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I HEREBY CERTIFY AT I HA REVIEWED
THE ATTACHED DE
AND F ND IT TO BE
COMPLIANCE WI
ASCE 7-i AND THE
�ORIDA�BUILQIy� C
E 20
DAND W. SM7W
53WIR /
C
or 7
DAVID W. SMITH, M.S., P.E.
PROJECTS CONSULTING ENGINEER
ACAD 2004
DAVID W. SM", M.S., P.E.
Florida #53608
352-521-0865 Office
352-52 1-0867 Fax
E-mail. dwsflpe@earthlink.net
9909 Wallaston Drive
Dade City, Florida 33525
EXISTING
ROOFING NOT CHANGED
EXISTING 2"X ROOF FRAMING NOT CHANGED
EXISTING ROOFING NOT CHANGED
ALL CELLS TO BE FILLED OVER NEW BEAM
EXISTING C.M.U. WALL TO BE SUPPORTED BY NEW STEEL BEAM
SECURE TO NE BEAM W/ 1 /2"X6" TITAN ANCHORS 24" O.C.
2"X ROOF FRAMING NOT CHANGED STAGGER EA. SIDE OF WEB
NEW W8X24 STEEL WIDE FLANGE BEAM TO BE INSTALLED
TO SUPPORT REMAINDER OF EXISTING WALL AND ROOF.
74'1 /2" THRU BOLTS TO 2-2"X LEDGER 48" OC. SET BOTTOM OF WOOD ON
INSTALL NEW HUS26 JOIST HANGERS BOTTOM FLANGE OF BEAM
w
EA. EXISTING RAFTER 2"X8" SHOT TO BOTTOM FLANGE OR BOLTED W/3/8" 48" OC..
SECTION
SCALE 1" 1' 0
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