224 Nautical Blvd. FOUN19-0002 dwgs 1AP-2-UFB-2875 UNDER FEIEITING BRACKET
CATALOG NO, PSA1034 [P] IIR PSA1055 [G]
V --
CONCRETE 4a-- 7JJ' —
FOOTING PIER
BRACKET 4r
1J'SLOT
TO FIT 5/8' DIA
TOP PIER ANCHOR BOLTS
PLATFORM PIER
EXTENSION ICJ
INTERNAL % 4'MAX
COUPLER J I' LIFT HEIGHT
PIER
STARTER
FRICTION
REDUCTION
COLLAR
TYPICAL INSTALLATION
M -241F .28n V37M COMPONENTS
Top Pier Pier Warier ,Plain-PIK� Pier 1 Work T IAtlmam
9111101"Plat6rm aeeeian I demon Weave I maK �perhT CapeeMy
Ns Pler _ laYi ICM_ IOiYI _L i M114
" .
MaA1037 iM.241F,2eTM�4'df _ , 1 t 1 3 1 NA NA 90 !0
r?wwh� aP�+ls zsNs Ivni[N�aI - i ? a ,_ Ta MA 1 soeo
�>rc+a �aPauFasTs yes a1 j9ra7 j 1 + 3 NA HA 30 1 W _
ILi►+osN ,aP-z4>fisis�e��I++o'i +. - ' + 3 l._ _ + Nn , Nn w eo
PSA4W 70 --
►iM796 ,AP.T4tjE!.I891 P71J.('M-q _ t _' 3 1 — °`-_�..—. 1 —J 35 TO
raAN7BY M-xJlF,26Ns:+83M t�N �l , 1 1 3 1 0= 1 i 3s IO --
PiMeW AP.24JF,7d7S"51111 PI Li? -a7 � _ 1_ I I a 1 _ d 1 T
9'
SHEET NOTES:
1. ` P1 thru P 3 - 20 KIP capacity Atlas Piers.
2. NOTE: Actual Pier locations may be moved as necessary
to avoid underground utilities, obstructions, etc.
3. NOTE: Upon completion of Pier installation, all Piers
may be loaded.
4. NOTE: Following completion of underpinning operation,
a cement based grout shall be injected to fill voids
created during underpinning.
5. NOTE: Installation records shall be kept during the
underpinning operations.
6. NOTE: All Pier materials shall be hot dipped galvanized to
prevent corrosion.
OFFICE COPY
136'
-NOTES-
1. BRACKET FINISH AVAILABLE IN PLAIN IP] OR HOT DIP
GALVANIZED [G] PER ASTM A153 -(LATEST REVISION).
2. BRACKET MATERIAL t THICK HOT ROLLED STEEL PER
ASTM A572 MIN. YEILD.STRENGTH 50 KSI.
3. ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER
SECTION 5 OF THE AVS CODE DIA.
4. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED
WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND
MANUFACTURING PROCESSES.
5, TWO 5/8 DIA PIER PINS (PART# PSA1030) CONFORMING TO
ASTM A29 GRADE 10821 ARE REQUIRED FOR EACH PIER.'
6. LIFT SHIMS (PART# PSA1031 OR PSA1032) SHALL BE USED
REQUIRED UP TO A MAXIMUM HEIGHT OF 4 INCHES.
7. REFER TO DRAWING SA1002 FOR TOP PIER PLATFORMS.
8, REFER TO DRAWING SA1003 FOR PIER SECTIONS.
ATLAS'
11111111111off
M � Mgy�l�''i
o�oo ���: �.�C' NSF •. v',i
No 42677
*•0 •* =
--0: :c►
:33 STATE OF *441Z
•'o
T'•. �4 O P•: N�oo
S�0 N AL �♦���
t attest that this repair plan her bun Wipared b gewrar
vM the Flarfda 2017 Building code U069 staNdaid
snow"" p lat"Ce�s. The repo# plan has been prgm*d using
the beet ovo®able soils bft nuatkn and our expwisnos cn dims
projecte In the arem the ptsr deep b based upon a slawl
*e•e using setinated sbuctural loads. the pkr
and Its wkkn componvrte have boas noted by Bis
Manullactwe to safely carry Ow ad k*ated kw& necesmy to
support the alleeted portion of Nab structure,
B01 C. McMahon Jr, P.E.
Registered FI. 42677
OFFICE COPY
FOUNDATION SYSTEMS, INC.
Beach. Florida
FOUNDATION REPAIR PLAN
Tom Cullen
224 Nautical Blvd S
Atlantic Beach, R- 32233
DRAWN: BCM DATE: 1-,2?-/ 9 SCALE:
CHECKED: BCM JOB NO: /0 �/