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STATE APPROVALS-PC <br />STATE APPROVALS-SITE <br />PR <br />E <br />- <br />C <br />H <br />E <br />C <br />K <br /> <br />( <br />P <br />C <br />) <br /> <br />DO <br />C <br />U <br />M <br />E <br />N <br />T <br />CO <br />D <br />E <br />: <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />C <br />B <br />C <br />A <br />S <br />E <br />P <br />A <br />R <br />A <br />T <br />E <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />AP <br />P <br />L <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br /> <br />F <br />O <br />R <br /> C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />I <br />S <br /> <br />R <br />E <br />Q <br />U <br />I <br />R <br />E <br />D <br />. <br />2'-0" <br />NOTE: COLUMN CENTERLINE TO <br />EDGE OF TAIL, SEE MSL5.2 FOR <br />EDGE OF ROOF <br />SEE DETAIL 2 <br />SHEET MSL2.4 <br /> 14'- 3/4" MAX <br />FINISH GRADE <br />(ASSUMED AT CONSTANT <br />ELEVATION UNLESS <br />OTHERWISE NOTED) <br /> OVERALL DIMENSION VARIES PER PROJECT <br /> 34'-10 13/16" <br />2'-5 13/16" <br />(COLUMN CENTERLINE TO <br />EDGE OF BEAM, SEE <br />MSL5.2 FOR EDGE <br />OF ROOF) <br />MSL4.2 <br />2 <br /> 2" 4'-11 1/4" <br /> 4'-11 1/4" 4'-11 1/4" <br /> 4'-11 1/4" 4'-11 1/4" <br /> 4'-11 1/4" 4'-11 1/4" <br />2'-5 13/16" <br />NOTE: COLUMN CENTERLINE TO <br />EDGE OF BEAM, SEE MSL5.2 <br />FOR EDGE OF ROOF <br />10'-0" MAX <br />7'-1" MIN <br />CLEAR <br />12 <br />1 <br />MSL4.2 <br />3 <br />MSL4.2 <br />4 <br />FINISH GRADE <br />(ASSUMED AT CONSTANT <br />ELEVATION UNLESS <br />OTHERWISE NOTED) <br /> A <br /> <br /> B <br /> C <br /> <br /> 1 <br /> 2 <br />1 <br />2 <br />6 <br />7 <br />3 <br />4 <br />4 <br />5 <br />6 <br />ISOMETRIC VIEW <br />SCALE: 1/4" = 1'-0" <br />SIDE ELEVATION <br />SCALE: 1/4" = 1'-0" <br />FRONT ELEVATION <br />SCALE: 1/4" = 1'-0" <br />PLAN VIEW <br />SCALE: 1/4" = 1'-0" <br />ITEM QTY.PART NO.DESCRIPTION MATERIAL WEIGHT <br />7 12 -PURLIN TAIL ASM HSS6X4X1/8 15.69 <br />6 4 -EBEAM TAIL ASM HSS6X4X1/8 16.16 <br />5 12 -PURLIN ASM HSS6X4X1/8 159.23 <br />4 4 -EBEAM ASM HSS6X4X1/8 160.18 <br />3 3 -GABLE BEAM_1 ASM HSS14X10X1/4 1427.07 <br />2 3 -COL_1 ASM HSS10X10X1/4 576.19 <br />1 3 -COL_1 ASM HSS10X10X1/4 495.13 MS <br />L <br />3 <br />. <br />2 <br />FR <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />MO <br />N <br />O <br />S <br />L <br />O <br />P <br />E <br /> <br />- <br /> <br />M <br />S <br />L <br /> <br />3 <br />5 <br />JESSICA E. NAPIER <br />No. S5476 <br />S T R U C T U R A L <br />DSA <br />D E P A R T M E N T O F G E N E R A L S E R V I C E S <br />DIVISION OF THE STATE ARCHITECT <br />DSA <br />DIVISION OF THE STATE ARCHITECT <br />DSA <br />DIVISION OF THE STATE ARCHITECT <br />DSA <br />DIVISION OF THE STATE ARCHITECT <br />IDENTIFICATION STAMP <br /> DIV. OF THE STATE ARCHITECT <br />APP: <br />REVIEWED FOR <br />SS FLS ACS <br />DATE: <br />CG444 <br />02-121212 <br />7/18/2023 <br />PC