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1900 E 4th Street - Plan
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1900 E 4th Street - Plan
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Last modified
3/10/2026 5:00:18 AM
Creation date
3/10/2026 5:00:06 AM
Metadata
Fields
Template:
Plan
Permit Number
30149544
101125663
Full Address
1900 E Fourth St
Street Number
1900
Street Direction
E
Street Name
Fourth
Street Suffix
St
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STUDS PER <br />2/SX-10.02 <br />FULL HEIGHT WALLCEILING JOIST PER <br />'HARD LID CEILING' <br />SCHEDULE <br />8'-0" MAX <br />CEILING JOIST PER <br />'HARD LID CEILING' <br />SCHEDULE <br />3-#8 SMS <br />STUDS TO MATCH <br />DROP CEILING JOIST <br />DROP CEILING JOIST <br />SPACING TO MATCH CEILING <br />JOIST SPACING ABOVE SEE <br />'HARD LID CEILING' <br />SCHEDULE <br />4'-0" MAX <br />METAL STUD <br />3-#8 SMS TYP <br />CONT BENT PLT <br />33MILx1 1/2"X1 <br />1/2" W/1-#8 SMS <br />EA LEG, EA STUD <br />NOTE: FOR CEILING JOIST TO WALL <br />CONNECTION SEE 'HARD LID CEILING' DETAILS <br />STUDS PER <br />2/SX-10.02 <br />d r o p c e i l i n g A <br />CEILING JOIST PER <br />'HARD LID CEILING' <br />SCHEDULE <br />8'-0" MAX <br />7' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br /> <br />T <br />Y <br />P <br />. <br /> <br />8 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br /> <br />A <br />T <br /> <br />G <br />R <br />O <br />U <br />N <br />D <br /> <br />F <br />L <br />O <br />O <br />R <br />STUD SPACING TO <br />MATCH CEILING JOIST <br />SPACING <br />FOR BRACE SEE 'SUSPENDED <br />STUDS AT STRUCTURAL <br />CONCRETE FILLED DECK' AND <br />'SUSPENDED STUDS AT DECK <br />WITHOUT STRUCTURAL <br />CONCRETE FILL' TYP <br />FULL HEIGHT WALL <br />8'-0" MAX <br />CEILING JOIST PER <br />'HARD LID CEILING' <br />SCHEDULE <br />STUD SPACING TO <br />MATCH CEILING JOIST <br />SPACING <br />d r o p c e i l i n g a d j a c e n t <br />t o f u l l h e i g h t w a l l <br />d r o p c e i l i n g f u l l h e i g h t b r e a k a d j a <br />c e n t t o w a l l <br />d r o p c e i l i n g @ h a r d l i d c e i l i n <br />g <br />c o r n e r <br />B <br />EDC <br />SEE E <br />SEE 'B'SEE 'SUSPENDED STUDS AT <br />STRUCTURAL CONCRETE FILLED <br />DECK' AND 'SUSPENDED STUDS AT <br />DECK WITHOUT CONCRETE FILL' <br />SEE 'B' <br />SEE 'SUSPENDED STUDS AT <br />STRUCTURAL CONCRETE FILLED DECK' <br />AND 'SUSPENDED STUDS AT DECK <br />WITHOUT STRUCTURAL CONCRETE FILL' <br />SEE 'TYPICAL <br />INTERIOR FULL- <br />HEIGHT WALL TOP <br />TRACK DETAIL' B <br />STUDS PER <br />2/SX-10.02 <br />2" <br /> <br />M <br />I <br />N <br />400S 162-54 KICKER @ 48" <br />(LENGTH = 10'-0" MAX) <br />W/ 4-#8 SMS EA END <br />CONT TRACK SAME GAGE <br />AS STUD W/1-#10 SMS <br />EA FLANGE, EA STUD <br />TYPICAL BOTTOM TRACK <br />1 MAX <br />1 <br />1 MAX <br />1 <br />d e c k p a r a l l e l t o w a l l d e c k p e r p e n d i c u l a r t o w a l l A B <br />SEE ' SUSPENDED STUD <br />CONNECTION TO STRUCTURAL <br />CONCRETE FILLED DECK' <br />SEE 'KICKER CONNECTION TO <br />STRUCTURAL CONCRETE FILLED <br />DECK <br />BENT PL 43 MIL <br />x4x2x1'-4" (LLV) <br />SEE NOTE 1 <br />KICKER SIZE & <br />SPACING PER SECTION <br />4-#8 SMS, TYP <br />p e r p e n d i c u l a r t o f l u t e s <br />1-3/8"⌀ X 2" MIN <br />NOMINAL EMBED <br />HILTI KH-EZ SCREW <br />ANCHORS (2 TOTAL) <br />SEE NOTE 2 <br />BENT PL 43 MIL <br />x4x2x1'-4" (LLV) <br />CLIP CAN BE <br />LOCATED IN LOW OR <br />HIGH FLUTE <br />SEE NOTE 1 <br />BENT PL 43 MIL <br />x4x2x1'-4" KICKER SIZE & <br />SPACING PER SECTION <br />1-3/8"⌀ X 2" MIN <br />NOMINAL EMBED <br />HILTI KH-EZ SCREW <br />ANCHORS (2 TOTAL) <br />SEE NOTE 21" TYP <br />NOTES: <br />1. SEE 'KICKER CONNECTION TO STEEL BEAM' FOR ALTERNATE CONNECTION <br />2. OPTION: USE 3/8" ⌀ x 2" EFFECTIVE EMBED HILTI KB-TZ EXPANSION ANCHORS IN LIEU OF SCREW <br />ANCHORS <br />CL OF <br />FLUTE <br />CL OF <br />FLUTE <br />E E D <br />s e c t i o n B <br />OFFSET TYP <br />1 1/4" MAX <br />TYP <br />1 1/8" MIN <br />TYP <br />1" MIN <br />p a r a l l e l t o f l u t e s a l t e r n a t e p a r a l l e l t o f l u t e s s e c t i o n A B C D E <br />BENT PL 43 MILx4x2x1'-4" (LLV) <br />SPAN THREE FLUTES MIN W/ # <br />8 SMS EA FLUTE SEE NOTE 1 <br />KICKER SIZE & <br />SPACING PER SECTION <br />4-#8 SMS, TYP <br />BENT PL 43 MIL <br />x4x2x1'-4" (LLV) <br />W/3-#8 SMS <br />SEE NOTE 1 <br />NOTES: <br />1. SEE 'KICKER CONNECTION TO STEEL BEAM' FOR ALTERNATE CONNECTION <br />E <br />D <br />C <br />E <br />1 3/4" <br />3-#8 SMS(6 <br />TOTAL) PL TO <br />DECK <br />PL 68MIL x 1'-4" SPAN <br />2 FLUTES <br />NOTES: <br />KICKER & DECK OMITTED FOR CLARITY <br />p e r p e n d i c u l a r t o f l u t e s p a r a l l e l t o f l u t e s a t h i g h f l u t e s a t l o w f l u t e s s e c t i o n A B C D E <br />2" <br /> <br />M <br />I <br />N <br />1 1/12"x 54 MILx 1 1/2" FLANGE <br />1 1/2" FLANGE X 1'-4" LONG <br />'Z' CHANNEL @ 48" <br />STUDS PER 2 / SX-10.21 <br />10 <br />" <br /> <br />M <br />I <br />N <br />#8 SMS (2 TOTAL) <br />EA 'Z' CHANNEL <br />10 <br />" <br /> <br />M <br />I <br />N <br />54 MIL X 1 1/2" FLANGE CONT. <br />TRACK MIN W/ #8 SMS EA <br />FLANGE, EA STUD <br />54 MIL X 1 1/2" FLANGE CONT. <br />TRACK MIN W/ #8 SMS EA <br />FLANGE, EA STUD <br />STUD DEPTH x 6"x 54 MIL <br />WASHER @ EA ANCHOR <br />STUDS PER 2 / SX-10.21 <br />1-3/8" ⌀ x 2 1/2" MIN NOMIAL EMBED <br />HILTI KH-EZ SCREW ANCHORS <br />(ICC ESR 3027) @ 48" <br />1-3/8" x 2 1/2" MIN NOMIAL EMBED <br />HILTI KH-EZ SCREW ANCHORS <br />(ICC ESR 3027) @ 48" <br />STUDS PER 2 / SX-10.21 <br />10 <br />" <br /> <br />M <br />I <br />N <br />#8 SMS (2 TOTAL) <br />EA 'Z' CHANNEL <br />54 MIL X 1 1/2" FLANGE CONT. <br />TRACK MIN W/ #8 SMS EA <br />FLANGE, EA STUD <br />OPTION: <br />USE 3/8" x 2" EFFECTIVE EMBE3D HILTI KB-TZ EXPANSION <br />ANCHORS IN LIEW OF SCREW ANCHORS <br />1 1/12"x 54 MILx 1 1/2" FLANGE <br />1 1/2" FLANGE X 1'-4" LONG <br />'Z' CHANNEL @ 48" <br />CL OF FLUTE <br />3/8"⌀ x 1 5/8" MIN NOMIAL EMBED <br />SCREW ANCHORS (2 TOTAL) <br />SEE NOTE 1 <br />OFFSET TYP <br />2" MAX <br />6" <br />p e r p e n d i c u l a r t o f l u t e s <br />p a r a l l e l t o f l u t e s <br />a l t e r n a t e p e r p e n d i c u l a r t o f l u t e s <br />A <br />B <br />C <br />STUDS PER <br />2/SX-10.02 <br />400S 162-54 KICKER @ 48" <br />(LENGTH = 10'-0" MAX) <br />W/ 4-#8 SMS EA END <br />CONT TRACK SAME GAGE <br />AS STUD W/1-#8 SMS <br />EA FLANGE, EA STUD <br />TYPICAL TOP & BOTT. <br />1 MIN <br />2 MAX <br />1 <br />d e c k p a r a l l e l t o w a l l <br />1 1/2"x54 MIL x 1 1/2" FLGx1 <br />1/2" FLG Z-CHANNEL @48" W/ <br />#8 SMS EA FLUTE (3 FLUTES <br />MIN) <br />54 MIL x 1 1/2" FLG <br />CONT TRACK MIN <br />W/ #8 SMS EA FLG <br />EA STUD <br />BEAM PER <br />PLAN <br />2-#8 SMS, TRACK TO <br />DECK @ 12" MAX <br />10'-0" MAX <br />54 MIL x 1 1/2" FLG <br />CONT TRACK MIN W/ # <br />8 SMS EA FLG EA STUD <br />1 MIN <br />2 MAX <br />1 <br />d e c k p e r p e n d i c u l a r t o w a l lA B <br />SEE 'KICKER CONNCECTION TO <br />DECK WITHOUT STRUCTURAL <br />CONCRETE FILL' <br />10 <br />" <br /> <br />M <br />I <br />N <br />#8 SMS (2 TOTAL) <br />EA 'Z' CHANNEL <br />54 MIL X 1 1/2" FLANGE CONT. <br />TRACK-WIDTH TO MATCH STUD SIZE <br />2"X 54 MIL X 1 1/2" FLANGE <br />x 1 1/2" FLANGE X 1'-4" LONG <br /> 'Z' CHANNEL @ 48" <br />W-BEAM <br />OPTION: <br />WELD IN LIEU OF SCREWS <br />STUDS PER 2 / SX-10.21 <br />FOR BRACE, SEE 'SUSPENDED <br />STUDS AT STRUCTURAL CONCRETE <br />FILLED DECK' AND 'SUSPENDED <br />STUDS AT DECK WITHOUT <br />STRUCTURAL CONCRETE FILL' <br />2-#12 SMS EA 'Z' CHANNEL <br />KICKER SIZE & SPACING <br />PER SECTIONS <br />BENT PL 54 MILx3x2x0'-8" <br />W/ 4-#12 SMS TO KICKER <br />AND 3-#12 SMS TO STEEL <br />BEAM <br />BE <br />A <br />M <br /> <br />' <br />K <br />' <br />OPTION: <br />WELD IN LIEU OF SCREWS <br />BEAM WEB <br />NOTE: <br />KICKER OMITTED FOR <br />CLAIRTY <br />s e c t i o n A <br />A <br />0 5' <br />GRAPHIC SCALES: <br />Issue Date <br />1/16" = 1'-0" <br />50' <br />1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" <br />0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' <br />Chckd By <br />Drwn By <br />Scale <br />Building ID: <br />KP Proj. No. <br />Permit No. <br />Sheet <br />SheetsOf <br />Sheet Title <br />Project <br />Facility <br />This document is the property of the Owner and is <br />Project Architect Approval: <br />Architect/Engineer Of Record: <br />IF THIS SHEET IS NOT 30"x42" , IT IS <br />A REDUCED PRINT - SCALE ACCORDINGLY <br />National Facilities Services <br />Post Office Box 12916 <br />Oakland California 94604 <br />not to be used without owner's written permission. <br />Floor Lev:Section: <br />Revisions <br />By Appr. <br />HGW Proj. No. <br />© <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br /> <br />h <br />a <br />n <br />n <br />a <br /> <br />g <br />a <br />b <br />r <br />i <br />e <br />l <br /> <br />w <br />e <br />l <br />l <br />s <br />, <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 />. <br /> <br /> <br />A <br />n <br />y <br /> <br />u <br />s <br />e <br /> w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />i <br />s <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br />l <br />y <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br /> <br /> <br />P <br />l <br />o <br />t <br />t <br />e <br />d <br />1955 Bacon Street. San Diego, CA 92107 <br />Office 619 523 8487 <br />www.hgwarchitecture.com <br />KAISER PERMANENTE <br />BUILDINGS ON BRAND <br /> 3/4" = 1'-0" <br />1/ <br />2 <br />1 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />5 <br />: <br />2 <br />5 <br />: <br />4 <br />8 <br /> <br />P <br />M <br />01/23/2026 <br />Checker <br />Author <br />CAP030945 <br />A821 <br />TYPICAL CEILING DETAILS <br />Santa Ana Medical Offices <br />1900 E. 4th Street <br />Santa Ana, CA, 92701 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />R <br />E <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2505 <br />SANTA ANA <br /> 3/4" = 1'-0"10 drop ceiling and soffit detail <br /> 3/4" = 1'-0"15 suspended stud at structural concrete filled deck <br /> 3/4" = 1'-0"20 kicker connection to structural concrete filled deck <br /> 3/4" = 1'-0"18 kicker connection to metal deck without structural conc fill <br /> 3/4" = 1'-0"08 suspended stud connect to structural conc filled deck <br /> 3/4" = 1'-0"13 suspended stud at metal deck without structural conc fill <br /> 3/4" = 1'-0"02 suspended stud at steel beam <br /> 3/4" = 1'-0"8 kicker connection to steel beam <br />No.Revisions Date <br />1 SD Set 06/05/2025 <br />2 DD Set 07/03/2025 <br />3 90% CD Set 08/14/2025 <br />4 Plan Check Submittal 09/19/2025 <br />09-2027
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