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1900 E 4th St - Plan
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Last modified
6/5/2025 7:34:35 AM
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6/5/2025 7:34:23 AM
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Plan
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101119067
Full Address
1900 E Fourth St
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A A <br />A <br />A <br />B <br />B <br />9 13/16"6 3/4" 3 1/8" <br />1 <br />1 <br />/ <br />4 <br />" <br />2 <br />5 <br />/ <br />1 <br />6 <br />" <br />5 <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />0 <br /> <br />5 <br />/ <br />8 <br />" <br />1/ <br />8 <br />" <br />2 1/4"3 <br />1 <br />/ <br />4 <br />" <br />1'-2 9/16" <br />1'-3 1/2" <br />1'-7 11/16" <br />1 <br />1 <br />/ <br />4 <br />" <br />10 <br /> <br />1 <br />/ <br />1 <br />6 <br />" <br />WALL STAND <br />BASE OUTLINE <br />ANCHOR POINTS <br />4-5/8"⌀HILTI <br />KB-TZ2 <br />(NOMINAL EMBED = 3 1/4") <br />ICC ESR 4266 <br />BASE DETAIL <br />0 <br />NEW 5" THICK <br />SLAB-ON-GRADE <br />PER 18/S5-01 <br />7' <br />-0" <br />1 <br />2 <br />2 <br />1 <br />PRIMARY MOUNTING HOLES <br />ALTERNATE MOUNTING HOLES <br />1 <br />2 <br />NEW SLAB <br />4'-0"x4'-0" MIN <br />NOTE: <br />1. REFER FOR SAWCUT PROCEDURE.23/S5-01 <br />23/S5-01 <br />18/S5-01 <br />1'-1 1/2" 1'-0 7/8" <br />1'-2 7/16" 1'-2 7/16" <br />10 <br /> <br />5 <br />/ <br />8 <br />" <br />1' <br />- <br />1 <br /> <br />3 <br />/ <br />4 <br />" <br />11 <br /> <br />1 <br />3 <br />/ <br />1 <br />6 <br />" <br />CG <br />TABLE BASE <br />OUTLINE <br />ANCHOR POINTS <br />PRIMARY MOUNTING HOLES <br />ALTERNATE MOUNTING HOLES <br />1 <br />2 <br />2 <br />1 <br />2 <br />1 <br />2 <br />1 <br />2 <br />1 <br />FRONT <br />HEAD-END <br />FRONT OF TABLE BASE <br />TABLE <br />CG <br /> 7'-10 3/4" <br />4 - 5/8" DIA HILTI KB-TZ2 <br />MIN EMBED nom = 3 1/4" <br />ICC#4266 <br />1' <br />- <br />4 <br /> <br />1 <br />5 <br />/ <br />1 <br />6 <br />" <br />2'-7 1/2" <br />3 <br />1 <br />/ <br />8 <br />" <br />3' <br />- <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />NEW 5" <br />PER <br />SLAB-ON-GRADE <br />NOTE: <br />1. REFER FOR SAWCUT PROCEDURE. <br /> 4'-0"x5'-0" MIN <br />CL BACKING <br />3 5/8" 16 GAGE <br />METAL STUD (50KSI) <br />@ 16"OC MIN. <br />ELEVATION <br />7' <br />- <br />4 <br />" <br /> <br />COG <br />BACKING, REFER <br />DETAIL 21/S5-01 <br />1/2"⌀BOLT EACH TO <br />CABINET <br />RAUF 207-5 <br />GENERATOR CABINET <br />(E) CONCRETE <br />SLAB-ON-GRADE <br />1' <br />- <br />5 <br /> <br />1 <br />/ <br />8 <br />" <br />2'-7 1/2" <br />EQ EQ <br />PLAN <br />COG <br />STUDS BACKING <br />2'-3 1/2" <br />L4x3x1/4x0'-4" LLH <br />WITH (3) #10" SMS <br />(ICC ESR 3006) <br />3' <br />- <br />7 <br /> <br />1 <br />/ <br />2 <br />" <br />1'-11 5/8" <br />3/8" ⌀HILTI-KBTZ 2 (ICC <br />ESR 4266), NOMINAL <br />EMBED 2 1/2" <br />1' <br />- <br />2 <br />" <br />ANCHORS AT TOP <br />ANCHORS AT BASE <br />8" <br />EXTEND BACKING <br />AN ADDITIONAL <br />STUD ON EACH SIDE <br />OF WALL ANCHORS <br />EQ <br /> <br />E <br />Q <br />#4@12" DOWELS EACH <br />SIDE WITH HILTI HY200 <br />(EMBED -4 1/2") ICC #3187 <br />EXIST 4" SLAB- <br />ON-GRADE <br />NEW SLAB <br />REINFORCE WITH #4@12" <br />EACH WAY <br />NEW SLABEXIST SLAB <br />NOTE: <br />1. REFER FOR SAWCUT PROCEDURE. <br />2. COMPACT SOIL TO 95% RELATIVE COMPACTION. <br />3. REPLACE VAPOR BARRIER SYSTEM AS REQUIRED TO MATCH EXISTING. <br />23/S5-01 <br />12" MIN <br />3" C <br />L <br />R <br /> <br />T <br />Y <br />P <br />3" CLR TYP <br />NOTE: <br />1. ENGINEER'S RECOMMENDED PROCEDURE TO SAWCUT PROPOSED OPENING INTO EXISTING <br />CONCRETE SLAB: <br /> STEP 1: LAYOUT PROPOSED SAWCUT AREA <br /> STEP 2: CORE DRILL EACH CORNER, RECOMMEND 4" MIN DIA CORE DRILL. <br /> STEP 3: SAWCUT OPENING. DO NOT CUT BEYOND PROPOSED OPENING EXTENTS. <br /> STEP 4: REMAINING CONCRETE AT CORNER TO BE CHIPPED OUT. <br /> TAKE SPECIAL CARE NOT TO DAMAGE CONCRETE OUTSIDE OF PROPOSED OPENING. <br />CONTRACTOR MAY USE ALTERNATIVE MEANS AND METHODS TO PRODUCE OPENING IF SUCH METHOD <br />DOES NOT DAMAGE CONCRETE OUTSIDE OF OPENING EXTENTS AND SHALL SUBMIT ALTERNATIVE TO <br />THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. <br />SAWCUT EXTENTS, PER TO ARCH/MEP. <br />DO NOT OVERCUT BEYOND <br />PROPOSED OPENING EXTENTS. <br />SEE NOTE 1 <br />REMAINING CONCRETE AT CORNER TO <br />BE CHIPPED OUT. TAKE SPECIAL CARE <br />NOT TO DAMAGE CONCRETE OUTSIDE <br />OF PROPOSED SAWCUT. SEE NOTE 1 <br />4"⌀CORE DRILLED HOLE EACH <br />CORNER OF PROPOSED SAWCUT. <br />SEE NOTE 1 <br />STUD EACH SIDE OF HSS <br />HSS 3x3x3/8" AT 3'-0" OC, ON <br />EACH SIDE OF WINDOW, AND <br />AT END OF WALL <br />1/2"Ø HILTI KBTZ2 <br />(NOMINAL EMBED = 2 1/2") <br />ICC ESR 4266 <br />EXISTING SLAB-ON-GRADE <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />3 <br />" <br /> <br />3 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />4" <br />HILTI XU FASTENER <br />@8" OC TYPICAL <br />ICC #2269 <br />BASE PLATE <br />1/2 x 4" x9" <br />STUD EACH <br />SIDE <br />SECTION A-A <br />2' <br />- <br />6 <br />" <br />7' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />5/16 <br />L7x4x3/8 LLH TOP AND <br />BOTTOM WITH (2) 3/4"⌀ <br />A307 ALL THREAD THRU <br />ROD, INSTALL FINGER <br />TIGHT AND DAMAGE <br />THREADS TO PREVENT <br />UNRAVELLING <br />1 1/2" <br />ACCEPTABLE TO FABRICATE <br />A 1/8" GAP AT TOP ANGLE <br />FOR FIELD ERECTION. <br />PROVIDE FINGER SHIMS <br />3" 2" <br />5/16 <br />5/16 TYPICAL <br />(1/4) <br />(1/4)TYPICAL <br />(E) PLYWOOD FLOOR <br />L5x3x1/2 LLV EACH SIDE OF HSS <br />(E) FLOOR JOIST <br />HSS POST PER PLAN WITH STD <br />HOLES AT TOP CONNECTION <br />CEILING <br />NOTE: <br />1.ACCEPTABLE TO TRIM LEG 1" FOR ERECTION PURPOSES AND TO AVOID <br />CLASHES IN THE FIELD. SCREWS TO BE CENTERED ON FINAL LEG WIDTH. <br />2.FOR BASEPLATE ATTACHMENT AT SOG, REF . <br />3.CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND PROVIDE A <br />SUBMITTAL TO THE ARCHITECT AND ENGINEER PRIOR TO STEEL <br />FABRICATION. FIELD VERIFICATION TO IDENTIFY ALL CONFLICTS WITH <br />EXISTING STRUCTURE PRIOR TO STEEL FABRICATION. <br />HSS PER PLAN <br />(2) 1/2"⌀A307 ALL THREAD THRU <br />RODS WITH PLATE WASHER <br />EACH SIDE (1/4" X 2"X2") <br />SECTION A-A <br />VERT SLOTTED HOLE = 2" <br />LONG, CENTERED ON <br />ANGLE LEG <br />2"2" <br />1 1/2" <br />2" <br />1 1/2" <br />1" <br />EQ EQEQ EQ <br />1/4"⌀x3" LAG SCREW CENTERED <br />ON HORIZONTAL, TYPICAL <br />P1000 UNISTRUT <br />BRACING EACH SIDE <br />(4 TOTAL) REF <br /> FOR UPPER <br />ATTACHMENT <br />04/S5-01 <br />2x6 HORIZONTAL <br />BLOCKING <br />09/S5-01 <br />SECTION B-B <br />1/2"⌀A307 WITH <br />WASHERS THRU <br />BOLT, TYP <br />P1843 FITTING <br />WITH 1/2"⌀BOLT <br />5/16 <br />5/16 <br />(1/4) <br />(1/4)PJP <br />EQ EQ <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />RECTANGULAR BASE PL3/8. <br />ACCEPTABLE TO ROTATE 90 <br />TO FIT WITHIN OR PARALLEL <br />TO ARCHITECTURAL WALLS <br />1 <br />1 <br />/ <br />2 <br />" <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />3/4"⌀HILTI KB-TZ2 <br />(ICC ESR 4266) WITH 4" <br />NOMINAL EMBED <br />HSS POST PER PLAN <br />NOTE: <br />1.REFER TO FOR BALANCE OF INFO.13/S5-01 <br />ACCEPTABLE TO PROVIDE <br />1/2" MAX GROUT FOR <br />LEVELING. GROUT TO BE <br />f'c=4000PSI NON-SHRINK <br />1 <br />1 <br />/ <br />2 <br />" <br />3" <br />1 <br />1 <br />/ <br />2 <br />" <br />1 1/2"1/2" GAP <br />L4x4x1/4 EACH SIDE. ACCEPTABLE <br />TO FABRICATE 1/8" GAP ON ONE <br />SIDE FOR FIELD ERECTION, <br />PROVIDE FINGER SHIMS <br />(2) 3/4"⌀A307 ALL THREAD THRU <br />RODS. INSTALL FINGER TIGHT AND <br />DAMAGE THREADS TO PREVENT <br />UNRAVELING <br />3/16 <br />3/16 TYPICAL <br />(1/4) <br />(1/4)TYPICAL <br />NOTE: <br />1.REFER TO FOR BALANCE OF INFO. <br />HSS GIRDER <br />PER PLAN <br />HSS BEAM PER PLAN <br />03/S5-01 <br />L2x2x1/4x0'-4" AT EACH UNISTRUT <br />EACH SIDE AS SHOWN <br />3/16 3 SIDES, TYP <br />EQUIPMENT RAIL ATTACHED TO <br />UNISTRUT PER MANUFACTURER/OPM <br />1/4" TO 1/2" GAP ALLOWED <br />FOR FIELD INSTALL OF UNISTRUT <br />CEILING <br />(1/4)TYP <br />EXTENSION <br />1" MIN <br />NOTE: <br />1.REFER TO AND FOR BALANCE OF INFO. <br />HSS BEAM PER PLAN <br />UNISTRUT PER PLAN <br />08/S5-01 13/S5-01 <br />EXTEND UNISTRUT <br />AS SHOWN FOR <br />CONNECTION <br />21/S5-01 <br />11/S5-01 <br />01/S5-02 <br />01/S5-02 <br />16/S5-01 <br />02/S5-01 <br />EQ <br /> <br />E <br />Q <br />EQ EQ <br />21 1/2" <br />3 <br />3 <br />/ <br />4 <br />" <br />16 <br /> <br />9 <br />/ <br />1 <br />6 <br />" <br />14" <br />(2) 1/4" SMS AS SHOWN <br />(ICC ESR 3006) <br />COG <br />(E) TOP OF FLOOR <br />CENTERLINE OF 6" 16 GAGE <br />BACKING. REFER TO 07/S5-01 <br />3-#10 SMS <br />TYP <br />EXISTING OR NEW IF <br />NOT EXISTING 4" <br />16GA STUDS @16" <br />(PER NOTE 2) <br />CONT 600T150-54 <br />BACKING <br />(UNPUNCHED) <br />CUT LEG <br />AT STUD <br />TYP <br />PER NOTE 1 <br />BACKING LENGTH <br />NOTES: <br />1. 3 STUD SPACES MINIMUM, UNO AND 1 STUD SPACE <br /> BEYOND EQUIPMENT EACH END. <br />2. CONTRACTOR SHALL VERIFY EXISTING STUDS AND <br /> NOTIFY THE ARCHITECT AND STRUCTURAL <br /> ENGINEER OF ANY DISCREPANCIES. <br />3/8" MIN <br />3/4" MIN <br />P1000 <br />BRACING <br />PROVIDE 2x6 HORIZONTAL <br />BLOCKING P1000 BRACE. <br />EXTEND HORIZONTAL <br />BLOCKING ONE BAY BEYOND <br />BRACE EACH SIDE AS SHOWN 6" MAX <br />1/2"⌀A307 WITH <br />WASHERS THRU <br />BOLT, TYP <br />(4) 0.160x3" STRONG <br />DRIVE SDWS SCREWS <br />EACH EXISTING JOIST <br />1/4" BENT <br />PLATE GRADE <br />A36, TYP <br />NOTE: <br />1. REFER TO FOR BALANCE OF INFO.13/S5-01 <br />P1843 FITTING <br />WITH 1/2"⌀BOLT <br />DUCT REF NOTES #1&2 <br />SAWCUT FOR <br />NEW TRENCH <br />NEW CONCRETE SLAB <br />f'c = 4000 PSI MIN <br />#4x14" LONG @12" DOWELS <br />EACH SIDE WITH HILTI HY200 <br />(EMBED = 6") ICC #3187, <br />CENTER ON SLAB <br />PER NOTE #1 <br />NOTES: <br />1.REFER ARCH FOR LOCATION OF SAWCUT AT SLAB-ON-GRADE. <br />2.LOCATE REBAR TO NOT CONFLICT WITH TRENCH DUCT. <br />3.REPLACE VAPOR BARRIER SYSTEM AS REQUIRED TO MATCH EXISTING. <br />4. REFER DETAIL 23/S5-01 FOR SAWCUT PROCEDURE. <br />5.FLOOR DUCT SIZE NOT TO EXCEED 5"WIDE X 2 1/2" DEEP MOUNTED FLUSH WITH FINISHED FLOOR. <br />PER NOTE #3 <br />8" SLAB <br />0 <br />#4@12" CONT (3 MIN) <br />#4@12" <br />2'-0" <br />TRENCH FOR FLOOR <br />DUCT, NOTE 5 <br />EQ <br /> <br />E <br />Q <br />4" EXISTING SLAB-ON-GRADE <br />0 <br />1 1/2" CLR <br />R <br />SHEET TITLE <br />PROJECT <br />FACILITY <br />FAC NO:BLDG NO:FLOOR LEV:SECTION: <br />KP PROJ. NO. <br />MATTERPORT LINK: <br />555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA <br />ARCHITECT <br />CONSULTANT <br />ARCHITECT SEAL CONSULTANT SEAL <br />KAISER FOUNDATION HOSPITALS <br />NATIONAL FACILITIES SERVICES <br />1800 HARRISON STREET OAKLAND, <br />CALIFORNIA 94612 <br />ISSUE / REVISION LOG <br />NO.ISSUED DATE <br />0 <br />5' <br />50 <br />' <br />GR <br />A <br />P <br />H <br />I <br />C <br /> <br />S <br />C <br />A <br />L <br />E <br />S <br />: <br />1/ <br />1 <br />6 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />0 <br />25 <br />' <br />1/ <br />8 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />5' <br />0 <br />12 <br />' <br />1/ <br />4 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />1' <br />0 <br />6' <br />1/ <br />2 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />1' <br />0 <br />2' <br />1- <br />1 <br />/ <br />2 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />0 <br />1' <br />3" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />IF <br /> <br />T <br />H <br />I <br />S <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />30 <br />" <br />x <br />4 <br />2 <br />" <br />, <br /> <br />I <br />T <br /> <br />I <br />S <br /> <br />A <br /> <br />R <br />E <br />D <br />U <br />C <br />E <br />D <br /> <br />PR <br />I <br />N <br />T <br /> <br />- <br /> <br />S <br />C <br />A <br />L <br />E <br /> <br />AC <br />C <br />O <br />R <br />D <br />I <br />N <br />G <br />L <br />Y <br />AGENCY APPLICATION NUMBER <br />AGENCY APPROVAL STAMP <br />THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS <br />NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. <br />HZ PROJ. NO. <br />Phone 310.820.4600 | Fax 310.207.4215 <br />www.huitt-zollars.com <br />S09.23018.00 <br />Autodesk Docs://S09-23018-00 Kaiser SAN 1st Fl GenRad/S09-23018-00 Kaiser SAN 1st Fl GenRad.rvt <br />6/27/2024 11:35:56 AM <br />S5-01 <br />DETAILS <br />CA361 1 <br />CAP028060R314412.44 <br />NO SCALEYSIO MAX WALL STAND 21 NO SCALEYSIO MAX TABLE 11NO SCALEPOLYDOROS R80 GENERATOR CABINET 16 <br />NO SCALENEW TO EXISTING SLAB-ON-GRADE DOWELS 18NO SCALESLAB-ON-GRADE SAWCUT PROCEDURE 23 <br />NO SCALEPARTIAL HEIGHT WALL 19 <br />NO SCALEGENRAD STEEL HSS @ WOOD - POST 13 <br />NO SCALEGENRAD STEEL HSS VERTICAL BASEPLATE 09 <br />NO SCALEGENRAD STEEL HSS @ WOOD - BEAM 08 NO SCALEGENRAD STEEL HSS @ WOOD - UNISTRUT 03 <br />NO SCALEEQUIPMENT SCHEDULE 01 <br />RAUN 216-11 GRID HOLDER 22LB <br />RAUN 216-10 CEILING RAILS FOR X-RAY TUBE SUSPENSION 59 LB <br />RAUN 216-9 3M YSIO MAX AIM FAST BRIDGE AND X-RAY TUBE STAND 846 LB <br />RAUN 216-8 YSIO MAX WALL STAND WITH FIXED DETECTOR 661 LB <br />RAUN 216-6 POLYDOROS R80 (80KW) GENERATOR CABINET 883 LB <br />RAUN 216-5 YSIO MAX TABLE WITH MOBILE DETECTOR 1235 LB (INCLUDE 400LB <br />PATIENT LOAD) <br />EQUIPMENT DESCRIPTION OPERATING WEIGHT DETAIL REFERENCE <br />SANTA ANA MEDICAL OFFICES <br />1900 E. 4TH ST. <br />SANTA ANA, CA 92701 <br />SOCC 2023 R RAD SAN 1ST FLOOR <br />GEN RAD REPLACEMENT (5284) <br />NO SCALEGRID HOLDER 02NO SCALETYPICAL METAL STUD BACKING 07 <br />NO SCALEUPPER KICKER ATTACHMENT 04NO SCALENEW SAWCUT FOR TRENCH DUCT 24 <br />CITY SUBMITTAL 04/19/2024 <br />BID SET 05/20/2024 <br />PLAN CHECK CORRECTIONS 07/01/2024PLAN CHECK CORRECTIONS 07/02/2024 <br />1900 E 4th St - <br />1011190678/9/2024
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