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X X X X X X X X X X <br />82 83 84 <br />80 <br />TELECOMMUNICATIONS PROJECT MANAGEMENT <br />16776 BERNARDO CENTER DRIVE, UNIT 203 <br />SAN DIEGO, CA 92128 <br />15 <br />5 <br />0 <br />5 <br /> <br />S <br />A <br />N <br />D <br /> <br />C <br />A <br />N <br />Y <br />O <br />N <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />, <br /> <br />B <br />L <br />D <br />G <br /> <br />C <br />. <br />IR <br />V <br />I <br />N <br />E <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />1 <br />8 <br />SHEET TITLE: <br />ISSUE STATUS <br />DATEREV.DESCRIPTION BY <br />FI <br />S <br />H <br />E <br />R <br /> <br />F <br />L <br />O <br />R <br />A <br />L <br />26 <br />7 <br />7 <br /> <br />3 <br />/ <br />4 <br /> <br />N <br />. <br /> <br />M <br />A <br />I <br />N <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />W <br />C <br />C <br />0 <br />1 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />0 02/28/2024 90% CD REVIEW jd <br />1 03/15/2024 90% CD DRM COMMENTS jd <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />03/29/2024 <br />05/17/2024 <br />06/21/2024 <br />08/01/2024 <br />09/25/2024 <br />05/07/2025 <br />06/04/2025 <br />90% CD DRM COMNTS #2 <br />100% FINAL CD <br />REVISED DIESEL TANK <br />REGULATORY HEIGHT <br />BP SUBMITTAL <br />100% CD BP PLANCHECK <br />STRUCT PLANCHECK <br />jd <br />jd <br />rl <br />jd <br />jd <br />jd <br />JD <br />D-7 <br />PROPRIETARY INFORMATION <br />THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS <br />IS PROPRIETARY TO VERIZON WIRELESS <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />I <br />. <br />D <br />. <br /> <br />1 <br />5 <br />8 <br />6 <br />1 <br />0 <br />6 <br />7 <br />Ren. 4-30-27 <br />No. C 11978 <br />LICENSED A RCHITECT <br />STATE OF CALIFORNIA <br />WILLIAM M. BOOTH <br />DETAILS <br />74 <br />79CONCRETE BLOCK WALL & FOOTINGS <br />N.T.S. <br />SCALE:EQUIPMENT ANCHORAGE N.T.S. <br />SCALE:73 <br />N.T.S. <br />SCALE: <br />8' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br />8" C.M.U. SOLID GROUTED <br />(fm'=1900 PSI) SPECIAL <br />INSPECTION REQUIRED <br />(N) CONCRETE <br />LANDING <br />#4 @ 16" O.C. HORIZONTAL <br />2 #4 CONT. <br />#4 @ 8" O.C. VERITCAL <br />EQ.EQ. <br />(N) CONCRETE SLAB & <br />SAND BELOW PER <br />SLAB NOTE SHEET A-2 <br />3" <br />CL <br />R <br />. <br />TY <br />P <br />. <br />1' <br />- <br />6 <br />" <br />3'-6" <br />1' <br />- <br />4 <br />" <br />CONCRETE BLOCK WALL & FOOTINGS N.T.S. <br />SCALE: <br />8' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br />8" C.M.U. SOLID GROUTED <br />(fm'=1900 PSI) SPECIAL <br />INSPECTION REQUIRED <br />#4 @ 16" O.C. HORIZONTAL <br />2 #4 CONT. <br />#4 @ 8" O.C. VERITCAL <br />EQ.EQ. <br />(N) CONCRETE SLAB & <br />SAND BELOW PER <br />SLAB NOTE SHEET A-2 <br />1' <br />- <br />6 <br />" <br />3" <br />CL <br />R <br />. <br />TY <br />P <br />. <br />3'-6" <br />1' <br />- <br />4 <br />" <br />8" C.M.U. SOLID GROUTED <br />(fm'=1900 PSI). SEE DETAILS <br />FOR MORE INFO <br />& <br />(4) 1/2"Ø x 5" EMBED. HOT DIPPED <br />GALVANIZED THREADED STEEL ROD. <br />DRILL 5/8"Ø HOLE & FILL WITH "HILTI" <br />HIT HY-270 ADHESIVE. <br />(4" MINIMUM EDGE DISTANCE) <br />(ICC ESR-4143). **SPECIAL <br />INSPECTION REQUIRED. <br />CONTRACTOR TO AVOID CUTTING OR <br />DAMAGING WALL REINFORCING. <br />WALL HUNG EQUIPMENT. <br />MAXIMUM WEIGHT: 400 LBS. <br />79 <br />D-7 <br />80 <br />D-7 <br />74 <br />D-7 <br />74 <br />D-7 <br />CL WALL & <br />REINFORCING <br />CL WALL & <br />REINFORCING <br />3" CLR. <br />CONCRETE BLOCK WALL CAP <br />(N) CONCRETE BLOCK <br />WALL PER PLANS <br />MORTAR CAP 1 <br />1 <br />/ <br />2 <br />" <br />#5 @ 24" O.C. TOP & <br />BOTTOM <br />8" <br />#5 @ 24" O.C. TOP & <br />BOTTOM <br />8" <br />N.T.S. <br />SCALE:EQUIP. PAD FOOTING @ GENERATOR <br />EQUIPMENT CABINET: <br />CABINET DIMENSIONS, H x W x D: 74.8" x 36.0" x 44.0" <br />PLAN VIEW FRONT ELEVATION <br />EQUIPMENT CABINET <br />CABINET SHALL BE "HARDENED" WITH STAINLESS STEEL <br />SES PLATES AND HIDDEN SHACKLE PADLOCK <br />MAXIMUM TOTAL EQUIPMENT CABINET WEIGHT: 4100.0 LBS <br />HINGED ACCESS PANEL <br />40 <br />" <br />36" <br />(N) EQUIPMENT <br />CABINET <br />HINGED ACCESS <br />PANEL <br />36" <br />(N) EQUIPMENT <br />CABINET <br />74 <br />. <br />8 <br />" <br /> <br />M <br />A <br />X <br />. <br />SES LOCK PROTECTION <br />1-3/8"1-3/8" <br />33-1/4" <br />14 <br />- <br />3 <br />/ <br />4 <br />" <br />3- <br />5 <br />/ <br />8 <br />" <br />14 <br />- <br />1 <br />/ <br />2 <br />" <br />1-3/8"1-3/8" <br />(6) "HILTI" 1/2"Ø STAINLESS STEEL KWIK <br />BOLT TZ2 CONCRETE ANCHORS EQUALLY <br />SPACED WITH 3-3/4" EMBED. INTO 1/2"Ø <br />HOLE DRILLED 4-3/4" DEEP. SPECIAL <br />INSPECTION REQUIRED (ICC ELC-4266). <br />35 <br />D-3 <br />CONCRETE SLAB & <br />REINFORCING PER <br />PLAN <br />6" MIN. EDGE <br />CLEARANCE TO <br />ANCHOR BOLT <br />(6) "HILTI" 1/2"Ø STAINLESS STEEL KWIK <br />BOLT TZ2 CONCRETE ANCHORS EQUALLY <br />SPACED WITH 3-3/4" EMBED. INTO 1/2"Ø <br />HOLE DRILLED 4-3/4" DEEP. SPECIAL <br />INSPECTION REQUIRED (ICC ELC-4266). <br />4" <br />36 <br />" <br />MI <br />N <br />. <br /> <br />C <br />L <br />E <br />A <br />R <br />1'-0" <br />8" <br />MI <br />N <br />. <br />SUB-GRADE PER <br />PLAN <br />3" <br />CL <br />E <br />A <br />R <br />(2) #4 REINFORCING BARS <br />CONTINUOUS TOP & BOTTOM <br />REINFORCING BARS PER PLAN. TURN <br />REINFORCING BARS DOWN 18" INTO <br />FOOTING <br />SUB-GRADE <br />PER PLAN <br />1' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />8" <br />MI <br />N <br />. <br />1' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />1" = 1'-0" <br />SCALE: <br />N.T.S. <br />SCALE: <br />CONTINUOUS BEAD OF SILICONE <br />SEALANT AT TOP OF UNISTRUT <br />(TYPICAL) <br />GPS ANTENNA <br />1-1/4"Ø GALVAIZED <br />STD. STEEL PIPE <br />PIPE CLAMP TO <br />UNISTRUT <br />EXTEND 1-1/4"Ø PIPE WITH 1-1/4"Ø <br />RSG CONDUIT TO METAL BOX AT <br />BACK OF CABINET. PROVIDE 1/2"Ø <br />COAXIAL CABLE INSIDE CONDUIT <br />GPS ANTENNA MOUNTING <br />(N) STEEL SHROUD <br />SECURE UNISTRUT TO STEEL SHROUD <br />WITH 3/8"Ø BOLT (TYPICAL OF 2) <br />#5 @ 8" O.C. TOP & <br />BOTTOM <br />1'-5"2'-1" <br />#5 @ 8" O.C. TOP & <br />BOTTOM <br />1'-5"2'-1" <br />DOWEL TO MATCH <br />VERTICAL <br />REINFORCING <br />DOWEL TO MATCH <br />VERTICAL <br />REINFORCING <br />FACE OF WALL <br />FACE OF WALL