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914-918 N Bewley St - REV 2 - Plan
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914-918 N Bewley St - REV 2 - Plan
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Entry Properties
Last modified
4/22/2026 5:00:22 AM
Creation date
4/22/2026 5:00:07 AM
Metadata
Fields
Template:
Plan
Permit Number
20182346
30147017
40138922
101118570
101118571
101118573
101124002
101126946
Full Address
918 N Bewley St
914 N Bewley St
916 N Bewley St
Street Number
916
Street Direction
N
Street Name
Bewley
Street Suffix
St
Document Relationships
101118570 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\914 N Bewley St
101118571 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\916 N Bewley St
101118573 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
101124002 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
20182346 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
30147017 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
40138922 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Bewley St\918 N Bewley St
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SCALE:S4.30 <br />SECTION 1 <br />1" = 1'-0" <br />POST PER PLAN <br />10" SQ PLINTH <br />CONC FTG & REINF <br />PER PLAN <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />8" <br />MI <br />N <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PER PLAN <br />3" <br />CL <br />R <br />3" CLR <br />TYP <br />3" <br />(4)-#4 VERT <br />CONC GRADE PER CIVIL <br />#3 TIES @ 6"OC <br />3" CLR <br />TYP <br />(3)-#3 TIES @ 1 1/2"OC <br />AT TOP <br />SIMPSON ABU <br />SCALE:S4.30 <br />SECTION 2 <br />1" = 1'-0" <br />GRADE BEAM & <br />REINF PER PLAN <br />18 <br />" <br /> <br />M <br />I <br />N <br />24 <br />" <br /> <br />M <br />A <br />X <br />PLYWOOD SHTG, TYP AT <br />EXT (SEE PLAN FOR <br />SHEAR WALL LOCS) <br />2x STUD WALL PER PLAN <br />2x SILL PL PER SHEAR <br />WALL SCHED <br />EN <br />SCALE:S4.30 <br />SECTION 3 <br />1" = 1'-0" <br />SCALE:S4.30 <br />SECTION 4 <br />1" = 1'-0" <br />PER PLAN <br />3" CLR <br />TYP3" <br /> <br />C <br />L <br />R <br />TY <br />P <br />1 <br />B <br />B <br />B <br />PLYWOOD PER PLAN <br />BEAM PER PLAN <br />JOIST PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PT 3x8 FLAT W/ COUNTERSUNK <br />1/2" AB @ 16"OC (7" EMBED)8" THK STEM WALL <br />#5 HORIZ T&B <br />A35 CLIPS EA SIDE @ 16"OC <br />#5 VERT @ 16"OC <br />CENTERED, ALT <br />BENDS W/ STD HOOD <br />GRADE BEAM & <br />REINF PER PLAN <br />18 <br />" <br /> <br />M <br />I <br />N <br />24 <br />" <br /> <br />M <br />A <br />X <br />POST PER PLAN <br />PER PLAN <br />3" CLR <br />TYP3" <br /> <br />C <br />L <br />R <br />TY <br />P <br />FLR SHTG PER <br />PLAN <br />BEAM PER PLAN <br />JOIST PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PT 3x8 FLAT W/ COUNTERSUNK <br />1/2" AB @ 16"OC (7" EMBED)8" THK STEM WALL <br />#5 HORIZ T&B <br />A35 CLIPS EA SIDE @ 16"OC <br />#5 VERT @ 16"OC <br />CENTERED, ALT <br />BENDS W/ STD HOOD <br />SIMPSON ABU W/ 1/2"Ø LAG <br />SCREW (4" MIN EMBED), <br />CENTERED ON BM BELOW <br />NOTE: <br />FOR BALANCE OF INFO NOT <br />SHOWN, SEE 2 S4.30 <br />1 <br />GRADE BEAM & <br />REINF PER PLAN <br />18 <br />" <br /> <br />M <br />I <br />N <br />24 <br />" <br /> <br />M <br />A <br />X <br />PLYWOOD SHEATHING, <br />TYP AT EXT (SEE PLAN <br />FOR SHEAR WALL LOCS) <br />2x STUD WALL PER PLAN <br />2x SILL PL PER SHEAR <br />WALL SCHED <br />EN <br />PER PLAN <br />3" CLR <br />TYP3" <br /> <br />C <br />L <br />R <br />TY <br />P <br />PLYWOOD PER PLAN <br />JOIST PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PT 3x8 FLAT <br />8" THK STEM WALL <br />#5 HORIZ T&B <br />A35 CLIPS EA SIDE @ 16"OC <br />#5 VERT @ 16"OC <br />CENTERED, ALT <br />BENDS W/ STD HOOD <br />EN <br />1/4"Ø LAG x6" LONG @ 8"OC <br />CENTERED ON 4x RIM, TYP UNO <br />(SEE ALTERNATE) - AT SHEAR WALL <br />ABOVE PROVIDE SDS SCREWS AT <br />CL OF RIM PER SCHED ON A S5.55 <br />BN <br />4x CONT RIM <br />A35 CLIPS EA SIDE <br />1/2" AB @16"OC <br />(7" EMBED) <br />T/O FIN GRADE PER CIVIL <br />NOTES: <br />1.AT NON-SHEAR WALL LOCATIONS, <br />NAIL WALL PLYWOOD W/ 10d @ <br /> 6", 12" (EN, FN). <br />2.PROVIDE SILL CONNECTORS @ 4" MIN, <br />12" MAX FROM EACH END OF SILL, <br />(2)-CONNECTORS MINIMUM PER SILL. <br />ALTERNATE: <br />WHEN NO SHEAR WALL OR <br />STRAPPING OCCURS ABOVE, <br />PROVIDE 4x CONTINUOUS RIM W/ <br />6" LONG SIMPSON SDS 24"OC. <br />CJ <br />CJ <br />CJ <br />GRADE BEAM & <br />REINF PER PLAN <br />18 <br />" <br /> <br />M <br />I <br />N <br />24 <br />" <br /> <br />M <br />A <br />X <br />PLYWOOD SHTG, TYP <br />AT EXT (SEE PLAN FOR <br />SHEAR WALL LOCS) <br />2x STUD WALL <br />PER PLAN <br />2x SILL PL PER <br />SHEAR WALL SCHED <br />PER PLAN <br />3" CLR <br />TYP <br />3" <br /> <br />C <br />L <br />R <br />TY <br />P <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PT 3x8 FLAT <br />8" THK STEM WALL <br />#5 HORIZ T&B <br />A35 CLIPS EA SIDE @ 16"OC <br />#5 VERT @ 16"OC <br />CENTERED, ALT BENDS <br />W/ STD HOOD <br />1/4"Ø LAG x6" LONG @ 8"OC CENTERED <br />ON 4x RIM, TYP UNO (SEE ALTERNATE) <br />- AT SHEAR WALL ABOVE PROVIDE <br />SDS SCREWS AT CL OF RIM PER <br />SCHED ON A S5.55 <br />T/O FIN GRADE PER CIVIL <br />NOTES: <br />1.AT NON-SHEAR WALL LOCATIONS, NAIL WALL <br />PLYWOOD W/ 10d @ 6", 12" (EN, FN). <br />2.PROVIDE SILL CONNECTORS @ 4" MIN, 12" MAX <br />FROM EACH END OF SILL, (2)-CONNECTORS <br />MINIMUM PER SILL. <br />3.FOR BALANCE OF INFO NOT SHOWN, SEE 4 S4.30 <br />ALTERNATE: <br />WHEN NO SHEAR WALL OR <br />STRAPPING OCCURS, PROVIDE <br />4x CONTINUOUS RIM W/ <br />6" LONG SIMPSON SDS 24"OC. <br />2x BLKG @ 32"OC W/ (4)-10d @ <br />EA BLK & A35 CLIPS EA SIDE <br />8" <br /> <br />M <br />I <br />N <br />SCALE:S4.30 <br />DETAIL 5 <br />3/4" = 1'-0" <br />4x CONT RIM <br />B <br />WD PROJ. #DRAWN BY:CHECKED DATE <br />23411 JA EG/SH <br />WESTGROUP DESIGNS, INC.© <br />ISSUED FOR: <br />REGISTRATION/SIGNATURE: <br />SHEET TITLE: <br />SHEET NUMBER: <br />S4.30 <br />REVISIONS: <br />02/19/25 <br />Renewal Date <br />L <br />ICENSED ARCHITECT <br />STATE OF C A L I FORNI <br />AEXP. 01/23 <br />D C20495 <br />AVID JOR <br />HTIMSNAD <br />FOUNDATION <br />SECTIONS AND <br />DETAILS <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A L I OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCTPRO <br />G <br />R <br />E <br />S <br />S <br /> <br />- <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />P <br />L <br />A <br />N <br />REV <br />I <br />E <br />W <br />H: <br />\ <br />2 <br />0 <br />2 <br />3 <br />\ <br />2 <br />3 <br />0 <br />2 <br />2 <br />1 <br />\ <br />3 <br />_ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />D <br />w <br />g <br />s <br />- <br />0 <br />0 <br />\ <br />2 <br />3 <br />- <br />0 <br />2 <br />2 <br />1 <br />- <br />0 <br />0 <br />_ <br />S <br />4 <br />. <br />3 <br />0 <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />. <br />d <br />w <br />g <br /> <br /> <br /> <br /> <br />P <br />L <br />O <br />T <br />T <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br /> <br />Je <br />s <br />s <br />e <br /> <br />D <br />e <br />l <br />g <br />a <br />d <br />o <br /> <br /> <br /> <br /> <br />O <br />N <br />: <br /> <br /> <br />Au <br />g <br />u <br />s <br />t <br /> <br />8 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br />BEWLEY STREET <br />RESIDENCE <br />ILLUMINATION <br />FOUNDATION <br />918 BEWLEY STREET, <br />SANTA ANA, CA 92703 <br />LONG BEACH • SAN DIEGO <br />Project: <br />LONG BEACH OFFICE <br />3900 Cover Street, Long Beach <br />CA 90808 • 562.985.3200 <br />S T R U C T U R A L E N G I N SREE <br />23-0221-00 <br />02/19/251 DELTA 1 <br />02/19/25CITY APPROVAL <br />03/24/252 DELTA 2 <br />3 DELTA B <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A L I OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCT <br /> <br />Signed: <br />08/08/2025 SIDE @ 16"OC <br /> EA SIDE <br />A35 CLIPS <br />2x BLKG W/ <br /> EA SIDE <br />A35 CLIPS <br />2x BLKG W/ <br />03/16/26 <br />03/16/26
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