RF-11-18-3552 MITIGATION RETROFITRemberto Contreras PE
8306 Mills DR, Suite 369
Miami FL 33183
PI-1: 305-256-2416
AFFIDAVIT OF COMPLIANCE TO WALL CONNECTIONS
HURRICANE, MITIGATION RETROFIT
February 13.2019
Village of Miami Shores r
Building Department
10050 NE 2" d Avenue
Miami Shores FL 33138
RE: Roof to Wall Connection Contractor: HIGH & DRY ROOFING CONTRACTORS. INC
150 NW 108 ST
Miami Shores. FL
l'o Whom it may concern.
We have inspected the roof' framing and roof framing anchors at the above referenced property as required by
adopted by the Florida Building Commission by Rule 913-3.047 F.A.C. We, hereby certify that the roof framing
has wood trusses that are spaced at 24" in O.C. and they are in good condition.
Each truss is anchored to the concrete tie beam with metal straps that wraps over the wood joist with one '''A"
TAPCON 2 '/" on each side of the strap. For this roof frame the number of nails per strap complies with the
requirements to resist the uplift load.
The above is in accordance as specified in the FBC 2017 edition Section 908.8 for Existing Building.
This report is based on limited visual review of existing structural components. Please do not hesitate to contact
our office i f you have any questions.
Sincerely.
I 11111���i
C
522 �
Raheito an - �r s 11. E * =_
P.GI . U 5225CA J ttr
W~
�.,��5/ O N Ali,,.