RC-07-22-1868 Engineer Ltr 50 NE 110 StGOLDIN
9/9/2022
EVAN L. KENNEDY. P.E. CA # 29980 PROJECT: Ijamseau
FLORIDA ENGINEER LICENCE #69895 ADDRESS: 50 Northeast 110th Strein
332 SW 7TH TERRACE Miami Shores, FL, 33161
BOCA RATON, FL 33486
(561)-573-1679 (�e r 07- 22-- 10-�=5�;.
TO WHOM IT MAY CONCERN -
SUBJECT: INSTALLATION CERTIFICATION LETTER
i EVAN L. KENNEDY HAVE INSPECTED THE STRUCTRUAL AND ELECTRICAL
INSTALLATION OF THIS PV SYSTEM IS ACCORDING TO PLAN AND MEETS ALL
FBC 2020 7"' EDITION CODE REQUIRMENTS. THE INSTALLATION OF THE SS 4" X
5/16" LAG -BOLTS ARE INTO THE TRUSSES PER MOUNT AND ARE ACCORDING TO
PLANS. LAG BOLT TORQUE TO 10-12 (FT*LBF) NO LAG BOLTS PENETRATED OUT
OF THE SIDE OF THE TRUSSES. THE INSTALLATION OF THE SOLAR PV SYSTEM
WILL NOT ADVERSELY AFFECT THE BUILDING STRUCTURE UNDER NORMAL
CONDITIONS AND DURING A HURRICANE EVENT OF THE FBC SPECIFIED
INTENSITY TO THE BEST OF MY KNOWLEDGE.
EXISTING ROOF DETAILS:
ROOF: WOOD
CONSTRUCTION: PREFAB TRUSSES
SPECIFIC GRAVITY: 0.50
WOOD TYPE: SPRUCE. PINE
SOLAR SYSTEM DETAILS:
MIN. ANCHOR DEPTH: 3"
MAX. TENSION FORCE PER ANCHOR REQUIRED: 261 PSF
ALLOWABLE TENSION FORCE PER ANCHOR: 798 LBS.
TENSION FORCE SAFETY FACTOR: 3.1
LIVE LOADS:
LIVE LOADS ASSOCIATED WITH SOLAR SYSTEMS ARE USUALLY ASSUMED TO BE
DISTRIBUTED UNIFORMLY AND ARE SMALL, ON THE ORDER OF 4 PSF OR LESS.
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TTIIS ITEAT HAS BEEN ELECTRONICALLY SIGNED AND SEALED
BY EVAN KENNEDY. P E ON D94M2 USING A DIGITAL
SIGNATURE
_ PRINTEDCOPIESOFnIISDOCUMENTARENOTCONSIDEHED
SIGNED AND SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
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