1698 MARITIME OAK DR - OVERDRIVEN NAILING CORRECTION ' `� City of Atlantic Beach CEjU�� �_�_
,, .: -4 Building Department '�� ! APPLICATION NUME3ER
(41-
,Y 800 Seminole Road I 'lUN 2 / (To be assi ned b th luilding Departme't.)'» Atlantic Beach, Florida 32233-5411 ;v. gol5 / 'S i Phone(904)247-5826 • Fax(904)247-5846. .r
`0,Tfi ,- E-mail: building-dept @coab.us -�- :�
City web-site: http:l/wwwcoab.us - -'�` Date routed:
APPLICATION REVIEW AND TRACKING FORM
Property Address: HOC'S MM1 1' _
� - .---,mentreviewr erue 11 tl Yes No
Applicant: T______O_______L`/ OS • = ildin•
_ Planni • &Zonin. _
eh ■ -- e.0 �israor _ _Project: - _
4 ' • .c Work
Public "ties
•
Fire Services
`
Review fee $ Dept Signature
Other Agency Review or Permit Required pt T
Review or Receipt - — -
of Permit Verified By Date
Florida Dept.of Environmental Protection - --
Florida Dept. of Transportation —
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
IOther: -- - __
APPLICATION STATUS
Reviewing Department First Review: QApproved.
Denied. I
(Circle one.) Comments:
BUILDING I 6-g'' !" - )"e 144f--° I
PLANNING&ZONING i
Reviewed by: �
- -- Date: 6 Ls/�
TREE ADMIN. — _
Second Review: ( Approved as revised. Denied.
CIS-t-Ji3IIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by:--- ----- Date:
FIRE SERVICES Third Review: DApproved as revised.
❑Denied.
Comments:
_____ -_-. -- Reviewed by: Date:
revised 07/27/10
L P Lou Pontigo & Associates, Inc.
Ph:(904)242-0908
�j
A ONSULTING STRUCTURAL ENGINEERS Fax:(904)241-9557
CJ 420 Osceola Avenue, Jacksonville Beach, Florida 32250
July 2, 2015
Toll Brothers
Atlantic Beach, Florida
ATTN: James Cornett
Re: Overdriven Nailing Spec.
Project : Atlantic Beach, FL
The contractor has informed Lou Pontigo and Associates that some of the nails used
for the roof sheathing nailing have been over driven. Per the APA bulletin TT-012,
Effect of Overdriven Fasteners on Shear Capacity, if the below condition is met,
then there is no reduction in shear capacity, and no additional nailing required.
a) If all nails are over driven by up to 1/16" max during construction under dry
conditions (moisture content less than 16%).
If the nails are overdriven by more than 1/16", then the contractor shall install one
additional nail for every two overdriven nails. Additional nailing shall be spaced 3"
min from existing nail.
If you have any questions, please contact me at the office.
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0.71 61 s CHRISTOPHER J. SABOURIN
E OF :° JUN 022015
;' /sc..� f° tlo FL PE NO 71461
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07/2/15
Chris Sabourin, P.E.
Lou Pontigo & Associates, Inc.
Your 'Solutions' Consultant
L P Lou Pontigo & Associates, Inc.
Ph:(904)242-0908
�j A CONSULTING STRUCTURAL ENGINEERS Fax:(904)241-9557
CJ 420 Osceola Avenue, Jacksonville Beach, Florida 32250
a. lio
July 2, 2015
Toll Brothers
Atlantic Beach, Florida
ATTN: James Cronett
Re: Overdriven Nailing Spec.
Project : Atlantic Beach, FL
The contractor has informed Lou Pontigo and Associates that the specified roof and
wall sheathing nailing has been over driven. Per the APA bulletin TT-012, Effect of
Overdriven Fasteners on Shear Capacity, if any of the below conditions are met,
then there is no reduction in shear capacity, and no change is required.
a) If all nails are over driven into shear wall by up to 1/16" during
construction under dry conditions (moisture content less than 16%).
b) If no more than 200/o of the over driven nails around the perimeter of the
shear wall are overdriven by over 1/16" up to 1/8", no reduction in shear
capacity needs to be taken.
If either condition is not met, then the contractor shall install one 2" 16 gauge
staple for every two overdriven nails.
If you have any questions, please contact me at the office.
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Thanks, ...,"'''.%;i' + ,./.fir"r`•'N.•
'' N 71 61 .'''. 1' r CHRISTOPHER J. SABOURIN
t-
■-��' ; ,. ... r;, ;'� 'A JUN 0 2.2015
.. •" i;,. •r, : FL PE NO 71
'''''•,.1,.....! :``IR i': „o'°'�;;�`,; ' 71461
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07/2/15
Chris Sabourin, P.E.
Lou Pontigo & Associates, Inc.
Your `Solutions' Consultant