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1, <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 />i, EL- (0'-0") <br />TOP/FIN FLOOR <br />V PM <br />J N <br />�o <br />a� <br />J Q <br />1 <br />W <br />0 <br />CONT. 2X10 & CONT. 2X8 <br />TOP PLATE, SEE ARCH <br />E 22'-8" <br />EL.- SEE BLDG. SECT. <br />TOP/FRAMING <br />TOP/WALL <br />I <br />I <br />(2) SIDES OF 1 /2" PLYW00 <br />SHEATHING SEE PLAN <br />PRE-ENG WOOD TRUSS <br />SEE ROOF PLAN <br />I <br />Pf <br />I <br />2X8 AT 16" O.C. <br />PLYWOOD SHEATHING <br />- <br />I <br />- <br />I <br />STUD WALL <br />SEE ROOF PLAN <br />N <br />I <br />�2)-SIMPSONHGA10 <br />-- <br />OPP. <br />1 EA. T&B CHORD OF TRUSS) <br />ATTACH PER MANF. SPEC. <br />_ <br />4.07 HAND <br />if <br />{ <br />6j <br />I <br />SIMPSON META22 <br />I <br />I <br />2X8 P.T. PLATE BTW. TRUSSES <br />ATTACHED TO BOND BM. W/ <br />i <br />1/4"0 TAPCONS (1 1 /2" MIN. <br />I <br />I <br />EMBED IN TO BOND BM. PROVIDE <br />f <br />(4) TAPCONS (MIN.) IN BTW. <br />TRUSSES TYP., NAIL SHEATHING <br />II <br />INTO P.T. PLATE. <br />EL= SEE BLDG. SECT. <br />I <br />TOP/ CMU WALL <br />OL - 15'-4" <br />TOP/CMU WALL <br />==_ <br />2X12 CONT. LEDGER <br />ATTACH TO CMU W/ <br />8" DBL. BOND BEAM <br />REINF. W/ 1-#5 CONT. <br />_ <br />BLOCKING AT REQ'D <br />- <br />I <br />(1)-5/8"0 SIMPSON <br />PER TRUSS MANUF. <br />TITEN HD AT 32" OC <br />MIN 4" EMBED. <br />VERT. REINF. W/ <br />TRUSS ENG. TO DESIGN <br />PLYWOOD SHEATHING <br />STD. HOOK AT TOP <br />TRUSSES TO RESIST 200 PLF <br />SEE ROOF PLAN <br />AF LATERAL WIND FORCE & <br />`- r <br />�- <br />TRANSFER THIS FORCE TO <br />8" CMU WALL. SEE <br />UPPER DIAPHRAM <br />PLAN FOR REINF. <br />8" DBL. BOND BEAM <br />REINF. W/ 1-#5 CONT. <br />r <br />S16 <br />building detail <br />BOT/UNTEL <br />2X12 WOOD RAFTERS <br />S4.07 <br />scale: 3/4"=P-O" <br />SEE ROOF PLAN <br />8" PRECAST LINTEL <br />SIMPSON LSSU210 <br />SEE 4-031 S3.02_n <br />`T <br />1 <br />r Y� TYP <br />ivi <br />! <br />CONT. 2X10 & CONT. 2X8 <br />TOP PLATE, SEE ARCH <br />d; <br />i <br />l BENDVERT. REINF. INTO <br />CONCJ I SLAB AT M.O. <br />1� <br />CONCi ETE SLAB ON <br />GRADL SEE PLAN <br />I <br />{ l E L= -0" <br />(� ) <br />od <br />G d <br />I 1 <br />, <br />I <br />- <br />1I,' <br />GROUT CELLS SOLID <br />= <br />BELOW CONCRETE SLAB <br />EL- -2'-0" <br />TOP/CONC. FOOTING <br />d <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />; <br />1 ; <br />SIZE AND REINF. <br />,ate <br />L= SEE BLDG. SECT. <br />TOP/WALL <br />2 SIDES OF 5/8" PLYWOOD <br />SHEATHING SEE PLAN <br />2X8 AT 16" O.C. <br />STUD WALL <br />2X BLOCKING PER TRUSS <br />MANUF. <br />SIMPSON META22 <br />2X8 P.T. PLATE BTW. TRUSSES - <br />ATTACHED TO BOND BM. W/ <br />1 /4"0 TAPCONS (1 1 /2" MIN. <br />EMBED IN TO BOND BM. PROVIDE <br />(4) TAPCONS (MIN.) IN BTW. <br />TRUSSES TYP., NAIL SHEATHING <br />INTO P.T. PLATE. <br />i, EL= (SEE BLDG. SECT.) <br />TOP/ CMU WALL <br />8" DBL. BOND BEAM <br />REINF. W/ 1-#5 CON <br />VERT. REINF. W/— <br />STD. HOOK AT TOP <br />8" CMU WALL. SEE <br />PLAN FOR REINF. <br />S17 building detail <br />�O7scale: 3/4"=1'-0" <br />PLYWOOD SHEATHING <br />SEE ROOF PLAN <br />BLOCKING AT REQ'D <br />PER TRUSS MANUF. <br />PRE-ENG WOOD TRUSS <br />SEE ROOF PLAN <br />SCAB 2X8 STUD AT EVERY <br />TRUSS W/ (12)-10d NAILS (MIN.) <br />STAGGARD AND PROVIDE <br />SIMPSON A35 ® BOTTOM PL. <br />& VERT. STUD, TYP. <br />s13 building section sl4 buildin section sly building section ARMANDO A. CASTELLON, P.E. <br />54.07 scale: 3/4"=1'-0" S4.07 S�O7scale: 3/4"=P-0" <br />scale: 3/4"=1'-0"FL LIC. No. 43453 <br />W�/w <br />ignature Date <br />U <br />z <br />R <br />0 <br />CT dr NO <br />LO O <br />LO <br />1— <br />c <br />0- � o <br />• � <br />o0 00 `O <br />�~ <br />o o <br />U <br />a- x <br />O a <br />s <br />O <br />Cm <br />c <br />•E <br />00 <br />C1 <br />U 00 <br />C fV <br />M0 <br />O <br />v <br />u <br />� <br />00 <br />e <br />ar0 <br />_o <br />�} <br />A O <br />0 <br />W <br />1 o4- 0 <br />L <br />a <br />Lr) nh o <br />Z <br />Cl) <br />_Z <br />Er <br />F_ <br />LU <br />N <br />o <br />N N <br />IY <br />W <br />J <br />5 W <br />Z <br />co <br />N O <br />f- <br />(n <br />u) o E Z <br />(n <br />Z () <br />vi W. `r 8 O <br />�0UIr <br />W°CQ'�°'a <br />} LLc <br />UOo <br />3 M <br />Lu <br />3aao E <br />a` <br />chw1 a� <br />NaTV m <br />:HODI <br />W <br />(D copyright <br />Vi <br />CN <br />- M <br />0 0 <br />N <br />5 's_ <br />O <br />N <br />0 s <br />'o >` <br />O s <br />No <br />�O N <br />revisions: <br />Q2 <br />9/18/2008 <br />steel roof/wood roof <br />drawn: <br />checked: <br />date: <br />prof. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S4eO7 <br />