HomeMy WebLinkAboutSTRUCTURAL SUPPLEMENTAL INFORMATION 8/16/2023 - 22-00502 - Mountain West Rental and SalesFROST Structural Engineering
1020 Lincoln Road Phone: 208.227.8404
Idaho Falls, ID 83401 Fax: 208.227.8405
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SSI No. :
Re :
Project :
Date:SEAL:
To :
From :
Project No. :
Reference:Instruction:
FSE
Hairpins may be post-installed through the concrete pier, see the
attached detail. S2.0
Colt Grimmett
David Porter
IF22-235
August 16, 2023
STRUCTURAL SUPPLEMENTAL INFORMATION
3
Hairpins
Mountain West - Rexburg
August 16, 2023
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.CONCRETE STEM WALL BEYOND, CONT
REINFORCEMENT TROUGH PIER (NOT
SHOWN FOR CLARITY)
4.MINIMUM FOOTING DEPTH, SEE GSN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.CONCRETE FOOTING, SEE PLAN
7.14"x17" CONCRETE PIER W/ (8) #5 HOOKED
DOWELS AND (3) #3 TIES IN TOP 5" AND AT
8" O.C. REMAINDER
8.ANCHOR BOLTS W/ NUT AT BOTTOM
9.HAIRPIN AS OCCURS, SEE PLAN
10.CONCRETE SLAB ON GRADE, SEE PLAN
110 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
10
9
7
4
1
8
6
2
3"
CLR
3"
CL
R
A
PLANA
1'-5"
1'
-
2
"
AT THE CONTRACTORS
OPTION, THE HAIRPIN MAY
BE INSTALLED IN THE PIER
THROUGH A DRILLED HOLE
AND EPOXIED ONCE THE
HAIRPIN IS IN PLACE
FROST Structural Engineering
FSE