EXHIBIT A - TYPICAL MINI PILE FOOTINGS-10-2022

ANTI-UPLIFT MANUFACTURED HOUSING FOUNDATION RETROFIT

NOTES:
1. EXISTING PIERS SHALL REMAIN IN PLACE AND PROVIDE FULL AND CONTINUOUS CHASSIS
BEAM BEARING SUPPORT.
2. EXISTING LONGITUDINAL AND LATERAL ANCHORS STRAPS MUST BE ADEQUATE FOR
THE SITE CONDITIONS.

WIND ZONE I = 2 MINI COLUMNS 1 2 NNNOWOORERTSTHTHH
WIND ZONE II & III = 4 MINI COLUMNS 1 2 3 4

32

CHASSIS BEAM CONNECTION ITEM #1 10' MAX

C ITEM #1
O
Chassis Beam
Chassis Beam

Chassis Beam
Chassis Beam

L

U

M

N

NOT AN ENGINEERING DESIGN ITEM #1 10' MAX
11/9/2020 ITEM #1

14

NEW CONCRETE ANCHORS TYPICAL DOUBLE WIDE PLAN VIEW
FOEUXRIS(T4I)NNGEWCO1N2 CINRCEHTEDSIATMREIPT/EFROXOT3I6NINGC(HMIDNE.E2P4S"TXE3E204L") TO
REDINEPFTOHRSCEADS 2R5E0Q0UPISRIECDOBNYC.SPOIEILR/CFOONODTINTIGOSN. S. ITEM #1: AKRON OR EQUAL MINI-COLUMN PM110
OR PM114 ANCHORED TO EXISTING CONC. STRIPS
CONCRETE BASE CONNECTION OR FOOTINGS AND BOLTED TO STEEL CHASSIS BEAMS.

1541J307u6OSnlaievvearn2Rn4adh,,VW2icot0oord1ias,8 FOR INFORMATION/PRICING ONLY Lineberger Consutling Engineers, Inc. EXHIBIT A
NOT TO SCALE
TVXon77O9r0m4y TX 78073 19171 Stone Oak Parkway, Suite 104
Inspection Date: 11-6-20 NOT AN ENGINEERING DESIGN San Antonio, Texas 78258
210-601-1379

[email protected]