1665 Beach Ave 2014 Foundation repair ,
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EXISTING FLOOR JOISTS a er 4, ,y ! DIR®45
LOT 17
EXISTING OR NEIN 6 X 6 :SILL -I f
- CONNECT BEAM TO PIER W/ SIMPSON PA51 y
t+'t'/ (12) 16d NAILS, MIN. EMBED.: - 8"
t `PHIS EASEMENT IS SHOWN PICTORIALLY !
I _I I •� I
E-XC \VA1E TO EXPOSE 7E THE `,NIDE OF THE FOOTING. 5' i ONLY AND WAS NOT FIELD VERIFIED
- EASEMENT FIVE (5) FEET FEET IN WIDTH, BEING THE WESTERLY FIVE (5) FEET OF LOS SIXTEEN (16) !
`SAW CUT THE FOOTING TO ENABLE THE ANGLE ^T -) I �I j TO TWENTY (20)> INCLUSIVE, AND THE PROLONGATION OF SAID F€VE (5) FOOT STRIP IN A SOUTHERLY
3E DIRECTLY UNDER THE WALL. _ - - 4 y DIRECTION PARALLEL TO THE WESTERLY LOT LINE OF SAID LOTS SIXTEEN (16) AND SEVENTEEN (17)
4 I I I I (® y ACROSS LASTS THIRTEEN (13) TO FIFTEEN (15), INCLUSIVE, AS IS PARTICULARLY DESCRIBED IN DEED 1
G3 � I® I } S BOOK 720, PAGES 421•--425, PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ;
-1 I I III -i LOT 16
4" X8 X16" CMU
III4 � -- j
y
ExISTir�G 6 X 6 SILLS TO REMAIN
INSTALL 8 >; 8 X 24 X 1/2" STEEL ANGLE Li 1 1 a
SEAT WITH 1.75" X 1/4" COLLAR TUBE. CONNECT
- 4 - ANGLE TO FOOTING WITH (6) 3/8" WEDGE AI'lCHORS `;g ` !
' <
12
Y -_ CONNECT PIER PIPE TO COLLAR TUBE , y
ON BOLT AFTER ' �,$
` m W 2 16"' COCOIVNEC ' Lor 13 N N
W/ ( / ! APPROX. LOCATION OF NEN PUSH PIE t
THE STRUCTURE HAS BEEN LIFTED TO
j� , ANGLE BRACKET (1-REQD.) (SEE' DETAIL
'--- THE PROPER ELEVATION.
�® ( #5 BAR �+ ; Q� N 63"11 '00" E 1'132,46' (M)
-E4
® j } w i9' 185.i0' X-CUT TO IP (M) LI
w z'^ uj
MAGNUM MP212 PUSH PIER b 1 N (M) .. °�� ,Q ° m ,� Q :a , l 1e 1.8' "'��CRETE WAL 1 2" i
1/8" X 1.75"^ I.D. HSS) STEEL. PIER PIPE 1 28�5 :ss X-CUT� ,. V° .. .�? a ® ® p p p �p �� N WORK AREA 297"6
a
_ .37 CUT tt ', A
q 8.7' , 0 16.2' AC ON sort LADS PATIO ,
�'STIV} A513 (.�R6 00+. PIERS AND - �a �°
PIER Af�1D �� P01LE DETAIL a
N.T.S. - ! °'QQ 2 U ! 1
C 0,3' BLOCKS STONES NOT 16.3' f
ANGLE 6,4RC}CETT SHALL BE a
INSTALLED AS SH0�1V}�! ON} PLAN. cr ,, w a 36.9' . �r OsvN a
w ;t c� �O i , �, CHVEREDr
ALL PIERS SHALL BE HOT-DIP S ' �' � � ' ;� CL
o 1 .s; !..
a v �. r w z ., ,<e ry � WORK AREA ',°•n \ Jf 7 AREA
1
GALVANIZED. �'°,'' � � �'aa+ �� 6 �_0 � � � 4 r .� ; 14,.0 � 8.2'
d, U t. z Q �, in � � , � �
cry
STEPS ® r
t o a1 w �aWOOD
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FRICTION HEAD ^t , , A
y. C1{ y` a 3U.9' 6.1' U(y I• cU W pf� W 4. 7 / y'• tf? ,
A id t "sza
CL L t , . - •_ utA'i LOT f$ x 1
a 18,4° 1 20.4' RI Tvy r ' c�f is n, n �J
24".. ®_ ,y .i �uj
' ' bi�a O ri 77 �' "v'
a CK
P1 P ko
PIPE/ANIGL�E BRAC KE� >W T �� .. ,.' 'b, , LL
WALK
i.z' �� Q' <+� 7� U�=, ;b a �l
4" x 8"' X 16" CMU c,. --� °� a o s; r Q W d . � J. 1i c6 IQ o q�� N2
S Pr ORI TEM � A1-L DETAIL 8 �.� , �� ��. YYAL3t. � , � � 7 r 49.5:
x t
SOLID BLOCK �. -- - 4,5 0_ -. ; 14.1 ¢ " 4 P-!P® a ..C NCFE-T ..s'
T.
e
I .�> ,. f y tv CV 1 .5' a �. O 6 ^7
0 49 o
COVERED � P !
L WALK 8.1'
y + 4 CONC:RE7r t C3
(�l
f c
21'34647.78 - - 2 6 77 Q ;
t J 3, o,71
-- .� 1 --."" t5 - f
1 2' 10.98' (m)t i ra ' r 1v`P , aaJ e -WORK AREA s 1 ^2�� a 1&'
_ +
12" X 24" CONCRETE PUSH PIER GENERA NOTES: J ' i 1 o I ® Luigi o �N < N qui"' ! RElsAR
FOUNDATION PAD �y Ly , y 0 vkv 1.6' CONCR''TE TALK <rn REF COP,
W/ (3) #5 !DEBAR 1.) ALL CONSTRUCTION SHALL BE PERFORMED IN COMPLIANCE- WITH FBC 2010 � =7 �z ®� � v R j LB ,:488
EACH WAY ' 0- + + 02:J v i
RESIDENTIAL AND E (STING BUILDINGS �J v b i i m�® 185.1 IP TO IP (rr) I
' ta: ,'i
S 83'@ 1 1 T
0 1 .4R&AW EXISTING 6" X 6 SILL. AND REPLACE W/ J
® 2.) CONTRACTOR SHALL INSTALL MAGNUM 1.75" HSS STEEL PIER PIPES (PUSH PIERS) NEW €'>. 6" 'X 6" SILL �
AT LOCATIONS SHOWN ON THE SITE PLAN (THIS SHEET); (4) REQUIRED 0 } w
3.) FOUNDATION Sri LL BE SUPPORTED USING 3" X E3" X 24" X 1/2" ANGLE. `, 1 o
PIER PIPE SHALL CONNECT TO ANGLE THROUGH A VOLAR TUBE 3 '3" X 1,75' W ' s L T 1� �,
W/ z
�IEF�, ANDN. PAD PLAN DETAIL ,2) 3/4" BOL] TC SE,,URE PIER PIPE. THE FCJOTING SFLALL E3E rti'l CUT TO / "' i + o
( 1
ALLOW ANGLE TOB UNDER THE WALL. CONNECT ANGLE: TO FOOTING W/ (6) 4" i i �PPRQX. LOC�TION CIF NEW CMU PIERS !fV n f',
a ' , "'CONCRETE` P, D`:, ("8'REQD) (SEE DETAIL
3/s xf 6 �r,�Dc�' ANCHORS.- , ,, >_ � _ _
_. � .
3 `, w
._
,
c.. I ,.`•- r F _
g 47
4.) PIER PIPES SHALL BE PUSHED INTO THE GROUND UNTIL RESISTANCE Is SUFFICIENT ° , + " 6
=` 1/2" t , �- EXIS`fING +5 x ILL TO !REMAIN 1/2"
TO LIFT THE HOUSE ANIS FOUNDATION AT EACH LOCATION UNTIL LEVEL.. REBAR It i � � REBAR
C � PIER , , OI�JRETE PAS DETAIL
ACM �I ACM
5.) �ACKFILL ALL E CA'+,ATED AREAS WHEN COMPLETE. 57c'2 ; a! 6702
6.) ALL COMPONENT3 SHALL BE HOT DIP ,GALVANIZED. 3. �,!
P
v• o
GENERAL NOTES: }!
1.) ALL CONSTRUCTION SHALL_ BE PERFORMED IN COMPLIANCE WITH FEC 2010
RESIDENTIAL AND EXISTING BUILDINGS I
f !
2.) CONCRETE MASONRY:
ALL CAST IN PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS I !
CONCRETE MARONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM 4'90 AMD SHALL HAVE A
MINIMUM NET AREA COMPRESSI° E STRENGTH OF 1,900 PSI WHEN USING TYPE M OR S MORTAR (ASTM 0270)
IN ACCORDANCE WITH AGI 530, THE 1,900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A !
DESIGN COMPRESSIVE STRENGTH OF 1,500 PSI.
L �
3.) GROUT:
THE GROUT .`SHALL. BE IN ACCORDANCE I,MTH ASTM1 C475 AND SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE
OF 3/8" PLACED AT A 8" TO 11" SLUMP AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS
WHEN TESTED IN ACCORDANCE WITH ASTM C1019 P( ,� N w 2184476.14_ ; ,! N = 2184486.14
4.) CONCRETE: E = 37460220 E = 374721.85
ALL CONCRETE NOT OTHERWISE DESIGNATED SHALL BE 2,000 PSL @ 28 DAYS AS DETERMINED BY ASTM C31 AND
C39. CODES GOVERNING WORK ARE AS FOLLOWS:
72-81-Ala
ACI-313 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. LATEST EDITION 7z�$1�
ACI--347 RECOMMENDED PRACTICE FOR CONCI ETE FORMWORK. LATEST EDITION cars
ACI--301 SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS. LATEST EDITION ®0✓I LEGEND:
z: '
5.) REINFORCING STEEL:
ALL REINFORCING STEEL SERAIL CONFORM TO A615, GRADE 60 0 PUSH PIER LOCATION MAGNUM PUSH PIER(MP?_12) (4-REQUIRED)
MINIMUM COVER OVER REBAR SHALL BE 3".
ALL REINFORCING STEEL SHALL BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE
W/ CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF CJNCRIETEI C�) CMU PIER AND CONCRETE PAD LOCATION (8-REQUIRED)
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING; THAT THE MINIMUM SOIL BEARING � ,& L N D T I O N REPAIR PLAN
CAPACITY IS 2,000 PSF MINIMUM. SCALE 1°' = 20"
V
PROFESSIONAL SURVE"OR:
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ASSOCIATED SURVEYORS INC.
/ LAND & ENGINEERING SURVEYS _
3?46 BIANDING BOULEVARD
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✓� f$ �.fT� .$STM i.�a' 3.✓ 1 �* ?-
9 Q JACKSONVILLE, FLORIDA 32210
904-771-6468 ! SIE PER-MY °S FOR ADDI,110f4AL I ',M
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DATE:
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