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ALL HIDDEN NUTS AND BOLTS (INSTALLED IN SHOP DURING FABRICATION) ARE SECURED WITH THIS NUT AND BOLT RESTAINING SYSTEM. <br />1 <br />-.015.643 +.015-.015.3751" BOLT +.000 <br />+.0001" NUT +.015-.0151.012 -.015 .180 <br />+.015.403 +.0005/8" BOLT .250 <br />-.015+.015 <br />-.015+.015 <br />-.015 <br />.758 <br />.483 +.000-.015 <br />+.000-.015 <br />-.015 <br />3/4" NUT <br />3/4" BOLT .375 <br />.180 <br />+.015-.015.631 -.015+.000 <br />DIM A <br />5/8" NUT .180 <br />DIM BFASTENER <br />DIMENSION SCHEDULE <br />14 GA SHEET METAL SHEET A569TACK WELD 4 SIDES <br />.750 -.015 <br />+.015 <br />.500 +.015 <br />"B" (SEE SCHEDULE) <br />-.015 <br />"A"(SEE SCHEDULE) <br />60° <br />NUT & BOLT RESTRAINING SYSTEM <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 />PURLIN AND PURLIN TAIL CONNECTIONS 4 <br /> 3 1/16" <br />3 1/2" <br />TYP. <br />NUT, HEX, 5/8-11 <br />(2) PLCS EACH CONNECTION <br />(3-3/16" SPACING) <br />3/8"x10"x10-1/16" PLT <br />w/ 3/8"x10"x10-13/16" FLG PLT <br />COLUMN <br />(HSS10X10X1/4) <br />GABLE BEAM <br />(HSS14X10X1/4) <br />5"x5" HAND ACCESS <br />1/4(1/4) <br />(3/16) <br />(3/16) <br />3/16 <br />3/16 <br /> 2" <br /> R3/4" <br />2 1/2" <br />TYP. <br />BOLT, HEX, 5/8-11x2-1/2 <br />(2) PLCS EACH CONNECTION <br />(3-1/2" SPACING) <br />PJ REQUIRED <br />GABLE BEAM <br />(HSS14X10X1/4) <br />EAVE BEAM <br />(HSS6X4X1/8) <br />5/8"x6"x4" PLT <br />BOLT, HEX, 5/8-11x2-1/2 <br />(2) PLCS EACH CONNECTION <br />(3-1/2" SPACING) <br />PJ REQUIRED <br />3/8"x6"x4" PLTEAVE TAIL <br />(HSS6X4X1/8) <br />5"x5" HAND ACCESS <br />5/8"x6-3/8"x4-3/8" PLT <br />5/8"x6-3/8""x4-3/8" FLG PLT <br />1/8(1/8)) <br />1/8(1/8) <br />3/16 <br />3/16 <br />(3/16) <br />(3/16) <br />3/16(3/16) <br />3/16(3/16) <br /> 2" <br /> R3/4" <br />2 1/2" <br />TYP. <br />BOLT, HEX, 5/8-11x2 <br />(2) PLCS EACH CONNECTION <br />(2" SPACING) <br />PJ REQUIRED <br />GABLE BEAM <br />(HSS14X10X1/4) <br />PURLIN <br />(HSS6X4X1/8) <br />3/8"x6"x4" PLT <br />w/ 1/4"x6"x4-3/4" FLG. PLT <br />BOLT, HEX, 5/8-11x2 <br />(2) PLCS EACH CONNECTION <br />(2" SPACING) <br />3/8"x6"x4" PLT <br />w/ 1/4"x6"x4-3/4" FLG. PLT <br />PURLIN TAIL <br />(HSS6X4X1/8) <br />5"x5" HAND ACCESS <br />1/8(1/8) <br />1/8(1/8) <br />(1/8) <br />1/83 SIDES <br />1/83 SIDES <br />(1/8) <br />MS <br />L <br />4 <br />. <br />2 <br />FR <br />A <br />M <br />E <br /> <br />CO <br />N <br />N <br />E <br />C <br />T <br />I <br />O <br />N <br /> <br />DE <br />T <br />A <br />I <br />L <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 /> <br />3 <br />5 <br />EAVE BEAM AND EAVE TAIL CONNECTIONS 3 GABLE BEAM CONNECTION @ COLUMN 2 <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