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1801 E Dyer Rd - Plan
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Last modified
6/6/2025 1:19:07 PM
Creation date
6/6/2025 1:18:35 PM
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Plan
Permit Number
101120910
Full Address
1801 E Dyer Rd
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MARK MATERIAL MANUFACTURER PRODUCT NUMBER COLOR FINISH NOTES <br />P-1 PAINT SHERWIN WILLIAMS FIRETEX FX 6010 ULTRA FAST DRYING INTUMESCENT B59WW6010 WHITE SATIN 2-HOUR FIRE RATED PAINT <br />P-2 PAINT SHERWIN WILLIAMS LOXON SELF-CLEANING ACRYLIC COATING-SATIN LX14-50 SW 7048 URBANE BRONZE SATIN <br />P-3 PAINT SHERWIN WILLIAMS LOXON SELF-CLEANING ACRYLIC COATING-SATIN LX14-50 SW 6868 REAL RED SATIN EQUIVALENT POWDER COAT COLOR "RAL 3020" <br />FINISH SCHEDULE <br />MARK <br />FIXTURE LAMP <br />VOLT WATT MOUNTING DESCRIPTION FOOT NOTESMAKEMODELMODELQUAN <br />A LITHONIA DMW2-L24-4000LM-PCL-WD-MVOLT-GZ1-40K-80CRI-QMB LED (INCLUDED)1 277 <br />/120 <br />40 CANOPY <br />SURFACE <br />LED ROUGH SERVICE FIXTURE, 4855 LUMENS, MOUNTED TO UNDERSIDE <br />OF CANOPY DECK VIA QUICK-MOUNT BRACKETS PROVIDED <br />LIGHT FIXTURE SCHEDULE <br />MARK DESCRIPTION MANUFACTURER: MODEL NUMBER <br />DSN-1 DOWNSPOUT NOZZLE DOWNSPOUT NOZZLE, 12"ALL ALUMINUM BODY, DOWNSPOUT GASKET FOR CAST IRON OR PVC INLET WITH POWDER COATED FACE OF WALL FLANGE, OUTLET <br />NOZZLE, AND PERFORATED HINGED FLAPPER. COLOR: MEDIUM BRONZE <br /> ZURN: ZF199 <br />RD-1 ROOF DRAIN PRIMARY PRIMARY STORM SYSTEM, STRAINER, COATED CAST IRON BODY, BOTTOM OUTLET, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS <br />AND IN ACCORDANCE WITH THE SPECIFICATIONS, CAST IRON STRAINER, GENERAL PURPOSE ROOF DRAIN <br /> J.R. SMITH: 1850-CID <br />PLUMBING FIXTURE SCHEDULE <br />1.ALL SURFACES TO BE PREPPED AND PRIMED PER MANUFACTURER'S RECOMMENDATIONS <br />2.ALL EXTERIOR PAINT TO BE A 3 COAT SYSTEM (1) PRIMER AND (2) COATS FINAL. <br />3.ALL EXPOSED STRUCTURE, BEAMS, AND DECKING THAT WILL REMAIN EXPOSED ARE TO BE PAINTED P-1 U.N.O. ALL ELECTRICAL, AND PLUMBING PIPING, CONDUITS, AND HANGING SYSTEMS FOR THESE ITEMS, ARE TO BE PAINTED P-1. <br />4.ALL PAINTED CONCRETE TO BE PRIMED WITH BLOCK FILLER PRIOR TO FINISH COATS. <br />1 CPU CANOPY PLAN <br />SCALE: 1/4" = 1'-0" <br />5 CPU ELEVATION <br />SCALE: 1/4" = 1'-0" <br />1 <br />A001 <br />15'-0" A.F.F. <br />B.O. CANOPY <br />0'-0" <br />FINISHED FLOOR <br />3'-4" A.F.F. <br />T.O. CONC. BASE <br />4'-0" <br />STEEL COLUMN - SEE <br />STRUCTURAL, PAINT P-1, TYP. <br />EXISTING <br />O.H. DOOR <br />CONCRETE BASE, <br />TYP. - SEE 6/A000, <br />PAINT P-2 <br />STEEL COLUMN - SEE STRUCTURAL <br />4" Ø PREFINISHED .040” <br />ALUMINUM DOWNSPOUT, HOLD <br />TIGHT TO COLUMN FACE - <br />COLOR TO MATCH P-1 <br />EXISTING TRUCK WELL <br />(BEYOND) <br />EXISTING GUARDRAIL <br />4'-0" <br />4'-0" B.F.F. <br />EXISTING TRUCK WELL <br />2'-0" <br />26'-8" <br />15'-0" A.F.F. <br />B.O. CANOPY <br />0'-0" <br />FINISHED FLOOR <br />3'-4" A.F.F. <br />T.O. CONC. BASE <br />EXISTING DOOR <br />STEEL COLUMN - SEE <br />STRUCTURAL, PAINT P-1 <br />CONCRETE BASE - SEE 6/A000, <br />PAINT P-2 <br />22 <br />' <br />- <br />0 <br />" <br />26'-8" <br />5 <br />A000 <br />4' <br />- <br />0 <br />" <br />14 <br />' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />2'-0"24'-8" <br />15 <br />A <br />B <br />15 <br />A <br />B <br />15 AB <br />STEEL COLUMN , PAINT P-1 - SEE <br />STRUCTURAL <br />STEEL COLUMN , PAINT P-1 - SEE <br />STRUCTURAL <br />2 CPU CANOPY REFLECTED CEILING PLAN <br />SCALE: 1/4" = 1'-0" <br />4 CPU ELEVATION <br />SCALE: 1/4" = 1'-0" <br />CANOPY OUTLINE OVERHEAD <br />℄ <br />℄ <br />℄ <br />℄ <br />8' <br />- <br />0 <br />" <br />8' <br />- <br />0 <br />" <br />EQ <br />. <br />EQ <br />. <br />8'-0"8'-0" <br />26'-2" <br />STEEL BEAM, PAINT P-1 - <br />SEE STRUCTURAL, TYP. <br />DOWNSPOUT HOLD TIGHT TO <br />COLUMN FACE <br />DOWNSPOUT HOLD TIGHT TO <br />COLUMN FACE <br />STEEL BEAM, PAINT P-1 - <br />SEE STRUCTURAL <br />CANOPY LIGHT, TYP., <br />RECONNECT TO EXISTING <br />CIRCUIT AND LIGHTING <br />CONTROLS. VERIFY IN FIELD. - <br />SEE LIGHT FIXTURE SCHEDULE <br />BIRD NETTING (BIRD NET 2000 <br />OR EQUIVALENT, COLOR: BLACK) <br />AT UNDERSIDE OF CANOPY <br />5 <br />A000 <br />OPP. <br />18'-0" A.F.F. <br />T.O. CANOPY <br />18'-0" A.F.F. <br />t.O. CANOPY <br />EXISTING DOOR <br />EXISTING PLANTER <br />RD-1 <br />DSN-1 <br />DSN-1 <br />STEEL COLUMN - SEE <br />STRUCTURAL, TYP. <br />4" Ø PREFINISHED .040” <br />ALUMINUM DOWNSPOUT <br />ABOVE, TYP. <br />3 CPU CANOPY ROOF PLAN <br />SCALE: 1/4" = 1'-0" <br />A <br />B <br />15 <br />4" Ø PREFINISHED .040” <br />ALUMINUM DOWNSPOUT, HOLD <br />TIGHT TO COLUMN FACE - <br />COLOR TO MATCH P-1 <br />DECK SLOPE AT 1/4" PER FOOT <br />CPU CANOPY <br />STEEL BEAM BELOW, <br />PAINT P-1 - SEE <br />STRUCTURAL, TYP. <br />A <br />A <br />A <br />℄ <br />℄ <br />℄ <br />℄℄℄ <br />PRIMARY ROOF DRAIN <br />SECONDARY ROOF DRAIN <br />RD-1 <br />PRIMARY ROOF DRAIN <br />SECONDARY ROOF DRAIN <br />TA <br />P <br />E <br />R <br />IN <br />S <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br />1/ <br />4 <br />" <br /> <br />P <br />E <br />R <br /> <br />F <br />T <br />. <br />DO <br />W <br />N <br />TO <br />W <br />A <br />R <br />D <br />DR <br />A <br />I <br />N <br />TA <br />P <br />E <br />R <br />IN <br />S <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br />1/ <br />4 <br />" <br /> <br />P <br />E <br />R <br /> <br />F <br />T <br />. <br />DO <br />W <br />N <br />TO <br />W <br />A <br />R <br />D <br />DR <br />A <br />I <br />N <br />ALUCOBOND AXCENT <br />.040” ACM PANEL - <br />COLOR TO MATCH P-3 <br />TAPERED PAC-TITE .040” <br />ALUMINUM COPING - <br />COLOR TO MATCH P-3 <br />22'-8" <br />ALUCOBOND AXCENT <br />.040” ACM PANEL - <br />COLOR TO MATCH P-3 <br />TAPERED PAC-TITE .040” <br />ALUMINUM COPING - <br />COLOR TO MATCH P-3 <br />A A <br />A <br />AA <br />A <br />℄℄4'-6"5'-8"EXISTING 7 1/2"CONCRETE PANEL WALL <br />(2 HOUR CONSTRUCTION MIN) <br />STEEL COLUMN <br />4" Ø PREFINISHED .040” ALUMINUM <br />DOWNSPOUT, HOLD TIGHT TO <br />COLUMN FACE - COLOR TO MATCH <br />P-1 <br />CAST-IN-PLACE CONCRETE BASE <br />2' <br />- <br />8 <br />" <br />2'-8" <br />CONTINUOUS CAULK AT COLUMN <br />PERIMETER, TYP. <br />SLOPE <br />NOTE: <br />LOCATE DOWNSPOUT TIGHT TO STEEL COLUMN <br />AND DRAIN AWAY FROM CANOPY CENTER <br />SL <br />O <br />P <br />E <br />SLOPE <br />SL <br />O <br />P <br />E <br />DOWNSPOUT NOZZLE <br />4" Ø DOWNSPOUT <br />DOWNSPOUT BOOT CONCEALED IN <br />CONCRETE BASE <br />6 <br />CPU ENTRY COLUMN <br />SECTION @ 3'-4" AFF <br />SCALE: 3/4" = 1'-0" <br />℄ <br />℄ <br />1801 EAST DYER RD. <br />SANTA ANA, CA 92705 <br />CONSULTANT <br />PROJECT <br />2022.0315.00 <br />54,016 SF <br />OWNER <br />PHONE:(404) 471-1634 <br />129 <br />08/01/2024 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />2023 Q2 <br />ALL ARCHITECTURAL AND ENGINEERINGDRAWINGS ARE IN CONFIDENCE ANDDISSEMINATION MAY NOT BE MADE WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT.ALL COMMON LAW RIGHTS OF COPYRIGHT ANDOTHERWISE ARE HEREBY SPECIFICALLY RESERVED <br />2500 WINDY RIDGE PARKWAY, SE <br />ATLANTA, GA 30339 <br />ISSUE <br />DRAWN: <br />CHECKED: <br />SHEET <br />SEAL <br />AREA : <br />JOB NUMBER: <br />ISSUE DATE: <br />STORE NUMBER: <br />ST <br />O <br />R <br />E <br /> <br /># <br />1 <br />2 <br />9 <br />PROTOTYPE: <br />CITY APPROVAL STAMP <br />PERMIT SET 08/01/2024 <br />LICENSE: #C-39437 <br />EXP: 07/31/2025 <br />1 REVISION 1 12/12/2024 <br />1 REVISION 1 (RE-ISSUE)01/10/2025 <br />CPU CANOPY <br />PLANS & ELEVATIONS <br />A000 <br />HL/RAB <br />AJB <br />1 <br />1 1 <br />1801 E Dyer Rd <br />3/11/2025
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