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NEW WALL IS FIXED AT BASE <br />AND WILL NOT REQUIRE A <br />CONNECTION TO THE WOOD <br />TRUSS OR SOFFIT ABOVE. <br />REFER TO ARCHITECTURAL <br />DETAIL FOR TOP OF WALL TO <br />SOFFIT JOINT DETAIL. <br />12" PRECAST LINTEL BY CAST- <br />CRETE (OR APPROVED <br />EQUAL) (TYP. OVER <br />MASONRY OPENINGS.) <br />PRECAST LINTEL SCHEDULE <br />11 5/8" 11 5/8" <br />DESIGNATION <br />ML-2 ML-1 <br />CAST CRETE DESIGNATION <br />12F8 12U8 <br />ROOF FRAMING PLAN NOTES <br />g O WEDGE -BOLT+ IS PRODUCED BY POWERS FASTENERS. THE <br />a BOLTS SHALL BE INSTALLED PER THE MANUFACTURES <br />INSTRUCTIONS. THEY SHALL BE EMBEDDED 2 1/2" AND A <br />EDGE DISTANCE OF 3 3/4" SHALL BE MAINTAINED FOR EACH <br />ri BOLT. THE BOLTS SHALL NOT BE INSTALLED IN A MORTAR <br />JOINT. <br />O <br />O2 IF THE MASONRY IS FOUND TO BE UNGROUTED THE FOR <br />SHALL BE CONTACTED AND A ALTERNATE MEANS OF <br />CONNECTION WILL BE DEVISED. <br />ROOF FRAMING PLAN <br />1 /4" = 1'-0" <br />ENGINEERING <br />FOR ARCHITECTURE <br />500 N. Westshore Blvd. <br />Tampa, Florida 33609 <br />PH: 813.637.0110 <br />Fax: 813.637.0013 <br />www.tic-engineers.com <br />EB #0000015 <br />© Copyright 2013 TLC Engineering for Architecture, Inc. <br />Z <br />Lr- <br />Q <br />J <br />LL <br />..L <br />J <br />C <br />J <br />W <br />m <br />� <br />N <br />[)� <br />_ <br />Q <br />W <br />F— <br />12 <br />LU <br />N <br />�z <br />o <br />Ill <br />> <br />J <br />W <br />U <br />m <br />O <br />U <br />J <br />_U) <br />0 <br />Q <br />w <br />o <br />pz <br />_J <br />OW <br />-J� <br />Revisions: <br />No. Date Description <br />PERMIT SET <br />Project No.: 715002 <br />Issue Date: <br />06-01-2015 <br />Drawn By: RSZ <br />Approved By: DAF <br />Scale: As indicated <br />Drawing Title: <br />STRUCTURAL <br />ROOF FRAMING <br />PLAN <br />Drawing No.: <br />S.3 <br />