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1995 S Standard Ave - Plan
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Last modified
6/6/2025 1:20:22 PM
Creation date
6/6/2025 1:20:10 PM
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Plan
Permit Number
101120656
Full Address
1995 S Standard Ave
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9'-0" SQ. <br />9' <br />- <br />0 <br />" <br /> <br />S <br />Q <br />. <br />EQ.10"EQ.2'-0"10" <br />EQ <br />. <br />10 <br />" <br />EQ <br />. <br />2' <br />- <br />0 <br />" <br />10 <br />" <br />9'-0" SQ. <br />9' <br />- <br />0 <br />" <br /> <br />S <br />Q <br />. <br />2'-3 3/8"3'-11 1/4"2'-3 3/8" <br />2' <br />- <br />3 <br /> <br />3 <br />/ <br />8 <br />" <br />3' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />4 <br />" <br />2' <br />- <br />3 <br /> <br />3 <br />/ <br />8 <br />" <br />9'-0" SQ. <br />9' <br />- <br />0 <br />" <br /> <br />S <br />Q <br />. <br />2'-3 3/8"3'-11 1/4"2'-3 3/8" <br />2' <br />- <br />3 <br /> <br />3 <br />/ <br />8 <br />" <br />3' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />4 <br />" <br />2' <br />- <br />3 <br /> <br />3 <br />/ <br />8 <br />" <br />1' <br />- <br />0 <br />" <br />PER PLAN <br />3" <br />CLR.3" <br />CL <br />R <br />. <br />EM <br />B <br />E <br />D <br />. <br />MA <br />X <br />. <br /> <br />S <br />T <br />A <br />N <br />D <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />= <br /> <br />4 <br />' <br />- <br />0 <br />" <br />PER PLAN <br />1' <br />- <br />0 <br />" <br />3" <br />CLR.3" <br />CL <br />R <br />. <br />MA <br />X <br />. <br /> <br />S <br />T <br />A <br />N <br />D <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />= <br /> <br />4 <br />' <br />- <br />0 <br />" <br />EM <br />B <br />E <br />D <br />. <br />PER PLAN <br />1' <br />- <br />0 <br />" <br />3" <br />CLR.3" <br />CL <br />R <br />. <br />MA <br />X <br />. <br /> <br />S <br />T <br />A <br />N <br />D <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />= <br /> <br />4 <br />' <br />- <br />0 <br />" <br />EM <br />B <br />E <br />D <br />. <br />2" <br />1' <br />- <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />2 <br /> <br />1 <br />/ <br />4 <br />" <br />1' <br />- <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br />2" <br />2" <br />1'-2 1/2"1'-2 1/4" <br />1'-2 1/2" <br />2" <br />6 <br />3 <br />/ <br />4 <br />" <br />3 <br />1 <br />/ <br />4 <br />" <br />6 3/4"3 1/4" <br />6 <br />3 <br />/ <br />4 <br />" <br />3 <br />1 <br />/ <br />4 <br />" <br />2'-10" <br />TYP. <br />2' <br />- <br />1 <br />0 <br />" <br />TY <br />P <br />. <br />1 <br />1 <br />/ <br />4 <br />" <br /> <br />T <br />Y <br />P <br />. <br />2" <br />1' <br />- <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />2 <br /> <br />1 <br />/ <br />4 <br />" <br />1' <br />- <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br />2" <br />2" <br />1'-2 1/2"1'-2 1/4"1'-2 1/2" <br />2" <br />FI <br />L <br />E <br />N <br />A <br />M <br />E <br />: <br />J: <br />\ <br />T <br />H <br />O <br />R <br />P <br />E <br /> <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 />S <br />. <br />2 <br />4 <br />0 <br />6 <br />0 <br />6 <br />1 <br /> <br />- <br /> <br />B <br />E <br />H <br />R <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />- <br /> <br />D <br />R <br />O <br />P <br /> <br />P <br />O <br />I <br />N <br />T <br /> <br />R <br />O <br />B <br />O <br />T <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />M <br />O <br />U <br />N <br />T <br /> <br />P <br />A <br />D <br />\ <br />A <br />C <br />A <br />D <br />\ <br />S <br />. <br />2 <br />4 <br />0 <br />6 <br />0 <br />6 <br />1 <br /> <br />- <br /> <br />B <br />E <br />H <br />R <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />- <br /> <br />D <br />R <br />O <br />P <br /> <br />P <br />O <br />I <br />N <br />T <br /> <br />R <br />O <br />B <br />O <br />T <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />M <br />O <br />U <br />N <br />T <br /> <br />P <br />A <br />D <br />. <br />D <br />W <br />G <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />/ <br />T <br />I <br />M <br />E <br />: <br />7/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />9 <br />: <br />0 <br />4 <br /> <br />A <br />M <br />US <br />E <br />R <br /> <br />N <br />A <br />M <br />E <br />: <br />DA <br />N <br />I <br />E <br />L <br /> <br />Z <br />I <br />E <br />M <br />E <br />R <br />R E V I S I O N S <br />Project Manager: <br />Date: <br />Project Number: <br />Scale: <br />S H E E T N U M B E R <br />D.Z. <br />S.2406061 Sh <br />e <br />e <br />t <br /> <br />T <br />i <br />t <br />l <br />e <br />: <br />P L U M P E N G I N E E R I N G I N C. <br />914 E. KATELLA AVENUE <br />ANAHEIM, CALIFORNIA 92805 <br />P (714) 385-1835, F (714) 385-1834 <br />www.peica.com <br />CONSULTING ENGINEERS <br />STRUCTURAL, MECHANICAL, PLUMBING, <br />ELECTRICAL, CIVIL, SURVEYING, <br />ARCHITECTURAL <br />T <br />H <br />I <br />S <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />A <br />N <br />D <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br /> <br />F <br />O <br />R <br /> <br />U <br />S <br />E <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br /> <br />S <br />I <br />T <br />E <br /> <br />I <br />N <br />D <br />I <br />C <br />A <br />T <br />E <br />D <br /> <br />A <br />N <br />D <br /> <br />I <br />S <br /> <br />T <br />H <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />O <br />F <br /> <br />P <br />L <br />U <br />M <br />P <br /> <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />I <br />N <br />C <br />, <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />U <br />S <br />E <br />D <br />, <br /> <br />D <br />U <br />P <br />L <br />I <br />C <br />A <br />T <br />E <br />D <br /> <br />O <br />R <br /> <br />A <br />L <br />T <br />E <br />R <br />E <br />D <br /> <br />I <br />N <br /> <br />P <br />A <br />R <br />T <br /> <br />O <br />R <br /> <br />I <br />N <br /> <br />W <br />H <br />O <br />L <br />E <br /> <br />W <br />I <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />A <br />P <br />P <br />R <br />O <br />V <br />A <br />L <br /> <br />O <br />F <br /> <br />P <br />L <br />U <br />M <br />P <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />, <br /> <br />I <br />N <br />C <br />. <br /> <br />- <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />c <br /> <br />A <br />L <br />L <br /> <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />R <br />E <br />S <br />E <br />R <br />V <br />E <br />D <br />NOT FOR CONSTRUCTION <br />A N I N -H O U S E Q U A L I T Y C O N T R O L A N D <br />INTERFACE HAS NOT BEEN COMPLETED AND <br />BUILDING DEPARTMENT REVISIONS HAVE NOT <br />B E E N A D D E D T O T H E S E C O N S T R U C T I O N <br />D R A W I N G S . T H E A R C H I T E C T A N D H I S <br />CONS ULTANTS AS SUME NO RES PONS IBILITY <br />F O R C O N S T R U C T I O N B I D S O R <br />C O NST RUCT ION PE RF O RM E D F ROM THESE <br />D R A W I N G S . . <br />Stamp: <br />BE <br />H <br />R <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />- <br /> <br />D <br />R <br />O <br />P <br /> <br />P <br />O <br />I <br />N <br />T <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />M <br />O <br />U <br />N <br />T <br /> <br />P <br />A <br />D <br />19 <br />9 <br />5 <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />A <br />V <br />E <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 />7 <br />Pr <br />o <br />j <br />e <br />c <br />t <br />: <br />7/22/24 <br />07/01/2024 <br />S200 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />NOT USED 15 <br />NOT USED 16 <br />NOT USED 19 <br />NOT USED 20 <br />DEPALLETIZER ANCHORAGE 1 <br />SCALE N.T.S. <br />BUFFER CELL ANCHORAGE 5 <br />SCALE N.T.S. <br />PALLETIZER ANCHORAGE 9 <br />SCALE N.T.S. <br />NOT USED 13 <br />NOT USED 14 <br />NOT USED 17 <br />NOT USED 18 <br />SECTION "A-A"SECTION "A-A"SECTION "A-A" <br />AAAAAA <br />'PLAN VIEW''PLAN VIEW''PLAN VIEW' <br />(E) CONC. SLAB <br />PER PLAN <br />BASE PL. PER MFGR., TYP.BASE PL. PER MFGR., TYP.BASE PL. PER MFGR., TYP. <br />M-410iC/315 ROBOT PER MFGR. <br />MAX WEIGHT : 1,330# <br />MAX LOAD CAPACITY: 694# <br />#5 @ 12" O.C. T.&B. <br />EA. WAY <br />(N) CONC. PAD PER PLAN <br />BASE PL. <br />PER MFGR., TYP. <br />ANCHORAGE <br />PER PLAN <br />STAND PER MFGR. <br />BASE PL. <br />PER MFGR., TYP. <br />ANCHORAGE <br />PER PLAN <br />STAND PER MFGR. <br />BASE PL. <br />PER MFGR., TYP. <br />ANCHORAGE <br />PER PLAN <br />STAND PER MFGR. <br />(N) CONC. PAD PER PLAN(N) CONC. PAD PER PLAN <br />3/4"Ø THR'D ROD (ASTM F1554 <br />GR.36) W/ HILTI "HIT-HY 200 V3" <br />EPOXY (ICC #4868) <br />SPECIAL INSP. REQ'D. <br />(7" MIN. EMBEDMENT) <br />2 EA. CORNER, 8 TOTAL <br />#5 @ 12" O.C. T.&B. <br />EA. WAY <br />#5 @ 12" O.C. T.&B. <br />EA. WAY <br />SECTION "B-B"SECTION "B-B"SECTION "B-B" <br />BBBBBB <br />3/4"Ø THR'D ROD (ASTM F1554 <br />GR.36) W/ HILTI "HIT-HY 200 V3" <br />EPOXY (ICC #4868) <br />SPECIAL INSP. REQ'D. <br />(7" MIN. EMBEDMENT) <br />2 EA. CORNER, 8 TOTAL <br />3/4"Ø THR'D ROD (ASTM F1554 <br />GR.36) W/ HILTI "HIT-HY 200 V3" <br />EPOXY (ICC #4868) <br />SPECIAL INSP. REQ'D. <br />(7" MIN. EMBEDMENT) <br />2 EA. CORNER, 8 TOTAL <br />30" MIN. TYP.30" MIN. TYP.30" MIN. TYP. <br />M-410iC/315 ROBOT PER MFGR. <br />MAX WEIGHT : 1,330# <br />MAX LOAD CAPACITY: 694# <br />M-410iC/315 ROBOT PER MFGR. <br />MAX WEIGHT : 1,330# <br />MAX LOAD CAPACITY: 694# <br />PLATE STIFFINER <br />PER MFGR. <br />(8)MIN. <br />12"x12"x1/4" MIN. <br />STAND PER MFGR. <br />STAND PER MFGR.STAND PER MFGR. <br />(E) CONC. SLAB <br />PER PLAN <br />(E) CONC. SLAB <br />PER PLAN <br />Exp. 12/31/25 <br />C 95455DANIEL J CHANG ZIEMER <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024
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