RC-12-23-3026 Special Inspector Cert 290 NE 93 StRc, -IZ--m - 3OZIP
EDUARDO RODRIGUEZ P.E.
FLORIDA ENGINEER LICENSE #91287
13470 NW Sth Sr.
MIAMI, FL 33182
TEL: (786) 556-5574
DATE: 1/31/2024
PROJECT: ANTONIO GALLO
ADDRESS: 290 NE 93RD ST, MIAMI SHORES, FL 33138
SYSTEM: INSTALLATION OF GRID -TIED PV SYSTEM
PROCESS #: 1132060133480
CONTRACTOR: SOLAR CONSTRUCTION LLC
SPECIAL INSPECTOR
CERTIFICATE OF COMPLIANCE
TO WHOM IT MAY CONCERN:
I, EDUARDO RODRIGUEZ, PE# 91287, A PROFESSIONAL ENGINEER LICENSED PURSUANT TO CHAPTER 471.,
CERTIFY THATTHE INSTALLATION OF THE ATTACHMENTS FOR THE SOLAR PV SYSTEM TO THE EXISTING ROOF
STRUCTURE ATTHE ADDRESS ABOVE HAS BEEN INSPECTED AND FOUND TO BE IN ACCORDANCE WITH THE
PLANS.
THE EXISTING ROOF STRUCTURE DOES NOT SHOW ANY SIGNS OF DAMAGE, AND THE LAGBOLTS HAVE BEEN
ATTACHED WITHIN THE CENTER OF THE TRUSSES.
TOTAL ROOF MOUNTS INSPECTED:
1'YPE OF ATTACHMENT:
TYPE OF LAG -BOLT:
MAXIMUM SPAN BETWEEN MOUNTS:
SEALANT USED:
110
ALUMINUM L-FOOT
5/16 inch SS LAG BOLT 2.5 INCH INTO 2x4
TRUSSES 24" OC
4 FEET
TOPCOAT FLEXSEAL
METHODOLOGY OF INSPECTION:
INSPECTION OF ROOF ATTACHMENTS HAS BEEN PERFORMED FOLLOWING THE FOLLOWING STEPS:
o REVIEW OF ON -SITE PHOTOS TAKEN DURING THE ATTACHMENTS
INSTALLATION IN ORDER TO DETERMINE NUMBER AND LOCATION. y .�`RIGUE,7
o REVIEW OF STRUCTURAL PLANS PRESENTED TO THE AHJ TO ENSURE
A PROPER LAG -BOLT SIZING HAS BEEN CHOSEN. - 0 =
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o A SAMPLE OF AMOUNT HAS BEEN ANALYSED TO ENSURE THAT THE ; LA-1113112gf 7
ELEMENTS PRESENTED ON STRUCTURAL PLANS (CORRECT LAG -BOLT
SIZE, L-FOOT AND FLASHING SYSTEM) ARE INCLUDED. = -�', STATE OF
NOTE: INSTALLATION OF RACKING SYSTEM AND SOLAR PV MODULE IS ':��,c�;SF L OR 1 D �\:K
NOT WITHIN SCOPE OF THIS LETTER. •, 5�� W. 0
FOR FURTHER QUESTIONS, PLEASE DO NOT HESITATE TO CONTACT ME AT (786) 556-5574
SINCERELY,
EDUARDO RODRIGUEZ P.E.