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1430 E Edinger Ave-REV 1 - Plan
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1430 E Edinger Ave-REV 1 - Plan
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Entry Properties
Last modified
2/24/2026 5:02:00 AM
Creation date
2/24/2026 5:00:43 AM
Metadata
Fields
Template:
Plan
Permit Number
20183198
20186203
30147418
30148982
40139225
40140476
101119781
101119782
Full Address
1430 E Edinger Ave
Street Number
1430
Street Direction
E
Street Name
Edinger
Street Suffix
Ave
Document Relationships
101119781 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
101119782 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
20183198 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
20186203 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
30147418 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
30148982 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
40139225 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
40140476 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
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1/4" PLF <br />SLOPE <br />1.5" SQ G.I. GUARDRAIL VERTICAL <br />POSTS 48" O.C. BOLTED THROUGH <br />(E) ROOF PLYWOOD & (N) SOLID 4x <br />BLOCKING W/ (4) 3/8" G.I. ANCHOR <br />BOLTS INTO SOLID BLK. <br />PER 2022 CBC REFER TO <br />STRUCTURAL PLANS FOR DESIGN <br />LOAD REQUIREMENTS <br />1. SEE STRUCTURAL DRAWINGS FOR LOAD CALC'S <br />AND EXACT CONNECTION REQUIREMENTS <br />LESS PER 2022 CBC <br />INTERMEDIATE MEMBERS MIN. 4" APART OR <br />3. SUPPORTS @ 4'-0" MAX O.C. MAKE <br />2. PREFAB VERT GUARDRAIL TO BE 48" ABOVE <br />FINISH SURFACE. REFER TO STRUCTURAL <br />FOR GUARD CALCULATIONS. SHOP DRAWINGS <br />TO BE SUBMITTED TO STRUCT. ENG. & <br />ARCHITECT FOR APPROVAL BEFORE FABRICATION. <br />NOTES: <br />MECH SCREEN EXTERIOR ELEVATION MECH SCREEN DETAIL <br />G.I. CAP @ SQ VERT POST. USE 30 YEAR <br />UV RESISTANT CAULKING TO SEAL <br />(E) WOOD ROOF FRAMING SEE STRUCTURAL <br />48" <br />A.F.R. <br />ADD SHAPED 2x PRESSURE TREATED <br />BLOCKING AT SLOPED ROOF CONDITIONS. <br />MECH SCREEN SHALL BE VERTICAL. ADD <br />SELF SEAL FLEX MEMBRANE AT ALL <br />HARDWARE PENETRATIONS. <br />(N) 4x BLOCKING @ VERTICAL <br />MECH SCREEN POSTS <br />1x6 PRESSURE TREATED SCREEN <br />PAINTED DARK GREY TO MATCH <br />BUILDING OR PLASTIC TREX OR <br />EQUAL PLANKS. BOLT TO VERT <br />POSTS WITH S.S. RECESSED TORX <br />CREW HARDWARE <br />(E) PLYWOOD <br />(N) ROOF SYSTEMOF <br /> <br />V <br />E <br />R <br />T <br /> <br />P <br />O <br />S <br />T <br />S <br />6" <br /> <br />G <br />A <br />P <br /> <br />@ <br /> <br />B <br />A <br />S <br />E <br />@ <br />B <br />T <br />M <br />6" <br /> <br />G <br />A <br />P <br />G.I. CAP @ SQ VERT POST. USE 30 YEAR <br />UV RESISTANT CAULKING TO SEAL <br />(N) ROOF SYSTEM <br />(E) PLYWOOD <br />PROVIDE GATE OR <br />REMOVABLE PANEL FOR <br />MECH EQUIP ACCESS <br />0' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />0' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />0' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />0' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />0' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />1x6 HARDIE WOOD TO MATCH <br />BUILDING PAINTED DARK GREY TO <br />MATCH BUILDING. BOLT TO VERT <br />POSTS WITH S.S. RECESSED TORX <br />CREW HARDWARE <br />VERT POSTS <br />48" O.C. <br />300' view <br />HE <br />I <br />G <br />H <br />T <br />EQ <br />U <br />I <br />P <br />M <br />E <br />N <br />T <br />RE <br />Q <br />U <br />I <br />R <br />E <br />D <br />OK <br /> <br />N <br />O <br /> <br />S <br />C <br />R <br />E <br />E <br />N <br />ROOF SCREEN - DIAGRAM VIEW DETAIL <br />CITY NOTES: <br />1. DESIGN OF SCREEN SHALL MATCH BUILDING MATERIAL TEXTURE AND COLOR. <br />2. EXTERIOR PLYWOOD, CORRUGATED METAL OR METAL MESH IS NOT <br />PERMITTED. <br />3. PROVIDE ACCESS DOOR INTO ENCLOSURE. <br />4. STRUCTURE SHALL SATISFY BUILDING SAFETY DIVISION & FIRE DEPARTMENT <br />REQUIREMENTS. <br />16' - 0" <br />17 <br />' <br /> <br />- <br /> <br />2 <br />" <br />16' - 0" <br />3' <br /> <br />- <br /> <br />7 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />3' <br /> <br />- <br /> <br />7 <br />" <br />2CY TRASH BIN <br />0' <br /> <br />- <br /> <br />6 <br />" <br />0' - 6" <br />0' <br /> <br />- <br /> <br />6 <br />" <br />CONCRETE CURB <br />8" WIDE SPLOT-FACE CONCRETE <br />BLOCK TRASH ENCLOSURE WALL <br />SEE STRUCTURAL ENGINEER <br />0' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />2 <br />" <br />5" DIA METAL PIPE TRASH <br />ENCLOSURE ROOF SUPPORT. SEE <br />STRUCTURAL ENGINEER PLANS <br />METAL TRASH ENCLOSURE DOOR <br />WITH METAL HINGES AND LOCKPROPERTY LINE <br />5' - 0" <br />6' <br /> <br />- <br /> <br />0 <br />" <br />5' - 0" <br />6' <br /> <br />- <br /> <br />0 <br />" <br />6' - 0" <br />5' <br /> <br />- <br /> <br />0 <br />" <br />2CY TRASH BIN <br />2CY TRASH BIN <br />14' - 3" <br />14 <br />' <br /> <br />- <br /> <br />1 <br />1 <br />" <br />B <br />A-016 <br />B <br />A- <br />0 <br />1 <br />6 <br />A <br />A-016 <br />A <br />A-016 <br />A <br />A-016 <br />A <br />A-016 <br />B <br />A-016 <br />0' <br /> <br />- <br /> <br />8 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />6' <br /> <br />- <br /> <br />0 <br />" <br />8' <br /> <br />- <br /> <br />2 <br />" <br />16' - 8" <br />0' <br /> <br />- <br /> <br />8 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />6' <br /> <br />- <br /> <br />0 <br />" <br />8' <br /> <br />- <br /> <br />2 <br />" <br />10' - 0" <br />TRASH ENCLOSURE FRONT ELEVATION <br />TRASH ENCLOSURE RIGHT SIDE ELEVATION <br />16'-0" SIDE ELEVATION <br />TRASH ENCLOSURE REAR ELEVATION <br />16'-0" SIDE ELEVATION <br />TRASH ENCLOSURE LEFT SIDE ELEVATION <br />CMU BLOCK GENERAL NOTE: <br />8" WIDE CMU BLOCK WALL DECORATIVE SPLIT- <br />FACE STONE BASE WITH ANTI-GRAFFITI COATING <br />& STONE CAP REFER TO STRUCTURAL PLANS <br />FOR REBAR AND DETAILING <br />4" WIDE CORRUGATED METAL DOOR WITH 3" TUBE <br />STEEL FRAME, STEEL FRAME JAMB PAINTED FINISH, AND <br />STANDARD GATE LATCH AND ANCHOR ROD LOCKING <br />MECHANISM <br />B <br />A-016 <br />A <br />A-016 <br />A <br />A-016 <br />2x8 HSS TUBE STEEL AT ROOF FRAME <br />WITH 1" CORRUGATED SHEET METAL <br />ROOF, SEE STRUCTURAL <br />PLANS. PAINTED FINISH TO MATCH <br />MASONRY ENCLOSURE <br />SPLIT-FACE CMU BLOCK <br />WITH ANTI-GRAFFITI <br />COATING <br />17' - 2" <br />16' - 8" <br />DETAIL A <br />DETAIL B <br />A <br />A-016 <br />A <br />A-016 <br />B <br />A-016 <br />B <br />A-016 <br />B <br />A-016 <br />SPLIT-FACE CMU BLOCK <br />WITH ANTI-GRAFFITI <br />COATING <br />SPLIT-FACE <br />CMU BLOCK <br />WITH ANTI- <br />GRAFFITI <br />COATING <br />SPLIT-FACE <br />CMU BLOCK <br />WITH ANTI- <br />GRAFFITI <br />COATING <br />SPLIT-FACE CMU BLOCK <br />WITH ANTI-GRAFFITI <br />COATING <br />8 x 8 x 16 <br />8 x 8 x 16 <br />A A <br />A <br />A <br />B B <br />B <br />B B <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <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 />NOVUM <br />A R C H I T E C T U R E, Inc <br />www.novumarchitecture.com <br />OFFICES: SOUTH BAY / ORANGE COUNTY <br />116 S CATALINA AVE. STE. 122, <br />REDONDO BEACH, CA 90277 <br />TEL: 310-383-1827 / 310-709-4476 <br />N <br />DARIAN <br />RADAC <br />NO. C-33451 <br />RENEWAL DATE <br />LICENSED <br />STA <br />OE <br />CETIHCRA <br />T <br />T <br />F <br />INR <br />I O <br />CALF <br />A2-28-2025 <br />Darian Radac <br />As indicated <br />A-016 <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />Checker <br />Author <br />9-03-2024 <br />tom's2023 <br />Me <br />c <br />h <br />a <br />n <br />i <br />c <br />a <br />l <br /> <br />S <br />c <br />r <br />e <br />e <br />n <br /> <br />& <br /> <br />T <br />r <br />a <br />s <br />h <br />En <br />c <br />l <br />o <br />s <br />u <br />r <br />e <br />Mr <br />. <br /> <br />S <br />p <br />i <br />r <br />o <br />s <br /> <br />P <br />o <br />l <br />i <br />t <br />i <br />s <br />3" = 1'-0"1 MECH ROOF SCREEN DETAIL <br />1/2" = 1'-0"2 Trash Enclosure Detail Plan <br />3/8" = 1'-0"3 Trash Enclosure Elevations <br />DECORATIVE SPLIT BLOCK BY <br />ORCO NATURAL GREY LW <br />A <br />06 -Astronomical N450-7 BY BEHR -Eggshell Finish <br />B <br />PAINT FINISH AT METALWORK <br />No. Description Date <br />1430 E Edinger Ave <br />3/27/2025
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