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OL T/CMU WALL <br />SEE PLAN <br />SINGLE K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />OL 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 <br />CAP PLATE (A36) - <br />10"x10"04" <br />STEEL JOIST GIRDER <br />(SEE PLAN) <br />METAL DECK —\ <br />L 2x2x1/4" WELDED TO <br />EACH LEG OF JOIST <br />GIRDER BOTTOM CHORD <br />(TYPICAL). <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"0 <br />x 5" LG. H.S. SEE <br />DETAIL A -A <br />sECTION � <br />3/4" = 1'-0" �-O <br />SECTION 5 <br />3/4" = 1'-0" �-O <br />METAL DECK <br />(SEE PLAN) <br />EXISTING WALL <br />STEEL JOIST <br />SEE PLAN <br />STABILIZER PLATE <br />4404", DO NOT WELD <br />STEEL COLUMN <br />(SEE PLAN) <br />EXISTING WALL <br />ob T/CMU WALL <br />SEE PLAN <br />SINGLE K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />OL JST. BRG. <br />SEE PLAN <br />DBL. K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />CORRUGATED <br />MASONRY TIES, <br />16" O.C. TO EXIS <br />CMU <br />EXISTING WALL <br />L3x3x1/4"xCONT. ATTACHED W/ 5/8' -IA. <br />x 4" EMBED STAINLESS STEEL ExP. <br />BOLTS @ 48" O.C. IN GROUTED CELLS <br />METAL ROOF DECK <br />RFF PI AN <br />STEEL JOIST <br />SEE PLAN <br />7x708" EMBED <br />PLATE W/(2)-5/8"0 <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" �-O <br />3/4" = 1'-0" S4.0 <br />L3x3x1/4"xCONT. ATTACHED TO <br />EXISTING WALL W/5/8" DIA. x 4" <br />EMBED STAINLESS STEEL EXP. <br />BOLTS @ 16" O.C. IN GROUTED <br />CELLS <br />METAL ROOF DECK <br />SEE PLAN <br />STEEL JOIST <br />SEE PLAN <br />SECTION 9 <br />3/4" = 1'-0" �_O <br />T/CMU WALL <br />SEE PLAN <br />EXTEND BC <br />BOTTOM Cnunu ur ivla I unucn run J 1 MDIL L I T <br />AND UPLIFT FORCES AS DETERMINED BY <br />JOIST MANUFACTURER (MIN. AT MIDSPAN OF <br />JOIST GIRDER). <br />OL 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 />L 3x3x3/16" STEEL ANGLE <br />AS NEEDED FOR BRIDGING <br />SUPPORT AT WALL WITH <br />1/2"0 EXP BOLTS (4" MIN. EMBED) <br />INTO FILLED CELL <br />CMU WALL, SEE PLAN <br />SECTION 3 <br />3/4"=1'-0" �-O <br />(SEE PLAN) <br />3/4" V-0" K�7 <br />T/CMU WALL <br />SEE PLAN <br />SINGLE K.0 BL.°-K W/(1) <br />#5 CONT. TOP 'AND BOTT. <br />GROUT SOLID <br />OL B/ DECK VARIES <br />SEE PLAN <br />STEEL JOIST <br />SEE PLAN <br />DBL. K.0 BLOCK W/(1) <br />#5 CONT. TOP AND BOTT. <br />GROUT SOLID <br />C.M.U. WALL <br />(SEE PLAN) <br />GROUT C.M.L <br />COURSES <br />AS REQUIRE[ <br />7-1 /2x 12"x 3/4' <br />PLATE W/( <br />x 6" LONG <br />HEADED STUI <br />DOUBLE K.O. <br />W/ (1) #5 TOF <br />(FULLY GROL <br />VERTICAL - <br />(SEE PLAN) <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 />CMU WALL, SEE PLAN <br />PRECAST LINTEL, <br />SEE PLAN AND SCHEDULE <br />WINDOW/DOOR, SEE ARCH <br />SECTION 4 <br />3/4" = 1'-0" �-O <br />TO FULLY GROUTED CELLS <br />SECTKM 8 <br />3/4" = 1'-0" �-O <br />CHORD ANGLES. <br />STEEL JOIST <br />SEE PLAN <br />GUTNERMAN STRUCTURAL INC. <br />:130 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL 32750 <br />P: 407.701-0875 <br />Ml <br />uLherman <br />STRUCTURAL <br />V <br />F*1 <br />I�1 <br />w <br />A <br />O <br />o <br />nS <br />'J <br />� <br />D Lo <br />ll <br />O O N <br />���I <br />_ <br />u <br />�z <br />Lu <br />Y ay <br />u <br />vz��� <br />N Lli <br />N 2 <br />cr <br />04 <br />05-11-18 <br />-f H <br />No. 60880 <br />' STATE OF <br />sIONAL <br />rrrrriiii►���� <br />John Gutherman Jr., P.E. <br />FL. REG. #6o88o <br />CONTRACT DATE: <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: N/A <br />SITE NUMBER: XXXXX <br />STORE NUMBER: XXXXXX <br />TENANT SHELL <br />ZEPHYRHILLS, FLORIDA <br />STRUCTURAL <br />FRAMING <br />SECTIONS <br />S4mO <br />PLOT DATE: 5-11-18 <br />