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ELECTRICAL CUTOUT NOTES: <br />1. MAXIMUM ONE CUTOUT PERMITTED IN EACH MEMBER. <br />2. CUTOUTS CAN BE PLACED ON ANY SIDE OF A MEMBER. <br />3. CUTOUTS CAN BE PLACED ALONG MEMBERS AS INDICATED IN THE DETAILS. <br />4. ARCHITECTS REQUESTING CUTOUTS MUST MARKUP APPROVED PC DRAWINGS TO LOCATE CUTOUTS FOR APPROVAL AND FABRICATION. <br />POLIGUARD GUTTER SYSTEM NOTES: <br />1. PREFABRICATED GUTTER SYSTEM IS ATTACHED TO THE STRUCTURE AFTER ROOF IS INSTALLED. <br />2. DETAILED INSTALLATION INSTRUCTIONS ARE SHIPPED WITH THE STRUCTURE. <br />3. DOWNSPOUTS REQUIRED AT EACH COLUMN. <br />SEE DETAIL 2 <br />SHEET MSL2.X <br />2'-0" <br />8" <br />4" <br />2 1/4" <br />4" <br />2 1/4" <br />FINISH GRADE <br />(ASSUMED AT CONSTANT <br />ELEVATION UNLESS <br />OTHERWISE NOTED) <br />COLUMN <br />GABLE BEAM <br />EC-100ELECTRICAL CUTOUT IN COLUMNS <br />R 1/8" <br />TYP. <br />R 1/8" <br />TYP. <br />GS-100GUTTER DETAIL <br />ROOF PANEL <br />EAVE BEAM(VARIES) <br />POLIGUARD GUTTER(SLOPE PER INSTALLATION INSTRUCTIONS) <br />POLIGUARD GUTTER HANGER4" FROM ENDS@ 24" OC MAX <br /> 1/2" <br /> 3/4" <br /> 1-3/4" <br />GUTTER <br />GUTTER FASIC <br />HANGER <br />ROOF <br />TRUSS <br />EAVE BEAM <br />ATTACH (2) #10X1" PANCAKE HEAD <br />SELF-DRILLING SCREWS <br />5 3/4"EGDE OF ROOF TO FACE OF GUTTER <br />GUTTER DETAIL GS-200 <br />7'-1" MIN CLEAR <br />TO BOTTOM OF <br />DOWNSPOUT <br /> FINISH GRADE <br />GS-300DOWNSPOUT DETAIL <br />ROOF PANEL <br />POLIGUARD GUTTER(SLOPE PER INSTALLATION INSTRUCTIONS) <br />POLIGUARD DOWNSPOUT <br />POLIGUARD DOWNSPOUT BRACKET 6" FROM ELBOW <br />COLUMN(VARIES) <br />EAVE BEAM(VARIES) <br />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 />MS <br />L <br />7 <br />. <br />0 <br />MI <br />S <br />C <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />OP <br />T <br />I <br />O <br />N <br />S <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 />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