BLD2024-1687_Other_03-10-2025_13_59_55_Westley_Addition_RFI_1_2_3_Responses (1)RFI #2:
Confirm OK.
eccentric loading condition:
fndtn wall is off -center to footing
ENG RESPONSE: This footing is okay with the
eccentric wall loading as shown. No action necessary.
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R.O. 7�-0 1/2"±
'-7 7/0" 4'-0 3/8"
GONG. 5TE1`5 TYF.
GRADE EL: 0'-0"
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CK OUT
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RFI #1
Confirm OK.
direction provided to increase stem wall by 1 ft to achieve below 3.5
shear wall aspect ratio.
Storage top plate was raised by 1' (to 8'9") prior to IFP
ENG RESPONSE: Increasing the stem wall height by 1'-0" is
acceptable. No further action is necessary.
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NEW FOST A15V
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RFI #3:
Confirm OK to delete hold down.
Previously proposed swing door was removed prior to IFP.
ENG RESPONSE: This hold down may be removed.
This project requires post installed epoxy anchors.
Provide Special inspection reports to city inspector
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NOTES:
I. (o" 5TEM WALL WITH *"x10" FOOTING TYFIGAL (U.N.O.)- 5EE
DETAIL FOR NOTE5 & REINFORCING.
2. ANCHOR 5OLT5, HOLDOWN5 ,r PLATE WA5HER5 PER
ENGINEER OF RECORD- 5EE S-SHEETS.
3. ALL WOOD IN vIRECT CONTACT WITH THE GROUND OR
CONCRETE TO 6E AN APPROVED
FRE55URE-FRE5ERVATIVE TREATED WOOD
FOOTING SCHEDULE
I --------- 0` 50. x 10" DEEP FOOTING W/ (2) #4 E.W.
Lie -1
Sale: I/4 = I
RFI RESPONSES
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DATE:
2-10-25
SHEET 0
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