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SIMPSON H2.5 STRAP <br />AT EACH TRUSS <br />PLYWOOD SHEATHING <br />SEE ROOF PLAN <br />Poo -4- <br />2X4 FASCIA BOARD, CONT. <br />2X4 OUTRIGGERS <br />t <br />SIMPSON LUS24 BUCKET <br />' <br />TO CARRY EA. OUTRIGGER <br />r <br />TYP. <br />i <br />i <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 />G <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 />j <br />(2)-SIMPSON GBC CLIPS <br />MIN. PER LOCATION <br />2X8 CONT. NAILER <br />EXP. BOLTED TO CMU <br />2" <br />WALL W/-3/4"0 EXP. <br />DIST. <br />T -T <br />I <br />BOLTS AT 16" O.C. <br />FA OF CMU <br />TO ff4§DE FACE <br />EL= 11'-4" <br />OF GABLE END <br />TOP/WALL <br />T�tt)SS <br />i <br />8" BOND BEAM W/ <br />1-#5 CONT BARS <br />VERT. REINF. W/ <br />STD. 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 MAT'L. <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />i, EL= (0'-0") <br />TOP/FIN FLOOR <br />El. L11. Eli CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />gk EL= -2'-0" <br />a. <br />TOP/CONC. FOOTING <br />d e; <br />as <br />a. <br />ROOFING MATERIAL <br />SEE ARCH. DWG'S.— <br />PLYWOOD SHEATHING <br />SEE ROOF PLAN <br />METAL STUD RAFTERS <br />SEE ROOF PLAN <br />SIMPSON TIE <br />SEE TYP. DET. 6-017 <br />ON SHEET S3.04 <br />E - 11'-4" <br />TOP/WALL <br />DBL. 8" BOND BEAM W/ <br />1-#5 CONT BARS — <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />OL EL- 8'-0" <br />TOP/BOND BEAM <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 MAT'L. <br />EL= (0'-0") <br />TOP/PIN FLOOR <br />GROUT CELLS SOLID' <br />BELOW CONCRETE SLAB <br />,,k EL= (-2'-0") <br />TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />0 <br />I <br />f <br />f <br />I <br />I <br />I <br />` <br />I <br />U-9mi <br />6-M <br />8'-DBL _.BOTfD__I3EAW-.. <br />REINF. W/ 1-#5 CONT. <br />a <br />N <br />O <br />` 2X12 WOOD RAFTERS <br />SEE ROOF PLAN <br />SIMPSON LSSU210 <br />AT EA. RAFTER, TYP <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 MAT'L. <br />TOP/PIN FLOOR <br />x--:�r ;p <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />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-#5 CONT BARS <br />EL.= (15'-4") <br />TOP/WALL <br />2X12 CONT. LEDGER <br />ATTACH TO CMU W/ <br />(1)-5/8"0 SIMPSON <br />TITEN HD AT 32" OC <br />MIN 4" EMBED. <br />EL.= (11'-7") <br />JST BEARING HT. <br />DBL 8" BOND BEAM W/ <br />1-#5 CONT BARS <br />SIMPSON LSSU210 <br />AT EA. RAFTER, TYP <br />2X12 WOOD RAFTERS <br />SEE ROOF PLAN <br />VERT. REINF. W/ <br />STD. 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 MAT'L. <br />EL= (0'-0") <br />TOP/FIN FLOOR <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />EL= (-2'-0") <br />TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />�s4building section S5 building section �s6building section ARMANDO A. CASTELLON, P.E. <br />S4.02 scale: 3/4"=1'-0" �O2scale: 3/4"=1'-0" FL. LIC. 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