715 AMBERJACK LN RESA22-0005 REVISION ENGINEER LETTER 12-29-22 ,t ��,; Revision Request/Correction to Comments -*All INFORMATION
HIGHLIGHTED IN
"'' City of Atlantic Beach Building Department GRAY IS REQUIRED.
J
/ 800 Seminole Rd, Atlantic Beach, FL 32233
''''''49-4 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RESA22-0005
E6Revision to Issued Permit OR El Corrections to Comments Date:12/27/2022
Project Address: 715 Amberjack Lane Atlantic Beach,FL 32233
Contractor/Contact Name: Ken Taylor
Contact Phone: (904)803-8001 Email: kbtaylor16@yahoo.com
Description of Proposed Revision/Corrections:
Change original window manufature(from Jeld-wen to AM Inc.)due to supply issues. New FL#11141.34
Submiting letter from engineer as requested by inspector
I Ken Taylor affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
ENo ❑Yes(additional s.f.to be added: )
• ill proposed revision/corrections add additional i crease in building va! to iginal submittal?
'No *Yes(additional increase in build! g alue: $
)(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: L -1 N
(Office Use Only)
❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
1-ic:6,601
December 4th, 2022
TO:
Atlantic Beach Zoning Department
Inspections Division
800 Seminole Rd
Atlantic Beach, FI
32233
RE:
Project: Taylor Residence
Address: 715 Amberjack Ln,Atlantic Beach, Fl, 32233
PC: William Brown
PE: Kyle Mcdonough
Release No: 1
To whom this may concern:
The intent of this letter is to provide instructional release for work performed at the referenced address:
• Interior walls are to sheathed with plywood, 6" field & Edge
• In areas where H2.5A clips were speed, HA-4 ties are acceptable
• Ridge Beam being supported by 4" post (as originally specified on plans) is adequate bracing
• It is permissible to dovetail rafters ends CO heel) down to 3-1/2" as performed on site
This concludes our release to above issued field concerns and it is to the best of the
Engineer&Consultants' knowledge: the work performed on site complies with the applicable minimum
building codes and the applicable fire-safety standards as determined by local authority in accordance with
International Codes and all state adopted statutes. Please at your earliest convenience notify us if any
additional information is required.
Sincerely,
MB Engineering
Lic: 83601
.\\\�5,M c DC y /1> This item has been electronically Ky I e I\A e D o n o u h
signed and sealed by Kyle S.
/ No. 83601 `*% McDonough using a Digital
—.Signature and date. Printed 2 0 2 2 • 12 •0 5
* j, •copies of this document are not
JTHTE 0� ;`�z\ considered signed and sealed
i<<"` c• R 1 D�/ and the signature must be
-./- PJA L~.� �\\ verified on any electronic copies. 1 2 :45: 1 1 0 -05 'OO'
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