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L__ I " - - I - <br />— <br />2T DIST. <br />FA OF CMU <br />-0E--GABLE­-IE)4D­--- <br />SIMPSON H2.5 STRAP <br />AT EACH TRUSS <br />3/4- PLYWOOD SHEATHING <br />SEE PLAN <br />2X4 FASCIA BOARD, CONT. <br />2X4 OUTRIGGERS <br />SIMPSON LUS24 BUCKET <br />TO CARRY EA. OUTRIGGER <br />TYP. <br />1/2- PLYWOOD WALL <br />SHEATHING <br />GABLE END TRUSS HEIGHT <br />TO BE REDUCED TO <br />ACCOMMODATE 2X8 NAILER <br />AND OUTRIGGERS <br />2X4 STUD WALL <br />AT 16" O.C. <br />DIAG. GABLE END BRACING <br />TO BE DESIGNED BY FLORIDA <br />REGISTERED P.E. TO TRANSFER <br />200 PLF FROM TOP OF CMU <br />WALL TO TOP CHORD TRUSS <br />DIAPHRAM <br />(2)-SIMPSON GBC CLIPS <br />MIN. PER LOCATION <br />-2X8 CONT. NAILER <br />EXP. BOLTED TO CMU <br />WALL W/-3/4"0 EXP. <br />BOLTS AT 16" O.C. <br />EL- (11'-4") <br />TOP/WALL <br />-8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />VERT. REINF. W/ <br />SM. HOOK AT TOP <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />VERTICAL DOWELS TO <br />MATCH WALL REINF. <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />THICK PREMOLDED <br />1/2 <br />JOINT FILLER MAT'L. <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />EL= (0'-0m) <br />TOP/FIN FLOOR <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />mk EL= (-2'-0n) <br />TOP/CONC. FOOTING <br />_s4building section <br />1.S4�02 scale: 3/4"=1'-0" <br />ROOFING MATERIAL <br />SEE ARCH. DWG'S.- <br />1/2" PLYWOOD <br />SHEATHING <br />8" 20 GAGE METAL STUD <br />RAFTERS AT 24" O.C.— <br />SIMPSON TIE <br />SEE TYP. DET. 6-017 <br />ON SHEET S3.04 — <br />EL= (11'-4" <br />`f TOP/WALL <br />DBL. 8* BOND BEAM W/ <br />(1)- #5 CONT BARS <br />VERT. REINF. W/ <br />SM. HOOK AT TOP <br />8* CMU WALL. SEE <br />PLAN FOR REINF. <br />VERTICAL DOWELS TO <br />MATCH WALL REINF.- <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />1/2- THICK PREMOLDED <br />JOINT FILLER MATL. <br />---L.= (0'-0*) <br />rOP/IFIN FLOOR <br />GROUT CELLS SOL___TD <br />BELOW CONCRETE SLAB <br />,kEL= (-2'-0w) <br />TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />2X10 P.T. PLATE ATTACHED <br />W/-1/2-0 ANCHOR BOLTS <br />AT 32" O.C. MAX---------. <br />4, EL= (22'-8m) <br />TOP/CMU WALL <br />8- BOND BEAM W/ <br />(1)- #5 CONT BARS <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />METAL ROOF DECK <br />SEE PLAN <br />tL.= tic _U <br />U.S. METAL DECK <br />STEEL JOIST & BRIDGING <br />SEE PLAN <br />8" CMU WALL. SEE <br />PLAN FOR REINF.------ <br />2X8 CONT. LEDGER <br />ATTACH TO CMU W/ <br />(1)-5/8-0 SIMPSON <br />TITEN HD AT 32" OC <br />MIN 4" EMBED. <br />SIMPSON LSSU210 <br />AT EA. RAFTER, TYP <br />DBL 8- BOND BEAM W/ <br />(1)- #5 CONT BARS <br />DBL 8- BOND BEAM W/ <br />(1)- #5 CONT BARS <br />,k EL_ (11,-4m) <br />BOT/LJNTEL <br />8" PRECAST LINTEL <br />SEE 4-031/S3.02 <br />j <br />'1- 4 <br />T <br />14 <br />a. <br />4 <br />A <br />4 <br />4 <br />+ <br />I <br />+ <br />+ <br />4 4 + <br />+ 4 <br />,- <br />+ <br />+ <br />-4, <br />+ <br />4 <br />+ <br />+ <br />+ 4 <br />t <br />i 4 <br />+ <br />+ <br />+ <br />14 <br />+ <br />4 <br />4. <br />4 <br />i 4 <br />+ <br />; <br />+ <br />+ <br />+ + <br />+ <br />+ <br />+ 4 <br />+ <br />4 <br />4- 4 4 <br />-4 <br />4 <br />4 <br />+ <br />4- <br />+ <br />+ <br />4- <br />+ <br />+ <br />+ <br />A-1 <br />-J <br />X <br />_x. X <br />X ----- <br />A <br />A <br />r* <br />s�5 building section <br />�O2 scale: 3/4"= P-O" <br />IN <br />_2X10 P.T. PLATE ATTACHED <br />W/-1/2-0 ANCHOR BOLTS <br />AT 32" O.C. MAX <br />,k EL- (22*-8") <br />TOP/CMU WALL <br />8m BOND BEAM W/ <br />(1)- #5 CONT BARS <br />VERT. REINF. W/ <br />SM. HOOK AT TOP <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />—JOIST BRIDGING <br />SEE PLAN <br />— METAL ROOF DECK <br />SEE PLAN <br />OL EL- (18'-Ow) <br />U.S.M.D. <br />80 BOND BEAM W/ <br />(1)- #5 CONT BARS <br />CONT. L3x3x1/4 DECK <br />CLOSURE. WELD TO JOIST <br />METAL ROOF DECK <br />SEE PLAN <br />STEEL JOIST <br />SEE PLAN <br />DBL 8- BOND BEAM W/ <br />(1)- #5 CONT BARS <br />VERT. REINF. W/ <br />8* CMU WALL SEE <br />PLAN FOR REINF. <br />VERTICAL DOWELS TO <br />MATCH WALL REINF. <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />1/2THICK PREMOLDED <br />JOINT FILLER MATL <br />F T TOPMN FLOOR <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />mk EL. (-2*-0") <br />TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />2X10 P.T. PLATE PER ARCH <br />ATTACHED W/-1/2-0 ANCHOR <br />BOLTS AT 32" O.C. MAX <br />8- BOND BEAM W/ <br />(1)- #5CONT BARS <br />OL EL= (14!-40) <br />F-F TOP/WALL <br />METAL ROOF DECK <br />SEE PLAN <br />IC20 <br />FL- (12'-2 1/20) <br />U.S. METAL DECK <br />TRIPLE 8" BOND BEAM W <br />(1)- #5 CONT BARS <br />STEEL JOIST <br />SEE PLAN <br />VERT. REINF. W/ <br />SM. HOOK AT TOP <br />T <br />8* CMU WALL. SEE <br />PLAN FOR REINF. <br />VERTICAL DOWELS TO <br />04 MATCH WALL REINF. <br />0 <br />w <br />CAI <br />CONCRETE SLAB ON <br />CL * <br />GRADE. SEE PLAN <br />THICK PREMOLDED <br />9__­._..__­__­_' 1 1/2 <br />w <br />JOINT FILLER MAT'L. <br />OL EL- (0#-0w) <br />A TOP/IFIN FLOOR <br />& <br />" A CELLS SOLID <br />BELOW CONCRETE SLAB <br />gkEL- (-2'-0w) <br />TOP/CONC. FOOTING <br />.14 <br />4 <br />..4 CONT. CONCRETE WALL <br />4FOOTING. SEE PLAN FOR <br />; SIZE AND REINF. <br />� �s6 building section <br />�t�O2 scale: 3/411=11-011 <br />ARMANDO A. CASTELLON, P.E. <br />FL. LIC. 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