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DRAWING REVISIONS
COMMISSION NO. :
DATE :
CHECK BY :
CERTIFIED BY:
DRAWN BY :
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LAYOUT PLAN
& SPECIFICATIONS
AHG
AHGADDED NEW ENTRY DOOR FRAMING DETAIL 2-2-24REV DOOR DETAIL & EXTERIOR IMPROVEMENTS 2-5-24ADDED END PLATE REINFORCING 2-6-24ESTEP PICKLEBALL FACILITY201 WEST CARMEL DRIVECARMEL, INDIANAS2.0
12-6-2023
PP1
PF1
Column: Extend to Foundation. W 14 X 109 . Base
Plat 24"x24"x1/2" Grade 60 Steel, Bolt to
Foundation w/ four 5/8" Epoxy A36 Bolts , Field
Verify Column Height. Attach Column to Building
Frame at each location per detail, Bolt to Building
Frame with A325 Bolts to Frame Bottom Flange
per detail.
Footing: 6'x6'x2' 4000 psi concrete w/ #6
bars @ 12" O.C. Each Way, Top of Footing
1' Below Floor Slab. Test Subgrade Before
Footing Pour. Repair Subgrade as
Required.
Using these documents, the Owner indemnifies and
holds harmless Gerdom Engineering & its
employees against any and all loss and litigation
from the use of these plans beyond the fees paid
for this project.
D1 New Double Glass Entry Door. Owner's
architect to specify. See Structural Detail for
reinforcing. Adjust Layout to match specified
door.