89 Nicole Ln 2014 foundation repair (2) I ,y
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rRETE 6.5
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Work Scope: - - - - - - - - - - - - - - - - - - - -I
i FlUkTFORM r, Install four(4) Std 2 Pc. Std Bracket 2.875 min. dia. I P3
PIER I a J I
Atlas Resistance Piers (P1—P4)
Two Story CMU & Wood Frame w/ Stucco
Wall Pin Design Notes:
Fieri i %ZiI ( 65/
Estimated Wall Line Load = 2.0 klf
2.PIECE ME PIlam`PIP
FOOTING PIE t Pin Pile Spacing = 6.5 feet (typ)
EM rA�g �;� Pin Working Load=2 klfx 6.5ft = 13 kip
SYS7Be01e 11171
Req d Pin Installation Load=2x13 kips=26 kips, or struct. lift. I (P2
Estimated Pier Depth below footing = 21 ft.
AP-2—UFB-2875 LINDER FOOTING BRACKET I I 6,5'
CATALOG NO: PS 1034 [P] OR PSA1055 [G] Manufacturer's Rated Allowable Working Loads
Atlas Std. 2 Piece Bracket 2.875" Resistance Pier=30 kips
)NCRETE ,;•:
=00TING� PIER Other Notes: v
BRACKET O -y .,. t:
Piers may be moved to avoid underground conflicts. - � , ,SP1
0 Piers are treated to prevent corrosion. FILE COP "'
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�aTFORM PIER Piers installation records will be kept by the Contractor.
I EXTENSION - O isd8 r s
Attempt will be made to lift the settled exterior wall.
Void grouting beneath footer will be performed. -
1 INTERNAL k:+ ry . IIJ—iV
COUPLER �-yTYY �s
SEE t3EINHT`�E ii ADDITIONAL
PIER QUff FAffiN f T11D C01" i '101.;.15
STARTER f
FRICTION DOM-('�r�
REDUCTION REVWYY _
COLLAR
—NOTES—
TYPICAL
OTES—TYPICAL INSTALLATION 1. BRAC ET FINISH AVAILABLE IN PLAIN [P] OR HOT DIP
GALVANIZED [G] PER ASTM A153—(LATEST REVISION). � `,`,MCMgH����� a attest has been
Building Code usinin gest standard
2. BRACKET MATERIAL J" THICK HOT ROLLED STEEL PER �� C,••,, q
ASTM A572 MIN. YEILD STRENGTH 50 KSI. � ,•°�(,E!�/g' .� �i� engineering practices. The repair plan has been prepared using
� FOUNDATION SYSTEMS, INC.
3. ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER SECTION F ,•,v ,.� the best available soils information and our experience on similar
{ <b•� •,� i projects in the area. The pier design is based upon a working
5 OF THE AWS CODE D1.1. No 42677 : stress methodology using estimated structural loads. The pier
4. MAN FACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED o *; * system and its various components have been rated by the
WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING * = Manufacture to safely carry the anticipated loads necessary to Atlantic Beach, Florida
PROCESSES. =-p: (' � &-to-q. z support the affected portion of this structure. FOUNDATION REPAIR PLAN
5. TWO /8 DIA PIER PINS (PART# PSA1030) CONFORMING TO ASTM :9 STATE OF : 441 $9 Nicole Lane
A29 GRADE 1OB21 ARE REQUIRED FOR EACH PIER.
' 6. LIFT SHIMS PART# PSA1031 OR PSA1032 SHALL BE USED AS *'�� •• Atlantic Beach, Florida
REQUIRE UP TO A MAXIMUM HEIGHT OF 4 INCHES. ���i sS/ ���
7. REFER TO DRAWING SA1002 FOR TOP PIER PLATFORMS. ����°NA,-`.%% Bill C. McMahan Jr,VP.E. DRAWN: BCM DATE: 6/1$/14 SCALE:
8. REFER TO DRAWING SA1003 FOR PIER SECTIONS. "=5'
Registered A. 42677 CHECKED: BCM JOB N0: