"
(
( w/ 2—#5 CONT.
c
( 3 PARALLEL FLOOR AT STEMWALL
( s1.o
c
FOOTING SCHEDULE AND NOTES
TYPE
LENGTH
WIDTH
DEPTH
BOTTOM
BARS
F2.0
2'-0"
2'-0"
1'-0"
3-#5 EA.
WAY BOT.
F2.5
2'-6"
2'-6"
1'-0"
3-#5 EA.
WAY BOT.
F3.0
3'-0"
3'-0"
1'-0"
3-#5 EA.
WAY BOT.
F3.5
S-6"
S-6"
1'-0"
4-#5 EA.
WAY BOT.
F4.0
4'-0"
4'-0"
1'-0"
4-#5 EA.
WAY BOT.
F4.5
4'-6"
4'-6"
1'-0"
4-#5 EA.
WAY BOT.
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557,
Lou Ponti3o and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
CONTACT US WITH YOUR COMMENTS
COMMENTS @ LF-A.COM
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO Er ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO Et
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
1
0
` No. 53311
OF
.
lii�9iifa:a .
REVISIONS
DATE
QFOUNDATION
100815
COORDINATION COORDINATION
AS -BUILT
02.18.16
CONDITIONS
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO Er ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO Et
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
O
AN
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152 3rd Street Atlantic Beach, FL
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=HILLIS RESIDENCE
152 3rd Street Atlantic Beach, FL