HomeMy WebLinkAboutPRE BUILDING PERMIT DOCUMENTMA
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2431 SE Dixie Highway
Stuart, FL 34996
OWNCONCEALED FASTENERS OR ATTACHI����uuT�
`: mathersengineers@bellsouth.net
Phone: (772) 287-0525
ENGINEERING ARE THE RESPONSIBILITY OF THE
License: EB 0004456
'ORATION CONTRACTOR OF RECORD
;-BUILDING PERMIT DOCUMENT
September 10, 2018 ALL MANUFACTURES IABIFS SHOWING
U FACTORS AND SHGC COMPIJANCE
FILE
COPY..
St. Lucie County Building Depa FW ENERGY CODEMUST
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2300 Virginia Avenue, Fort 1bfiA 9WORSANDWINDOWS
UNTIL INSPECTIONS ARE APPROVED
nt: Mr. Dave DeFerrari
12863 South Indian River Drive, Jensen Beach, FL 34957
SCANNED
By
After the Fact Re -roof Permit for Main Residence and Guest House , -4att t�f13y
South Indian River Drive, Jensen Beach, FL 34957
tative from Mathers Engineering Corporation visited the above referenced residence to observe the
installed reroof. The following observations were made:
• Dry -in nailing was verified by visual observation of the underside of the existing sheathing. Dry -in
nails could be verified visually. Areas observed were made accessible through an attic access port in the
garage. Dry -in was one layer of PolyGlass USA, Inc.'s Polystick Underlayment (Miami -Dade NOA
# 17-0614.22) was attached to the existing plywood sheathing
• Extreme Metal Fabricators, LLC "5V Crimp" Metal Roof System was installed in 2010. Metal roof
anchoring as per the attached Florida Product Approval (FL # 17022.1) was spaced at approximately 12-
inches O.C. both at panel's edge seams and mid -seams. Metal roof panels were anchored at 6 inches
O.C. at roof outside edge and 12 inches in the field as per the requirements of the Florida Product
Approval FL 17022.1.
• Drip edge: Drip edge is 2" x 2" galvanized aluminum flashing. As a spot check, areas were lifted to
inspect the flashing. The edge flashing and seam attachments appeared to be in compliance with the
requirements of FL 17022.1.
ring final observations, and except for minor ware, the observed metal roofing panels and underlayment
)eared in substantial conformance with the Florida Product Approval (FL #17022.1), the 2017 Florida
ilding Code (6"' edition), and standard engineering practices.
professional services have been performed, our findings obtained, and our opinions prepared in accordance
i generally accepted engineering principles and practices. This company is not responsible for the
-lusions, opinions or recommendations made by others based on this data. The opinions submitted in this
)rt are based upon data obtained from Visual Field Observations made on August 21, 2018. The scope of
services does not include any items or components not visually observed or mentioned in this document nor
ironmental assessment or investigation for the presence or absence of hazardous or toxic material in the soil,
xndwater, or surface jjjqq"j beyond the site studied. ('g --0
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REVIE�NT Y
A 19658 DATE
PLANS AND P N NIUST BE KEPT ON JOB
O:: NO .TNSPE.CTION WILL BE INIADE.
STATE OF �: �Q� ZZ
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•ida License #19 S/ONA1-E�G��\
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