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2x8 VERT. STUD AT <br />EVERY RAFTER LOCATION <br />W/(4)-10d NAILS AT <br />EVERY RAFTER TO VERT <br />STUD <br />PLYWOOD <br />SHEATHING <br />SEE ROOF PLAN <br />SIMPSON <br />HGAM10 <br />TIE FROM <br />TRUSS <br />TO BOND <br />BEAM <br />OL EL.= 11`=4" <br />TRUSS BRN'G <br />TRIPLE 8" BOND BEAM W/ <br />1-#5 CONT BARS <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />8" PRECAST LINTEL <br />SEE 4-031 /S3.02 <br />BOT LINTEL <br />OPENING, SEE ARCH <br />8" BOND BEAM W/ <br />1-#5 CONT BARS <br />OL EL.= 3'-4" <br />TOP/BOND BEAM <br />VERTICAL DOWELS TO <br />MATCH WALL REINF. <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />1/2" THICK PREMOLDED <br />JOINT FILLER MAT'L. <br />016 EL.= 0'-0" <br />TOP/FIN FLOOR <br />X�—X <br />e <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />EL.- -2'-0" <br />TOP/CONC. FOOTING <br />o p CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />p, <br />S11 building section <br />�O6scale: 3/4"=1'-0" <br />2X4 PURLINS AT 16" <br />D.C. SEE PLAN <br />4x10 RAFTERS AT 48" <br />D.C. SEE PLAN <br />'LYWOOD SHEATHING <br />3EE ROOF PLAN <br />EL= 9'-7 1 2" <br />TOP/P.T. BEAM <br />(2) - SIMPSON HGAM-10 <br />CLIPS. ONE EACH SIDE <br />OF 4x10 RAFTER TYP. <br />ATTACHED TO P.T. BEAM <br />AND RAFTER PER MANUF. <br />SPECIFICATIONS <br />P.T. BEAM <br />SEE PLAN <br />D.T. COLUMN <br />3EE PLAN <br />'ONCRETE SLAB ON <br />3RADE. SEE PLAN <br />1/2" THICK PREMOLDED <br />JOINT FILLER MAT'L. <br />4 � iAL. FOOTING <br />i BEYOND, SEE PLAN <br />i------------------------ <br />2X8 P.T. PLATE ATTACHED <br />W/-1/2-0 ANCHOR BOLTS <br />AT 32" O.C. MAX <br />EL= 16'-0" <br />TOP/WALL <br />8" BOND BEAM W/ <br />1-#5 CONT BARS <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />OPP. 6-060 <br />HAND 3.0 <br />EL= VARIES <br />U.S. OF PLYWD. DK. <br />I <br />TRIPLE 8" BOND BEAM W <br />1-#5 CONT BARS <br />EXTEND BARS TO THE <br />NEAREST VERTICAL <br />REINFORCEMENT EACH <br />END OF CANOPY <br />--------- --- --- --- -- ----- <br />L- <br />SEE S13 ON SHEET <br />S4.07 FOR BALANCE <br />OF AWNING INFO. <br />VERT. REINF. W/ d_ <br />STD. HOOK AT TOP <br />OL EL- W-0") r` <br />LinTA iAITm <br />ROOFING MATERIAL <br />SEE ARCH. DWG'S. - <br />PLYWOOD SHEATHING <br />SEE ROOF PLAN — <br />PROVIDE 2x8 BLOCKING <br />BETWEEN EACH TRUSS- <br />#10 x 2" LONG TEK <br />SCREW AT EACH VALLEY <br />IN METAL DECK <br />P.T. TRUSSES <br />SEE PLAN <br />SIMPSON TIE PER DTL. <br />6-018 ON SHEET S3.04 <br />1 1 /2" THICK PRESSURE <br />TREATED PLATE <br />OL EL= 11'-4" <br />TOP/CMU WALL <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 />o <br />VERTICAL DOWELS TO <br />Lu v <br />� <br />MATCH WALL REINF. <br />_ <br />N <br />U' <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />a <br />J <br />J <br />1 /2" THICK PREMOLDED <br />w EL= 0'-0" <br />JOINT FILLER MATT. <br />TOP/FIN FLOOR <br />4 <br />d a <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB— <br />OL <br />EL= -2'-0" <br />TOP/CONC. FOOTING <br />a <br />• d • <br />CONT. CONCRETE WALL °� a <br />FOOTING. SEE PLAN FOR d da <br />SIZE AND REINF. • <br />a . <br />S12 building section <br />S4.06 scale: 3/4"=1'-0" <br />ARMANDO A. CASTELLON, P.E. <br />FL. LIC. No. 43453 <br />y <br />Signature D a <br />a <br />i <br />O <br />oO -:1- 1.0 <br />LO <br />LO O <br />Ln <br />c <br />O <br />� � "o <br />•� <br />0000N <br />4— <br />t\ <br />O O <br />x <br />00 <br />O <br />s <br />Q_ <br />C <br />U0 <br />CL <br />O <br />a) 00 <br />D CV <br />O <br />_0 <br />> a <br />U <br />' <br />0 <br />a� o <br />V <br />O <br />� <br />i <br />c <br />C <br />14 0 <br />0 <br />L(') cn O <br />U <br />Z <br />0 <br />— <br />o <br />0 <br />Z <br />o <br />�+ <br />LL <br />OC'j C'jN CD <br />N <br />M <br />LL <br />J <br />* M <br />Z <br />tea°° E z <br />N <br />Z <br />0 <br />Cn o <br />cn A, 0 O <br />U) <br />crmx" a <br />W <br />ao¢o <br />>-w.� <br />U Q o CDto <br />q,40-3 <br />CD <br />O <br />M <br />n pEE N <br />w¢OD <br />m 0 N W <br />fn Q 2 U m <br />fn<aw <br />(D copyright <br />CN <br />Ln <br />C") <br />CO <br />O C3 <br />a) <br />O O <br />0 <br />0) s <br />'0 <br />O s <br />�O Q <br />revisions: <br />2 <br />O <br />Q9/18/2008 <br />steel roof/wood roof <br />drawn: sc/d m <br />checked: rd <br />date: 1-15-08 <br />prof. no: P07-15B <br />S4e06 <br />