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I I "I <br />E <br />?1 <br />In <br />2x8 VERT. STUD AT <br />EVERY RAFTER LOCATION <br />W/(4)-10d NAILS AT <br />EVERY RAFTER TO VERT <br />STUD <br />1/2" PLYWOOD <br />SHEATHING <br />SIMPSON HGAM10 <br />TIE FROM TRUSS <br />TO BOND BEAM <br />TRUSS BRN'G <br />TRIPLE 8" BOND BEAM W/ <br />II, (1)- #5 CONT BARS <br />p <br />VERT. REINF. W/ <br />STD. HOOK AT TOP <br />8" PRECAST LINTEL <br />}` SEE 4-031 /S3.02 <br />BOT LINTEL��--�_______._ <br />�7.Et <br />E; <br />1 <br />I <br />it <br />OPENING, SEE ARCH <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />i <br />EL.- 3'-4" <br />TOP/BOND BEAM <br />VERTICAL DOWELS TO <br />i MATCH WALL REINF. <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />I <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN <br />1/2" THICK PREMOLDED <br />JOINT FILLER MAT'L. <br />4 _ i B ,an <br />A �— - —__ <br />_7. <br />TOP <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />EL,- (-2'-0" <br />Y TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />S>> building section <br />S4.06 scale: 3/4"=1'-0" <br />L-----------------------i <br />PURLINS AT 16" <br />SEE PLAN <br />RAFTERS AT 48" <br />SEE PLAN <br />" PLYWOOD <br />ATHING <br />-% EL- (9'-7 1 /2") <br />TOP/P.T. BEAM <br />) - SIMPSON HGAM-10 <br />.IPS. ONE EACH SIDE <br />. 4x10 RAFTER TYP. <br />7ACHED TO P.T. BEAM <br />ID RAFTER PER MANUF. <br />'ECIFICATIONS <br />T. BEAM <br />:E PLAN <br />COLUMN <br />PLAN <br />CRETE SLAB ON <br />,DE. SEE PLAN <br />" THICK PREMOLDED <br />IT FILLER MAT'L. <br />. FOOTING <br />OND, SEE PLAN <br />2X8 P.T. PLATE ATTACHED <br />W/-1/2"0 ANCHOR BOLTS <br />AT 32" O.C. MAX <br />EL- (16'-0" <br />`r TOP/WALL <br />8" BOND BEAM W/ <br />(1)- #5 CONT BARS <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />METAL ROOF DECK <br />SEE PLAN <br />CONT L6x4x5/16 (LLV) <br />DECK SUPPORT W/ 3/4" /� <br />DIA. EXP. BOLT AT 24" O.C,� <br />GROUT CELLS SOLID--�— <br />STEEL JOIST <br />SEE PLAN - <br />SEE S13 ON SHEET <br />S4.07 FOR BALANCE <br />OF AWNING INFO. — <br />VERT. REINF. W/ <br />STD. HOOK AT TOP - <br />8" PRECAST L9 <br />SEE 4-031 /S3. <br />OPENING, SEE ARCH <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN - <br />BEND VERT. REINF. INTO <br />CONC. SLAB AT M.O. — <br />THICK. SLAB EDGE W/ <br />(1)- #5 CONT. BAR — <br />GROUT CELLS SOLID <br />BELOW CONCRETE SLAB <br />EL- (-2'-0" <br />`r TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />ROOFING MATERIAL <br />SEE ARCH. DWG'S. <br />1/2" PLYWOOD <br />SHEATHING <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 />METAL ROOF DECK <br />SEE PLAN <br />EL- (-2'-0" <br />Y TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />rS12 building section <br />S4.06 scale: 3/4"=1'-0" <br />ARMANDO A. CASTELLON, P.E. <br />FL. LIC. No. 43453 <br />(D <br />to <br />.2 <br />U') LO O <br />r <br />> <br />Ln LO 0 <br />0% <br />• <br />10 <br />0, co <br />� � <br />0 <br />O <br />s <br />� <br />O <br />UQ <br />O <br />- <br />a) 00 <br />C N <br />M <br />O <br />>� <br />U <br />� <br />L <br />'� <br />a� o <br />U <br />o <br />0 <br />s <br />0 <br />c <br />LO a <br />� 0 <br />a <br />Lr) O <br />(3 <br />Z <br />0 <br />f� <br />V w <br />Q - <br />O � 0 <br />Z V) <br />M c <br />O o <br />jIx <br />w <br />NnN N <br />Lv �'W^^ <br />toVI E i <br />�Mx <br />Q Z v <br />m O <br />� <br />< 0 W <br />a ® t1 <br />U — C <br />N4M� N <br />00 <br />aao�00 <br />5 <br />W <br />todi <br />i< o� w <br />© copyright <br />revisions: <br />0 <br />0 <br />0 <br />drawn: <br />checked: <br />date: <br />prof. no: <br />N <br />'t' <br />LO <br />M <br />c") <br />0 <br />> <br />O O <br />CY) s <br />'O <br />O s <br />110 a <br />"O N <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S4,06 <br />P:t2000 Projects\2002 R K Colleborative\2002-010 Sonnys Prop+type - Zephyrh111st.Sdwg\S4.01 thru S4.07.dwg, 2008-02-27 2:26:10 PM, Noel <br />Signature Date <br />