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P.T. 410 RAFTER AT 48" <br />O.C. SEE PLAN <br />P.T. 2X4 PURLINS AT 16" <br />O.C. SEE PLAN <br />(2)-SIMPSON HGA10 CLIP: <br />ONE PER SIDE OF 4X10 <br />ATTACHED TO TB-1 PER <br />MANUF SPECS <br />4X10 RAFTER <br />(4)-16d NAILS EA. <br />SIDE OF 4X10 TO STUD <br />(2)-2x8 VERT. STUDS- <br />(2)-2x8 VERT. STUD AT <br />EVERY RAFTER LOCATION <br />PLYWOOD SHEATHING <br />SEE ROOF PLAN <br />(2)-SIMPSON <br />HGAM-10 CLIPS <br />ONE PER STUD—,.,, <br />12 <br />SEE ARCH ik EL= (11'-4")_ i <br />PLYWOOD SHEATHING T TR SS <br />- i Rv� ors(v w <br />SEE ROOF PLAN <br />SEE ARCH FOR <br />FASCIA INFO <br />- RDL. 8" BOND BEAM W/ <br />P.T. TB-1 BEAM <br />SEE PLAN <br />P.T. COLUMN <br />SEE PLAN - <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN - <br />7 1 2" <br />1-#5 CONT BARS <br />— <br />• • Sr- <br />TOP/P.T. BEAM <br />VERT. REINF. W/ <br />STD. HOOK AT TOP — <br />SLOPE TOP/FIN FLOOR <br />PER ARCH <br />X. <br />i—Xd— <br />d <br />d d <br />d <br />------------------ <br />I I <br />COL. FOOTING <br />BEYOND, SEE PLAN �I I <br />I I <br />I � I <br />I I <br />I I <br />L ----- <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />EL= (-2'-0") <br />Y TOP/CONC. FOOTING <br />• <br />CONT. CONCRETE WALL a i <br />FOOTING. SEE PLAN FOR dAq <br />SIZE AND REINF.__..:__�e:___.__._: <br />�sqbuildina section <br />(2)-SIMPSON <br />HGAM-10 CLIPS <br />ONE PER STUD <br />CMU WALL BELOW <br />SEE PLAN . <br />CONNECT RAFTER TO <br />ROOF TRUSS W/2 <br />3/8"0 CARRIAGE BOLTS <br />TYP. <br />WOOD ROOF TRUSSES <br />SEE PLAN -------% <br />{ <br />i <br />I ' <br />i <br />1 <br />4 <br />�I <br />S4.05j scale: 3/4"=1'-0" <br />0 <br />PLYWOOD SHEATHING <br />-'= SEE ROOF PLAN <br />~O <br />WOOD ROOF TRUSSES 2X8 WOOD RAFTERS <br />_.,• 12 SEE PLAN SEE ROOF PLAN <br />SEE ARCH PLYWOOD SHEATHING r ; SIMPSON TIE <br />a" 8" SEE ROOF PLAN SEE TYP. DET. 6-017 <br />ON SHEET S3.04 <br />SIMPSON TIE _. <br />SEE TYP. DET. 6-018 <br />ON SHEET S3.04f EL= 11'-4" <br />E = 11'-4" <br />_ ::.. TRUSS BRN'G <br />TRUSS BRN'G <br />It TRIPLE _ FOUR COURSES OF <br />8" BOND BEAM W/ <br />BOND BEAM W/ <br />1-#5 CONT BARS 1-#5 CONT BARS <br />- VERT. REINF. W/ <br />VERT. REINF. W/ STD. HOOK AT TOP <br />4! STD. HOOK AT TOP r . " <br />EL= 8'-8" 8 PRECAST LINTEL <br />„ SEE 4-031 /S3.02 <br />BOT/LINTEL <br />8" PRECAST LINTEL BOT/LINTEL <br />SEE 4-031 /S3.02 <br />! i• <br />li aij <br />ii Yt� <br />z! <br />1 I i <br />s s ; <br />1 is <br />i { <br />1 <br />{ <br />as <br />OPENING, SEE ARCH <br />OPENING, SEE ARCH <br />i <br />i <br />F, <br />EL= 3'-4" <br />TOP/BONI) BEAM <br />3. <br />8" BOND BEAM W/ , <br />1-#5 CONT BARS <br />8" CMU WALL. SEE <br />a PLAN FOR REINF. BEND VERT. REINF. INTO <br />0 <br />CONC. SLAB AT M.O. <br />VERTICAL DOWELS TO <br />a o MATCH WALL REINF. i CONCRETE SLAB ON <br />CONCRETE SLAB ON i GRADE. SEE PLAN <br />I _j GRADE. SEE PLAN <br />1/2" THICK PREMOLDED i THICK. SLAB EDGE W/ <br />(1)- #5 CONT. BAR <br />JOINT FILLER MAT'L. <br />i, EL= (0'-0") <br />OL <br />�_ 1 <br />FLOORTO N FLOOR <br />TO <br />x TOP/FIN <br />I ' <br />- GROUT CELLS SOLID <br />GROUT CELLS SOLID BELOW CONCRETE SLAB <br />BELOW CONCRETE SLAB <br />i VERTICAL DOWELS TO <br />MATCH WALL REINF. <br />{ <br />i <br />0. <br />EL= -2'-0" <br />= _ '_0" tid TOP/CONC. FOOTING <br />IL <br />TOP/CONC. FOOTING <br />a 4—CONT. CONCRETE WALL <br />a = CONT. CONCRETE WALL 1d d° FOOTING. SEE PLAN FOR <br />°44 FOOTING. SEE PLAN FOR .__:m = SIZE AND REINF. <br />SIZE AND REINF. ° <br />rTio" building -sect on <br />S4.05 scale: 3/4"=1'-0" <br />ARMANDO A. CASTELLON, P.E. <br />FL. LIC. No. 43453 <br />gnature D to <br />V <br />9 <br />L <br />LO <br />• <br />L0 LO O <br />W <br />L6 ' ` r <br />I O <br />_ <br />6 <br />0 <br />• <br />00 0 <br />r_� r_� <br />0 <br />00 <br />a) x <br />S <br />O <br />C <br />C <br />}C <br />^v <br />Y L <br />— <br />M0M <br />Q) W <br />c N <br />M <br />O <br />�� <br />U <br />Q o <br />o <br />V <br />o <br />Lr) <br />s <br />L <br />_ a <br />O <br />4 :) L <br />LO in O <br />U <br />Z <br />CY/) <br />o <br />Z <br />LIJ <br />Lu <br />04 <br />N ONCC <br />J <br />LU <br /># (a <br />W <br />F— <br />Cl) Z <br />O <br />(0 O N E Z <br />aOzLu�°�cc <br />0 z <br />¢ � a <br />� <br />raw <br />UOo <br />r.3 <br />v~ia-41 <br />DD <br />a- C4W O M N <br />NV U m <br />NHcom W <br />C) copyright <br />CN <br />LO <br />m <br />C'M <br />0 0 <br />> _0 <br />O <br />O — <br />m s <br />"O <br />O -� <br />'-O N <br />revisions: <br />Q9/18/2008 <br />2 steel roof/wood roof <br />drawn: <br />checked: <br />date: <br />proi. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S4eO5 <br />1 11- ICI,-I0. f <br />