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Fin. Floor <br />0' -0" <br />Roof <br />11' -2" <br />Fin Surface <br />-0' -6" <br />Clg. Height <br />10' -0" <br />16 <br />' <br /> <br />- <br /> <br />6 <br />" <br />5' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />19 <br />' <br /> <br />- <br /> <br />0 <br />" <br />19 <br />' <br /> <br />- <br /> <br />0 <br />" <br />0' <br /> <br />- <br /> <br />6 <br />" <br />9' <br /> <br />- <br /> <br />0 <br />" <br />2' <br /> <br />- <br /> <br />0 <br />" <br />7' <br /> <br />- <br /> <br />0 <br />" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />13 <br />' <br /> <br />- <br /> <br />6 <br />" <br />18' - 2 1/2"30' - 8 1/2"2' - 9" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />0' <br /> <br />- <br /> <br />6 <br />" <br />3' - 6" <br />138109 14 7 86 11 <br />4' - 0" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />SL-02 SL-02 SL-02 <br />WINDOW "H" TYPE <br />148 <br />SIGNAGE SHALL BE MOUNTED TO METAL CANOPY. ALL SIGNAGE <br />SHOWN FOR CLARIFICATION PURPOSES. SIGNAGE SHALL BE <br />SEPARATE DEFERRED SUBMITTAL <br />ROOF MECHANICAL SCREEN <br />8 8 <br />14 <br />1 <br />DRIVE-THRU <br />SLOPED PER <br />CIVIL PLANS <br />DRIVE-THRU <br />6' - 0" <br />Top of Parapet <br />15' -6" <br />Fin. Floor <br />0' -0" <br />Roof <br />11' -2" <br />Fin Surface <br />-0' -6" <br />Clg. Height <br />10' -0" <br />2 <br />A-015 <br />2' <br /> <br />- <br /> <br />8 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />9' <br /> <br />- <br /> <br />0 <br />" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />3' - 0"3' - 0" <br />1' <br /> <br />- <br /> <br />4 <br />" <br />7' <br /> <br />- <br /> <br />8 <br />" <br />16 <br />' <br /> <br />- <br /> <br />6 <br />" <br />5' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />3' - 6" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1068 8 7 106 <br />SL-02 SL-02 <br />3' <br /> <br />- <br /> <br />0 <br />" <br />WINDOW "F" TYPE <br />WINDOW "G" TYPE <br />1 <br />19 <br />' <br /> <br />- <br /> <br />0 <br />" <br />PAINTED BACKER PANEL AT <br />PROPOSED SIGNAGE <br />SL-02 <br />34 <br />" <br /> <br />M <br />A <br />X <br />WINDOW "C" <br />TYPE <br />PICKUP WINDOW <br />& COUNTER <br />DRIVE-THRU <br />WINDOW & <br />COUNTER <br />67 14 14 1 <br />DRIVE-THRU <br />21' - 8 1/2" <br />9' <br /> <br />- <br /> <br />0 <br />" <br />6' <br /> <br />- <br /> <br />2 <br />" <br />0601 <br />9' <br /> <br />- <br /> <br />0 <br />" <br />Top of Parapet <br />15' -6" <br />5 <br />A-024 <br />14 5/8"29 <br /> <br />1 <br />/ <br />2 <br />" <br />FLUSH TACTILE <br />WARNING 84.57 FS <br />SEE CIVIL PLANS AND <br />SITE PLAN A-000 <br />3 <br />A-021 <br />EXTERIOR ELEVATION NOTES: <br />1. CONCRETE SLAB BASE MATERIAL AND MEMBRANE: SHALL BE PROPERLY <br />LAPPED AND SEALED TO PREVENT MOISTURE INFILTRATION PER <br />STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. UNDER-SLAB <br />WATERPROOFING PER SPECIFICATIONS & SOILS REPORT INSTALL <br />MANUFACTURER'S RECOMMENDATIONS. <br />2.FINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT <br />ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND <br />SPECIFICATIONS. <br />3.CONTINUOUS G.I. WEEP SCREED. LOCATE WEEP SCREED AT LOWEST <br />POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATE JUNCTURE. <br />4.WALL CONSTRUCTION: 2x STUDS AT PLATE WALL BEARING. AT THICKENED <br />CONDITIONS FURR WALL WITH 2"x4" STUDS TO THICKNESS SHOWN IN PLANS. SEE <br />STRUCTURAL ENGINEER'S PLANS FOR SPACING AND SPECIFICATIONS. <br />5. PROVIDE DRAFT STOPS WITHIN ATTICS (IF APPLICABLE), MANSARDS, <br />OVERHANGS, AND SIMILAR CONCEALED SPACE FORMED OF COMBUSTIBLE <br />CONSTRUCTION PER CBC REQUIREMENTS. (3,000 SQ.FT. OR 60' MAX). <br />6.SMOOTH EXTERIOR PLASTER WITH INTEGRAL COLOR HAND-TROWELED <br />FINISH OVER EXPANDED METAL LATH OVER (2) LAYERS OF GRADE "D" BUILDING <br />PAPER BACKING. OWNER AND ARCHITECT TO APPROVE 5'-0"x5'-0" MINIMUM <br />MOCK-UP OF TEXTURE, COLOR, AND SHEEN. PROVIDE AS MANY MOCK-UPS AS <br />REQUIRED TO GAIN APPROVED EFFECT. ALL OUTSIDE CORNERS TO BE BEADED <br />7.METAL WINDOW AND DOORS. SEE DOOR AND WINDOW SCHEDULES. GLASS <br />ON ALL SWINGING DOORS WITHIN 18" OF THE ADJACENT WALKING SURFACE <br />SHALL BE FULLY TEMPERED. <br />8.EXTERIOR GRADE VERTICAL OR HORIZONTAL SMOOTH 4" HARDIE PANEL <br />SYSTEM W/ CONCEALED HARDWARE W/ (2) LAYERS OF BUILDING PAPER UNDER <br />VERTICAL WALLS. SEE ELEVATIONS FOR FINISH. VERIFY WITH CLIENT WOOD <br />PANEL SYSTEM AND COLOR. CONTRACTOR SHALL VERIFY WITH PANEL <br />MANUFACTURER INSTALLATION AND WATERPROOFING REQUIREMENTS. <br />CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO <br />INSTALLATION. <br />9.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE. <br />10. G.I. & PAINTED SHEET METAL PARAPET COPING AND METAL CANOPY SYSTEM <br />SHALL BE PREFABRICATED AND SHALL BE WARP FREE SYSTEM. SHOP APPLIED, <br />SEMI-GLOSS POWDER COATED PAINT. PAINT PER OWNER DIRECTION. PROVIDE <br />SHOP DRAWINGS AND SAMPLES OF METAL PANEL INCLUDING THICKNESS OF <br />PANELS AND WARRANTY INFORMATION AGAINST WARPING. <br />11. EXTERIOR GRADE TILE FINISH. INSTALL PER MANUFACTURER SPECS OVER <br />MORTAR, WATERPROOFING SYSTEM AND DENS GLASS GOLD SHEATHING. <br />12. METAL PARAPET COPING G.I. PAINTED FINISH TO MATCH WALL <br />13. EXTERIOR SIGNAGE PER SEPARATE DEFERRED SUBMITTAL. <br />14. 1/2" G.I. OR ALUMINUM METAL REVEAL. PAINT TO MATCH WALL. <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 />1/4" = 1'-0" <br />A-014 <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />Checker <br />Author <br />11-20-2024 <br />tom's2023 <br />El <br />e <br />v <br />a <br />t <br />i <br />o <br />n <br />s <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 />1/4" = 1'-0"1 East Elevation <br />1/4" = 1'-0"2 West <br />3 <br />3 <br />No. Description Date <br />3 BLDG Revision 3 11.20.24 <br />1430 E Edinger Ave <br />3/27/2025