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OIL T CMU WALL <br />SEE PLAN <br />SINGLE K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />3/16" <br />OIL JST. BRG. <br />SEE PLAN <br />DBL. K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />CMU WALL, SEE PLAN <br />L3x3x1/4"xCONT. ATTACHED W/ <br />5/8" DIA. x 4" EMBED STAINLESS <br />STEEL ExP. BOLTS ® 48" O.C. IN <br />GROUTED CELLS <br />METAL ROOF DECK <br />SEE PLAN <br />STEEL JOIST <br />SEE PLAN <br />7x7x3/8" EMBED <br />PLATE W/(2)-5/8"O <br />x 5" LG. H.S. SEE <br />DETAIL A -A f 2' <br />L] Q <br />DETAIL "A —A" <br />SECTION 1 <br />3/4" = 1'-0" S4-0 <br />SEE PLAN <br />T.O. PARAPET <br />8x8 CONT. U-BLOCK <br />AT DECK ANGLE TYP. <br />AT DECK ANGLE TYP. <br />PL10x7x1 /2" EMBED <br />PLATE W/(2) 5/8"0 <br />x 6" LONG <br />HEADED STUDS. <br />8x16 MASONRY - <br />BOND BEAM AT <br />BEARING W/ (1) <br />#5 TOP AND BOTT. <br />(SEE PLAN) <br />8x8 BOND BEAM <br />W/ (1) #5 -ONT. <br />(FULLY GRCUTED) <br />SECTION 5 <br />3/4" = 1'-0" S4-0 <br />OIL T CMU WALL <br />SEE PLAN <br />SINGLE K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />3/16" <br />JST. BRIG. <br />SEE PLAN <br />DBL. K.0 BLOCK W/(1) - <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />PL10x7x1 /2" EMBED <br />PLATE W/(2) 5/8"0 <br />x 6" LONG <br />HEADED STUDS. <br />/-L 4x4x1/4"xCONT. LLV <br />W/ 5/8"0 ExP. BOLTS <br />® 48" O.C. (4" MIN. EMBED) <br />INTO FILLED CELL <br />WELD DECK TO ANGLE <br />W/ 5/8"0 PUDDLE WELDS <br />0 6" O.C. <br />L3x3x1/4"xCONT. ATTACHED W/ <br />5/8" DIA. x 4" EMBED STAINLESS <br />STEEL ExP. BOLTS ® 48" O.C. IN <br />GROUTED CELLS <br />METAL ROOF DECK <br />SEE PLAN <br />STEEL JOIST <br />SEE PLAN <br />7x7x3/8" EMBED <br />PLATE W/(2)-5/8"O <br />x 5" LG. H.S. SEE <br />DETAIL A -A <br />CMU WALL, SEE PLAN <br />PRECAST LINTEL, <br />SEE PLAN AND SCHEDULE <br />WINDOW/DOOR, SEE ARCH <br />SECTION 2 <br />3/4" = 1'-0" S4-0 <br />8" CMU WALL, SEE PLAN <br />AND SCHEDULE <br />L3x3x1/4"xCONT. ATTACHED W/ <br />5/8" DIA. x 4" EMBED STAINLESS <br />STEEL ExP. BOLTS ® 48" O.C. IN <br />GROUTED CELLS <br />LW INSULATING SINET) ANROOF DECK <br />CONCRETE JC85E REAN <br />SEE QLAN <br />JOIST <br />STEEL JOIST, SEE PLAN <br />7x7x3/8" EMBED PLATE <br />W/(2)-5/8"O x 5" LG. <br />H.S. SEE DETAIL A -A <br />ROOF SHEATHING, SEE PLAN <br />PRE-ENGINEERED WOOD <br />ROOF TRUSSES, <br />SEE PLAN <br />3/16" <br />JST. BRG. <br />SEE PLAN <br />T CMU WALL <br />SEE PLAN <br />SINGLE K.0 BLOCK W/(1) L3x3x1/4"xCONT, ATTACHED W/ <br />/A <br />#5 CONT. TOP AND BOTT. 5/8" DIA. x 4" EMBED STAINLESS <br />GROUT SOLID STEEL ExP. BOLTS ® 16" O.C. IN <br />�IrFr GROUTED CELLS <br />METAL ROOF DECK <br />SEE PLAN <br />BRIDGING <br />SEE PLAN <br />B DECK VARIES <br />SEE PLAN <br />DBL. K.0 BLOCK W/(1) —� STEEL JOIST <br />#5 CONT. TOP AND BOTT. SEE PLAN <br />GROUT SOLID <br />L2-1/2x2-1/2x1/4" <br />(2)-5/8"0 x 4" EMBED <br />UrtEXP. BOLTS <br />DBL. K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />SECTION 6 <br />1 /2"=1'-O" S4- 0 <br />CMU WALL, SEE PLAN <br />SECTION r3_'N� <br />3/4"=1'-O" S4-0 <br />T CMU WALL <br />SEE PLAN <br />2x FASCIA BOARD, TYP. <br />SINGLE K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID, TYP. <br />PRECAST LINTEL, <br />SEE PLAN AND SCHEDULE <br />OIL T CMU WALL <br />SEE PLAN <br />SINGLE K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />DBL. K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />L3x3x1 /4"xCONT. ATTACHED W/ <br />5/8" DIA. x 4" EMBED STAINLESS <br />STEEL ExP. BOLTS ® 16" O.C. IN <br />GROUTED CELLS <br />METAL ROOF DECK <br />SEE PLAN <br />BRIDGING <br />SEE PLAN <br />L2-1/2x2-1/2x1/4" <br />(2)-5/8" 0 x 4" EMBED <br />ExP. BOLTS <br />MU WALL, SEE PLAN <br />PRECAST LINTEL, <br />SEE PLAN AND SCHEDULE <br />WINDOW/DOOR, SEE ARCH <br />SECTION r4_"� <br />3/4" = 1'-0" S4-0 <br />STEEL JOIST <br />SEE PLAN <br />CUTHERMAN STRUCTURAL INC. <br />f30 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL 32750 <br />P: 407.701-0875 <br />ol <br />utkerman <br />STRUCTURAL <br />U <br />o <br />Z <br />o <br />S <br />W <br />N <br />w D <br />Oo <br />L0 <br />w <br />LZ <br />� <br />Uw��J <br />J <br />` <br />di <br />6 <br />UzU_cy,_ <br />cm <br />N> <br />U <br />Cc <br />J <br />N <br />Q <br />LLJ <br />CIS <br />�+ <br />m <br />F� <br />No. 60880 <br />STATE 0H <br />John Gutherman Jr., P.E. <br />FL. REG. #6o88o <br />16018 <br />C�7 <br />0 <br />0 <br />0 <br />CONTRACT DATE: 08.13.2017 <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />Restaurant Shell <br />Zephyr Plaza <br />ZEPHYRHILLS, FL <br />FRAMING <br />SECTIONS <br />S4mO <br />PLOT DATE: <br />