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Cl� Steven Moraga,P.E !/v CONSULTING ENGINEER r�r�, 10002 Bucklin St Tampa, FL 33625 (813) 323-6474 June 10, 2021 Reinoso Fernando 802 W. 130" Ave. Tampa, FI. 33612 Re: 5832 10" St., Zephyrhills, FI. 33542 Permit#: 20118 / City of Zephryrhills Alternate Beams: FB 1, RB2, and HI The builder for this project requested alternate beam designs for�the beams designated as FB1, RB2, and H1 shown on the framing plans of the approved plans. After reviewing the plans and the field conditions it was determined that the following framing alternatives would be acceptable: FB1=Composite-beam-configured-with-(4)2x8-S-Y-.P-.#2-with,Y2'i plywood-flitch-plates reinforced with 1-3/4" x 7-1/4" LVL attached to each side of the:beam for a total width of 10.5". The plies are to be attached together with Y" diameter thru bolts with lock nuts and washers spaced at 12"o.c. maximum and 6" from each sidejof the support. The 4x4 post on either side of the must be reinforced with 2x4 S.Y.P!#2 wall studs to match the beam width so that the beam width is fully supported. RB2: Composite beam configured with (2) 2x12 S.Y.P.#2 with Y2" plywood flitch plates reinforced with a 2x12 S.Y.P.#2 attached to each side of the beam for a total width of 7". - The plies are to be attached together with '/"-diameter thru bolts with-lock nuts and - washers spaced at 12"o.c. maximum and 6" from each side of the supports. i 1-11: 'Composite beam configured with (2) 2x6 S.Y.P.#2 with '/" plywood flitch plates reinforced with a 1-3/4" x 5-1/2" LVL to each side of the beam for a total width of 6". The plies are to be attached togethervith 16D nails at 12"o.c.-applied to each side of the beam. `%I I I I 1 1/1 , Regards, ��hl 640'Q 608 - Steven Moraga, P.E. _-� FL Reg#: 64609 ` STA4TE OF ��'�i,ZONAL�0 '