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9 <br />S1.5 8 <br />S1.5 <br />7 <br />S1.5 <br />CONT UNISTRUT P1000 <br />UNISTRUT P1001 <br />@6'-0"OC <br />3'-0" MAX <br />1/2"Ø THREADED ROD <br />UNISTRUT P1000 <br />BRACE @6'-0"OC <br />1 <br />1 <br />CEILING PER ARCH <br />BUSWAY/CABLE TRAY PER <br />ELECTRICAL (100 PLF MAX) <br />3/8"Ø THREADED ROD W/ <br />CHANNEL NUTS AND <br />LOCKING WASHERS AT TRAY <br />- <br />--- <br />L2 1/2x 2 1/2x 14 GA x0'-5" <br />W/(3)-#10 SCREWS EACH LEG <br />BOTH SIDE TYP <br />(E) PURLIN <br />NUT EACH SIDE OF FLANGE <br />TOP *& BOTTOM TYP <br />1/2"Ø THREADED ROD <br />800# MAX <br />NESTED METAL STUD JOIST <br />- <br />---S1.5 <br />7 <br />1/2"Ø THRU BOLT <br />UNISTRUT BRACE <br />UNISTRUT P1843 TYP <br />ABRACE ATTACHMENT TO <br />(E) PURLIN <br />P1000 W/BEAM CLAMP <br />EACH SIDE <br />UNISTRUT BRACE <br />BBRACE ATTACHMENT TO <br />(E) BEAM <br />SUPPORT ROD <br />UNISTRUT P2486 <br />@12"OC <br />UNISTRUT P1000 ROD <br />STIFFENER <br />1 1/2"3 1/2"3 1/2"1 1/2" <br />2" <br />2" <br />4"x3"x1/4 PLATE EACH SIDE <br />(3) 1/2"Ø HILTI KB-TZ2 SS W/ <br />3 1/4" EMBED <br />HORIZ ANGLE(E) ROOF SHEATHING <br />(E) PARAPET <br />ANGLE POST <br />2" <br />(E) WATERPROOFING <br />8" <br />1 1/2" <br />1 1/2" <br />EQ EQ <br />(E) BEAM PER PLAN <br />(2) 3/4"Ø LAG SCREWS <br />W/7" MIN EMBED <br />NEW OR (E) PURLIN <br />REINFORCING <br />ROUND HSS PER & . <br />12 <br />S1.5 <br />16 <br />S1.5 <br />5/8" BASE PLATE <br />3 1/2". <br />4'-9". <br />(E) SHEATHING <br />BEAM PER PLAN <br />EQ <br />EQ <br />PER ARCH <br />6'-0" MAX <br />8'-6" MAX ABOVE <br />ROOF SHEATHING <br />2'-0" TYP <br />5/8"Ø A307 BOLT <br />L4x4x1/4 BRACE @8'-0" <br />MAX PER PLAN <br />L4x4x1/4 TYP <br />HORIZ <br />WIND SCREEN <br />PER ARCH <br />L4x4x1/4 POST @8'-0"OC <br />MAX PER PLAN <br />5/8"Ø A307 BOLT <br />WT4x6.5 x0'-4" <br />ROUND HSS3x 1/4 TYP <br />BASE PLATE PER 13 <br />S1.5 <br />(E) BEAM PER PLAN <br />(SEE NOTE) <br />CL BEAM & POSTCL BEAM & POST <br />WATERPROOFING <br />PER ARCH <br />8" MAX <br />1/4 <br />TYP T&B <br />L4x4x1/4 AT EACH <br />POST/BRACE <br />NOTE: <br />WHERE (E) BEAM IS NOT REINFORCED <br />PROVIDE STRENGTHENING PER 13 <br />S1.4 <br />BEAM PER PLAN <br />EQ <br />EQ <br />6'-0" MAX <br />8'-6" MAX ABOVE <br />ROOF SHEATHING <br />2'-0" TYP <br />5/8"Ø A307 BOLT <br />L4x4x1/4 BRACE @8'-0" <br />MAX PER PLAN <br />L4x4x1/4 TYP <br />HORIZ <br />WIND SCREEN <br />PER ARCH <br />L4x4x1/4 POST @8'-0"OC <br />MAX PER PLAN <br />5/8"Ø A307 BOLT EA END <br />WT4x6.5 x0'-4" <br />ROUND HSS3x 1/4 TYP <br />BASE PLATE PER 13 <br />S1.5 <br />(E) BEAM PER PLAN <br />(SEE NOTE 1) <br />CL BEAM & POST <br />8" MAX3" <br />1/4 <br />TYP T&B <br />5" <br />4" <br />1" TYP <br />SEE NOTE 2 <br />18" VIF <br />NOTESl <br />1. WHERE (E) BEAM IS NOT REINFORCED PROVIDE STRENGTHENING PER <br />2. WHERE DIMENSIONS IS LESS THAN 18" PROVIDE CONNECTION TO PARAPET PER <br />3. FOR ADDITIONAL INFORMATION NOT SHOWN SEE <br />13 <br />S1.4 <br />14 <br />S1.5 <br />12 <br />S1.5 <br />1/2"Ø HILTI KB-TZ2 <br />SS W/3 1/4" EMBED <br />(E) WATERPROOFING <br />VIF <br />L4x4x1/4 AT EACH <br />POST/BRACE <br />No. 6250 <br />FFOHSIB <br />RYANW. <br />REGISTEREDPROFESSIONALENGINEER <br />STRUCTURALSTATEOFCALIFORNIA <br />DATE: <br />FOR BRANDOW & JOHNSTON <br />STRUCTURAL+CIVIL ENGINEERS (B&J HBK, INC.) <br />3300 IRVINE AVE. SUITE 245 <br />NEWPORT BEACH, CALIFORNIA 92660 <br />T:(949)862-8500 WWW.BJSCE.COM <br />JOB#: <br />1 <br />7 <br /> <br />8 <br /> <br />8 <br /> <br />0 <br /> <br /> <br />S <br /> <br />k <br /> <br />y <br /> <br /> <br />P <br /> <br />a <br /> <br />r <br /> <br />k <br /> <br /> <br />C <br /> <br />i <br /> <br />r <br /> <br />c <br /> <br />l <br /> <br />e <br /> <br />, <br /> <br /> <br />S <br /> <br />u <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />2 <br /> <br />3 <br /> <br />0 <br /> <br /> <br />- <br />I <br />r <br /> <br />v <br /> <br />i <br /> <br />n <br /> <br />e <br /> <br />, <br /> <br /> <br />C <br /> <br />A <br /> <br /> <br />9 <br /> <br />2 <br /> <br />6 <br /> <br />1 <br /> <br />4 <br />t <br /> <br />e <br /> <br /> <br />l <br /> <br /> <br /> <br />9 <br /> <br /> <br />4 <br /> <br /> <br />9 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />5 <br /> <br /> <br />5 <br /> <br /> <br />3 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />8 <br /> <br /> <br />9 <br /> <br /> <br />0 <br /> <br /> <br />0 <br />a <br />r <br /> <br />c <br /> <br />h <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />c <br /> <br />t <br /> <br />u <br /> <br />r <br /> <br />e <br /> <br />i <br /> <br />n <br /> <br />t <br /> <br />e <br /> <br />r <br /> <br />i <br /> <br />o <br /> <br />r <br /> <br /> <br />d <br /> <br />e <br /> <br />s <br /> <br />i <br /> <br />g <br /> <br />n <br />p <br />l <br /> <br />a <br /> <br />n <br /> <br />n <br /> <br />i <br /> <br />n <br /> <br />g <br />DA <br />I <br />M <br />L <br />E <br />R <br /> <br />A <br />C <br />P <br />L <br />30 <br />0 <br />9 <br /> <br />D <br />A <br />I <br />M <br />L <br />E <br />R <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />2 <br />7 <br />9 <br />5 <br />S1.5 <br />DETAILS <br />09/25/24 <br />SCALE: 1" = 1'-0"S1.5 <br />EXISTING PAD 1 <br />SCALE: 1" = 1'-0"S1.5 <br />ELECTRICAL BUSWAY OUT OF PLANE BRACE DETAIL 4 <br />SCALE: 1" = 1'-0"S1.5 <br />HANGER ATTACHMENT TO (E) PURLIN 7 <br />SCALE: 1" = 1'-0"S1.5 <br />OUT OF PLANE BRACE ATTACHMENT 8 <br />SCALE: 1 1/2" = 1'-0"S1.5 <br />ROD STIFFENER DETAIL 9 <br />NO. REMARKS DATE <br />60% COMPLETE SET 05/28/24 <br />90% COMPLETE SET 07/12/24 <br />ISSUE FOR BID 07/18/24 <br />CITY SUBMITTAL 07/23/24 <br />1 CITY RESUBMITTAL 09/24/24 <br />SCALE: 3" = 1'-0"S1.5 <br />WIND SCREEN DETAIL 14 <br />SCALE: 3" = 1'-0"S1.5 <br />WIND SCREEN BASE PLATE 13 <br />SCALE: 1" = 1'-0"S1.5 <br />WIND SCREEN SECTION 12 <br />SCALE: 1" = 1'-0"S1.5 <br />WIND SCREEN SECTION 16 <br />1 1 <br />1 <br />1 <br />3009 S Daimler St <br />11/18/2024