152 3rd st foundation I
6x6 SYP#2 P.T.
WATERPROOFING BY BUILDER
C POST (BEYOND) � 12 WIDE CONCRETE
FOOTING w/ 2-#5 TO
1 , My
SIMPSON ABU66 2x8 P.T. @ 12„ O.C. SUPPORT STAIRS.
4x4 P.T. POST, ;
POST BASE w/%" FLOOR JOIST 1 SEE DETAIL 7/SO.2 k . 4
THREADED RO LUS26 HANGER w/ J-��-��V���.���� SEE 8/S0.2 .d k
EPDXIED 8" MIN 1Odx1Y2" DECKING
F2.0 Loin Pontigo and
(BEYOND) _ Ljj I E-- - Associates, Inc.
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8x8 BOND BEAM w/ 1-#4 CONT. , ' 6 420 Osceola Avenue
Jax. Beach, Florida 32250
_ I
F2.01 F2.0 50'2 Ph.242-0908 Fax.241-9557
TYPICAL WALL FRAMING � -
8 CMU STEM WALL w/#4 ✓�\ \ ° \ \ \ SOLE PLATE ANCHOR I F_ �
/# / // = 2x8 P.T. LEDGER, FASTEN TO STEMWALL / / / FL:CA# 8344 SC:CA# 3579
2x8 P.T. LEDGER, FASTEN TO FOOTING / / AND ANCHORAGE PER
ERTICAL DOWELS w/STD.90"�` \\\�\�- " " " °' ° \/\\\I SEE PLAN �_ CONTACT US WITH YOUR COMMENTS
/, 6-Y4 x3Y4 TITENS @ 16 O.C. w 6-Y4 x3Y4 TITENS @ 16 O.C. /�\\/\\/�`y CONSTRUCTION SPECS. I I - - - _ _ - _ - - - - - - - 6 COMMEN_T.S:,; ,L ;s ,;COM
BEND INTO FTG. SPACE // w
/48 0., \ j -� � � -� �/-� -�. \ �, \ � � 7/ �T� �`�• 2-#5 COCONT. I � _ Fe,
\/\/\/\/�/ \/\/\ /\ �/\/�/ \j \j/ / / / / / SLAB ONL\ \ DETAIL 1/S0.0�\ �. / - a - GRADE' % mo / / / / . � 0R FOOTING \ ° \ - SEE PLAN. I f �1�
CONTINUOUS C ON C R E T / /° // // /�/ // // // //\ �\//\//.//. \//\//\/,/\//\//� /\//\//\//\//\// 63 y
FOOTIN
-44
41
2 MUD SLA DRAIN BY OTHERS 8%20" w/(2)#5 CONT. I
4�F,
S0.2 213'
50.2
4 SECTION @PORCH 5 BEARING AT INTERIOR I - - - - - - - - - IZEVIsioNs DATE
S1.0 SCALE: 3/4" = 1'-0" S1.0 � SCALE: 3/4" = 1'-0" � I � I
1 FIELD CONDITIONS 04.29.1
4" CONCRETE SLAB w/
FIBERMESH @ 1.5 LBS/CU.YD.
OF CONCRETE OR 6x6 W1.4xW1.4
1 2-#5x30"HORIZONTAL 2 WWF ON 6MIL I VAPOR BARRIER
6x6 P.T. POST, S1.0 REBAR EPDXIED 6" S1.0
IN PREPARED IGRADE.
SEE 4/S1.0 INTO EXISTING FOOTING J
(8 PLACES) - _ _F - - � - L _
FIELD ALTERATION
°. 4 PROVIDE SAW CUTS PER __ --- "``-_r CONTRACTOR SHALL CONTACT LOU
_ d
d 6
- -i d ° -.- - -°-d I� -d- d -O- n MAKING ANY STRUCTURAL FIELD
Td I °, ,•° _ d <� L I I 4/_S-O.-�;--Bl1rtLDE I 50.2 MODIFICATIONS WHICH MAY VARY
2x8 P.T. LEDGER, FASTEN TO STEMWALL I (� � - d COORDINATE WITH FINISH _- I FROM THE INTENT OF THE ORIGINAL
"'� 4 ° d d d d ° d 4 ° d° I CONSTRUCTION DOCUMENTS.ANY
FLCIOI\ M TE I\�AL. FIELD ALTERNATIONS MADE PRIOR TO
w/ 6-Y4"x3Y4" TITENS @ 16" O.0 ( d ° 4' d 4 °' ° d 4 ' d 4 d . _ I BEING APPROVED BY LOU PONTIGO&
p .°d I ° d .° ° d d I I I i I. ASSOCIATES MAY RESULT IN
o d' 4 i ° ° ° d I 6 I 11 ADDITIONAL ENGINEERING OR
d I I 41 ° I ' I I NSPECTION FEES.
_ I 4" CON'CRE�fE SCAB W, d. I I I - - - - - - - --- -
°° ) 011
-
" FIBERMESH @ 'l':,'5 LBS/,CU YD. a ' G
C?F. CO`NCRE=TE OR 6q.6d,W1.4x:W1.41 F1,1
° d WWF ON. 6MIL VAPOR BARRIER
INd PRE6RED GRADE. °
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F �XI ST �N °A � M I ) Q
IN PRE .'/ R GFADE
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S1.0 EXISTING FOOTING 2
51.0 Z
FILE Q
FOUNDATION PLAN REVIEWED FOR CODE COMPLIANCE j
SCALE: 1/4" = 1'-0" CITY OF SEE ERMI�TS F't?RTAt7�DIIC �TEONAL
REQUIREMENTS.AND CONDITIONS
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED, TO THE Q
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, } REVIEWED BY. DATe
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
R FERENCE ONLY.
2 FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODS. 1
3 SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED J NOTE:
PROCTOR IN ACCORDANCE WITH ASTM D 1557. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY
4 DIMENSIONS INDICATED ON THIS PLAN ARE TO CENTERLINE OF FOOTING UNLESS ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE
OTHERWISE SHOWN TO THE EDGE OF AN ELEMENT. ) STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW
TYPICAL WALL FRAMING 1 CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT
AND ANCHORAGE PER EXISTING WALL STUDS / EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. FOUNDATION
CONSTRUCTION SPECS. EXISTING WALL FRAMING THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING,
EMBED NEW 2x8 P.T. LEDGER TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES PLAN
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
FLOOR TO REMAIN, CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE
1 SLAB ON SLAB ON SLAB ON FASTEN w/ NEW BUCKET SOLE RESPONSIBILITY OF THE CONTRACTOR.
GRADE, GRADE, dd° 'd d.° ` GRADE, d' 'd°. 'a d.' DO NOT SCALE DIMENSIONS FROM
SEE PLAN. SEE PLAN. EE PLAN. -�/ j° d THESE DRAWINGS.IFA DIMENSION IS
° c ° ) UNCLEAR REFER TO THE
e d ARCHITECTURAL DRAWINGS OR
X
00
d d -
? d d d GRADE ° d d ° J GRADE
CONTACT THE EO
N NA
O z /� °,� ° '\ r \ I ° Z��XN �\ PLA ME
N ° \�\ T �\ FOOTING SCHEDULE AND NOTES HI LLIS RESIDENCE
EXISTING 4x4 TO BE REMOVED /
DESIGN/DRAWN/CHECKED
\\ ���EXISTING 4x4 TO BE REMOVED �j` �\i .41 l \
TYPE LENGTH WIDTH DEPTH BOTTOM BARS
`•_.</ i�,r .� �S ° •, ,\ � ° EXISTING CONCRETE CURB cs JMD LAP
/ #3 @ 48" O.C. OR \<�___�/� / \\ /fir �\ TO BE REMOVED F2.o 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE
�.,\ ��. EXISTING CONCRETE CURB NEW CONC. FOOTING
-- ----- \/ /� r � /�/_ - l F2.5 2'-6" 2'-6" 1'-o" 3-#5 EA. WAY BOT. 02.04.2015
ROD CHAIRS (TYP.) #3 @ 48" O.C. OR `���_1���-`- - TO BE REMOVED --- - /
16" ROD CHAIRS (TYP.) #
3 @ 48" O.C. OR F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO.
w/(2)#5 CONT. w/(2)#5 CONT. ROD CHAIRS (TYP.) 16" w/(2)#5 CONT. ) F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 5236
16" F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA, WAY BOT. TRUSS ID.
MONOLITHIC EDGE FOOTING MONOLITHIC EDGE FOOTING FHI 4'-6" 4'-6" 1'-0" NFO. EL WAY BOT. N/A
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO.
1 MONOLITHIC EDGE FOOTING 2 AT EXISTING I TERIORrT� AT EXISTING EXTERIOR 1 FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, HANN-14-00418
/ STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY. SHEET
S1.0 SCALE: 3/4" = 1'-0" S1.0 SCALE: 3/4" = V-0" S1.0 SCALE: 3/4" = 1'-0"
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SLO 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 oF12