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PROFESSIONAL UE S. I G N'" S B %yff L A K` Kr*l Y W L L I S/ INC 7530 MERRILL RD., JACKSONVILLE, FLORIDA 12211
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WHEN rR USS DE rA IL S ARE ATTACHED WHERE CEILING JOISTS FRAME 1- 5 ROD
GENERAL NOTES 0 2-45 RODS
'11d CONC.BM.; 3000#
TO PLANS DELETE INFORMATION AT RIGHT ANGLES TO RAFTERS, P.S.I.; 28 DAYS
AND CONC.BM.; 3000#RS.I.
REGARDING CONVENTIONAL ROOF PROVIDE 2 It x 4" TIE S AT 48" 0 C. 11"k 3'4X 1811FLAT BAR, BUTT WELD 28 DAYS
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IF-, TO ANGLE IRON AT QTR. POINTS.
INFORMATION FRAMING. FOR FOUR (4) JOIST BAYS ; AND ( 3 REG.) 2-'15 RODS
PROVIDE SOLID BRIDGING UNDER. x 2--45 RODS
WHERE CONCRETE BL.00K ADJOINS 4
6" BRICK
NORWEGIAN BRICK AT CORNERS, let BEAM OVER 16'-0 OPENING
3" ANGLE IRON
INSERT 1-44 ROD (VERT. ) IN EACH CELL., 32 X 5"X B (up ro 34�-ONWIDE HOUSE
FROM FOOTINGS, AND FILL CELLS BEAM OVER 16l-O" OPENING
WITH ,CONCRETE . ( up ro 31'-0* WIDE HOUSE) I"X 6"(PT.) a 2"X 4"BOLTED TO MASONRY
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NOrE : SEE No7,E (ABOVE)
COMPOSITION SHINGLES
4 2"x8" RIDGE BD.
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2 PLYWD
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ROOF DECK COMPOSITION SHINGLES
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