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P.T. 400 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 />P.T. 1 /2" PLYWOOD <br />SHEATHING <br />SEE ARCH FOR <br />FASCIA INFO <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 />I <br />dX <br />d <br />d <br />1. <br />r------ =-------------f---I <br />I j I <br />I I <br />COL. FOOTING I 1 <br />BEYOND, SEE PLAN - <br />I I <br />I r I <br />L-----------------------i <br />I <br />12 <br />SEE ARCH <br />cam.= ►y-i ii. <br />TOP/P.T. BEAM <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 />1/2" PLYWOOD <br />SHEATHING <br />(2)-SIMPSON <br />HGAM-10 CUPS <br />ONE PER STUD <br />= 11' <br />TRUSS BI <br />BDL. 8" BOND BEAM W/ <br />(1)- #5 CONT BARS — <br />VERT. REINF. W/ <br />STD. HOOK AT TOP — <br />I.T___ <br />it j i I Ii <br />I 4� <br />-- - - ----- <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 />-. --- ---- -- - -- - - - _..--- - --- -- - a"- emu SEE - <br />PLAN FOR REINF. <br />i <br />VERTICAL DOWELS TO I - <br />MATCH WALL REINF. <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />i <br />1/2" THICK PREMOLDED <br />JOINT FILLER MAT'L. i ---- - -,j <br />EL - <br />SLOPE 0'-0" I i <br />TOP/FIN FLOOR PER ARCH <br />0 <br />°X--�—' '--X -X—�-X ° X <br />-x.- <br />e . <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />(-2'-on) [3f <br />TOP/CONIC. FOOTING <br />. d <br />CONT. CONCRETE WALL a <br />FOOTING. SEE PLAN FOR d da <br />SIZE AND REINF. <br />a <br />r'sq" building section <br />S4.05 scale: 3/4"=1'-0" <br />8" <br />7C ` 77 <br />WOOD ROOF TRUSSES <br />SEE PLAN <br />1/2" PLYWOOD <br />SHEATHING <br />SIMPSON TIE <br />SEE TYP. DET. 6-018 <br />ON SHEET S3.04 <br />EL- (11'-40) <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 />ik EL- (8'-80) <br />BOT/1UNTEL <br />•8" PRECAST LINTEL <br />SEE 4-031 /S3.02 <br />OPENING, SEE ARCH <br />(3'-4" <br />TOP/BOND BEAM <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <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 />ik EL- (0'-00) <br />Y TOP/FIN FLOOR <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />TOP/CONIC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />rs_13N building section <br />�O5scale: 3/4"=1'-0" <br />A MTL. STUD <br />AT 16" O.C. <br />kN <br />CONT BARS <br />ERT. REINF. INTO <br />;LAB AT M.O. <br />TE SLAB ON <br />SEE PLAN <br />SLAB EDGE W/ <br />CONT. BAR <br />CELLS SOLID <br />CONCRETE SLAB <br />1 DOWELS TO <br />WALL REINF. <br />4C. FOOTING <br />;ONCRETE WALL <br />SEE PLAN FOR <br />ID REINF. <br />ARMANDO A. CASTELLON, P.E. <br />FL. LIC. No. 43453 <br />L_ <br />OO 'q- *'0O LO � <br />.� <br />O <br />^ LA r <br />C <br />O <br />C4 <br />00 <br />c <br />O <br />t <br />� <br />C <br />.E <br />C <br />IZ <br />O <br />N QO <br />N <br />� <br />` <br />O <br />�� <br />U <br />Q o <br />o <br />0 <br />U <br />- O <br />N 7 -. <br />s3 <br />LO to O <br />U <br />Z <br />o <br />V w <br />to <br />04 <br />J w <br />o <br />^N N <br />N <br />wow <br />F— V) Z <br />2 MOD Z <br />V)Z5 <br />D:"'! 3 <br /><0z <br />5otLm a <br />MOw <br />�9go, <br />toa!A 9 0 <br />inae° <br />mw <br />u� OD 2 <br />© copyright <br />r� <br />revisions: <br />0 <br />0 <br />drawn: <br />checked: <br />date: <br />prof. no: <br />CV <br />M <br />a a <br />> <br />N , <br />_O <br />0 ``- <br />_ N <br />O — <br />i� -C <br />'O >` <br />O -� <br />CL <br />`O N <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S4.05 <br />P:\2000 Pro)ects\2002 R K Collaborative\2002-o1 o Sonnys Prototype - Zephyrhllls\Sdwg\S4.01 thru S4.07.dwg, 2008-02-27 2:24:39 PM, Noel <br />Signature Date <br />