Cities Index.
Exhibit I - Exterior Elevations

Rialto City Council
January 27, 2026

Document
Exhibit I - Exterior Elevations
Meeting
January 27, 2026
Body
Rialto City Council
Original file
3.7 MB
Text extracted from the city's file for reading and search. Open the original on legistar.granicus.com. That file is the official record.

212538'-0"60'-0"60'-0"60'-0"60'-0"50'-0"60'-0"70'-0"458'-0" 21'-0"2'-0"25'-0"12'-0"10'-0"13'-0"25'-0"23'-0"12'-0"25'-0"12'-0"20'-0"12'-0"25'-0"2'-0"12'-0"30'-0"10"10" 16'-2"7'-0"25'-0"25'-0"3'-0"3'-0"22'-0"25'-0"13'-0"12'-0"3'-0"22'-0" 52'-0"
52'-0"
2'-0"3'-0"2'-0"
2'-0"2'-0"
1'-0"1'-0"
1'-0"2'-0"2'-0"2'-0"
11'-8"10'-0"10'-0"2'-6"9'-6"9'-6"8'-0"9'-6" 7'-0"14'-0"9'-6"8'-0"9'-6"TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TVTVTSTVTS

TVTVTSTVTS

TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TVTVTSTVTVTVTSTVTVTVTSTVTVTVTSTV TSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTS TYP.TYP.

TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.

TYP.TYP.

TYP.TYP. 4'-0"
8'-0" 6'-2"8'-0"3'-0"
3'-0"4'-0"3'-0"4'-0"6'-2"8'-0"TYP.TYP.

TYP. TYP.
14'-10"
TYP.
2'-0"
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0" 1641'-0"SEE 3/A3.01SEE 4/A3.01MATCH LINESEE 4/A3.01SEE 1/A3.02MATCH LINE 31'-0"31'-0"25'-0"2'-0"23'-0"25'-0"10'-0"2'-0"25'-0"25'-0"6'-0"19'-0"25'-0"12'-0"2'-0"23'-0"25'-0"10'-0"15'-0"25'-0"12'-0"6'-0"19'-0"25'-0"14'-0"11'-0" 4'-0"2'-0"
2'-0"2'-0"
2'-0"2'-0"

TVTVTSTVTVTVTSTVTVTVTSTV TSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTS TYP.TYP.TYP.

TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.

TYP.TYP.

TYP.TYP.TYP.TYP. TYP.TYP.TYP. TYP.
4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0" TYP.TYP.

TYP.

TYP.TYP.

TYP.TYP. TYP.TYP.
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"1641'-0" SEE 2/A3.01SEE 3/A3.01MATCH LINESEE 3/A3.01SEE 4/A3.01MATCH LINE 11'-0"14'-0"25'-0"19'-0"6'-0"12'-0"25'-0"15'-0"10'-0"25'-0"23'-0"2'-0"12'-0"25'-0"19'-0"6'-0"25'-0"25'-0"2'-0"10'-0"25'-0"23'-0"2'-0"25'-0"31'-0"31'-0" 2'-0"2'-0"
2'-0"2'-0"
2'-0"4'-0"

TVTVTSTVTVTVTSTVTVTVTSTV TSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTS TYP.TYP.TYP.

TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.

TYP.TYP.

TYP.TYP.TYP.TYP. TYP.TYP.TYP.TYP.TYP.
4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0" TYP.TYP.TYP.TYP.

TYP. TYP.
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ 52'-0"
54'-6"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"SEE 2/A3.01SEE 3/A3.01MATCH LINE 23'-0"2'-0"23'-0"2'-0"4'-6"22'-0"27'-0"9'-0"18'-0"12'-0"25'-0"3'-0"22'-0"25'-0"11'-0"14'-0"12'-0"25'-0"7'-0"18'-0"25'-0"15'-0"10'-0"12'-0"25'-0"11'-0"14'-0" 2'-0"
3'-0"
2'-0"2'-0"
2'-0"2'-0"
2'-0"2'-0"
8'-0"15'-0"9'-6"8'-0"9'-6"TVTVTVTVTVTVTVTVTVTVTVTVTVTVTSTVTS

TVTVTSTVTVTVTSTVTVTVTSTV TSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTV 2'-0"
TYP.TYP.TYP.

TYP.

TYP.

TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.

TYP.TYP.

TYP.TYP.TYP.TYP.
4'-0"11'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0" TYP.TYP.TYP.TYP.

TYP.TYP.TYP. TYP.

EQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
TYP.

ARCHITECTURALELEVATIONSA3.01

GENERAL NOTES
1KEYNOTESCONCRETE TILT PANEL JOINT - DETAIL 2/A6.02 AND NOTE 10 IN GENERAL NOTES2PAINTED CONCRETE REVEAL - DETAIL 1/A6.0239' X 10' OVER HEAD DOCK HIGH DOOR - SEE SHEET A5.01412' X 14' OVER HEAD GRADE LEVEL DOOR - SEE SHEET A5.015ALUMINUM STOREFRONT GLAZING SYSTEM - DETAIL 12/A6.02 AND SEE GLAZINGLEGEND BELOW63'X7' HOLLOW METAL DOOR AND FRAME WITH COMPLETE WEATHER STRIPPING -SEE SHEET A5.017

GLAZING LEGEND

1.ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTEDOTHERWISE.2.ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.3.STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BEDESIGNED TO RESIST WIND EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMITSHOP DRAWINGS PRIOR TO INSTALLATION.4.TOP AND BACK SIDE OF PARAPETS TO HAVE SMOOTH SACKED FINISH AND BEPAINTED WITH ELASTOMERIC PAINT.5.FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH BYPROVIDING A MINIMUM 34" DIAMETER HOLE ON THE CORNER. DO NOT CORE DRILL,USE PVC PIPE DURING CASTING OF CONCRETE PANEL. REMOVE PVC AND SACKSMOOTH AND DAMAGES.6.USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.7.PROVIDE SINGLE COAT OF PRIMER (ROLLED ON) FOLLOWED UP WITH FIRST COAT OFPAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED ON. PROVIDETHIRD LAYER REQUIRED TO ACHIEVE FULL COLOR SATURATION AS REQUIRED.8.WATER BLAST EXTERIOR FACE OF BUILDING WALLS PRIOR TO PAINT.9.ALL CONCRETE PANEL JOINTS SHALL BE CLEARED OF DEBRIS BY PRESSURINGWASHING THE CAVITY. GRIND ANY SHARP EDGES PRIOR TO APPLY PANEL CAULKJOINT.10.ALL EXTERIOR DOORS AND LOUVERS SHALL BE FABRICATED AND WEATHERSTRIPPED TO WITHSTAND WIND EXPOSURE "C"11.CONTRACTOR TO PROVIDE MOCK UP PAINT AND FINISHES FOR OWNER ANDARCHITECT'S APPROVAL PRIOR TO COMMENCING THE WORK.12.ALL FINISH MATERIAL SUCH AS ADHESIVES, SEALANTS, PRIMERS AND CAULKS SHALLCOMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITYMANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOCLIMITS AS SHOWN ON TABLE 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALLCOMPLY WITH RULE 1168 PROHIBITION ON THE USER OF CERTAIN TOXICCOMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYELNE CHLORIDEPERCHOLROETHYLENE AND TRICHLOROETHYELE) EXCEPT FOR AEROSOL PRODUCTSAS SPECIFIED IN BELOW.13.AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT ORCAULKING COMPOUNDS (IN UNITS OF PRODUCTS, LESS PACKAGING, WHICH DO NOTWEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUIDOUNCES) SHALL COMPLY WITH STATE WIDE VOC STANDARDS AND OTHERREQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS.CONCRETE TILT UP WALL, SEE PAINT AND FINISH LEGEND BELOW. WATERPROOF ALLWALLS WHERE GRADE IS HIGHER AND EXPOSED TO THE WEATHER ONE SIDE. WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A MINIMUM OF 6" OFGRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND DAYLIGHT TO CURB OR TAKE TOSTORM DRAIN. 4'X8' PAINTED METAL LOUVER, REFER TO MECHANICAL FOR SECURITY BARREQUIREMENTS - DETAIL 11/A6.028BUILDING ADDRESS PER FIRE DEPARTMENT STANDARDS.18"H X 2" THICK HIGHDENSITY FOAM "HELVATIC BOLD" LETTER WITH 116" PVC BLACK FACE. EPOXY TOWALL9

COLOR / FINISH LEGEND
LED LIGHT FIXTURE PER ELECTRICAL. CENTER ON WALL CONCRETE WALL PANEL,ABOVE AND CENTERED ON DOORS, BETWEEN REVEALS ETC. UNLESS NOTEDOTHERWISE10CONCRETE RAMP WALL 42" HIGH PER STRUCTURAL11CONCRETE FILLED BOLLARD - 7/A6.0112ROOF SHEATHING BEYOND PER STRUCTURAL131415INTERIOR DRAIN AND OVERFLOW DRAIN BEYOND. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 9/A6.10161718NOT USED.CONCRETE STAIR - 1, 2/A6.0319KNOCK OUT PANEL PER STRUCTURAL TEMPERED VISION GLASSTEMPERED CONCRETE BACKED SPANDREL GLASSOFFICE / POTENTIAL OFFICE AREAS:VITROGLAZING, VISTACOOL (2) PACIFICA + SOLARBAN 60 (3)VLT: 26, SHGC: 0.22, U VALUE: 0.291" INSULATED UNIT WITH 12" AIRSPACE AND (2) 14" UNITSWAREHOUSE GLAZING AREA:SINGLE PANE 14" VITROGLAZING VISTALCOOL PACIFICA.SINGLE PANE 14" VITROGLAZING VISTACOOL PACIFICWITH HARMONY BLUE OPACI COAT

WOOD SIDINGNICHIHA VINTAGE WOOD FIBER CEMENT - CEDARFOLLOW MFR RECOMMENDED INSTALLATION ALL STONE VENEERS SHALL EXTEND MINIMUM 2" BELOW FINISH GRADE. CHECKCIVIL DRAWINGS TO VERIFY THE EXTENT. VENEERS SHALL EXTEND BACK TO ANYCEILING SOFFITS AND PANEL RETURNS WHERE LOCATED. 2 DIMENSIONALDRAWINGS HAS LIMITATION. THE INTENT IS FOR THE VENEERS TO BE APPLIED TOAN ENTIRE ELEMENT AND NOT JUST THE FACE AS SHOWN ON THE DRAWINGS.

STONE VENEER - DEKTONTK06 MARMORIOBEAD BLAST SUBSTRATE (CONCRETE PANEL) AND PROVIDE POLYMER MODIFIEDMORTAR ANSI A118.4 OR ANSI 118.15). FOLLOW MFR RECOMMENDED INSTALLATIONHSS EYEBROW CANOPY - HIGH PERFORMANCE PAINTEDSW 7005 PURE WHITE HSS EYEBROW CANOPY - DETAIL 8/A6.02
20ARCHITECTURAL CANOPY - REYNOBOND COLORWELD 500, PURE WHITE - DETAIL20/A6.02 PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) WINTER WHITEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 2 - -R2 - 1 - -Y1 - 1 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) MORTAR GREYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 60 - -N1 - 38 - -R2 - 3 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) ARCHITECTURE GREYULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 4 8 - -W1 6 25 - -R2 - 10 - -Y3 - 21 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) EFFERVESCENT BLUEULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 - 10 - -W1 - 12 - -L1 8 35 - -R3 2 7 - - PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) PALE BLUEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 22 1 1R3 - 10 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) FOGGY DAYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 15 - -N1 - 10 - -R2 - 1 - - INTERIOR DRAIN AND OVERFLOW SCUPPERS. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 14/A6.10 1/16" = 1'-0"SCALE1
1/16" = 1'-0"SCALE2
1/16" = 1'-0"SCALE3
1/16" = 1'-0"SCALE4

NORTH ELEVATION

WEST ELEVATION
WEST ELEVATION CONT.

WEST ELEVATION CONT.

CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN23-013
No.ISSUANCEDATE
REN. 12-31-25NO. C-33677I OHLCRSTOTEACFALIEDESNESTCVE.KAAIFORNITHTCGNE

STEVE HONG

CONSULTANTS
AMERICAN CONTRACTORS, INC.404 WEST BLUERIDGE AVE.ORANGE, CA 92865DIRECT: 714-282-5700ATTN: LAURA [email protected] ENGINEER

STEVE HONG
S T E V E K H O N G A R C H I T E C T4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] DARIN FONG AND ASSOCIATES3230 E. IMPERIAL HWY SUITE 302BREA, CA 92821DIRECT: 951-219-2849EMAIL: [email protected]: DARIN FONGSTRUCTURAL ENGINEERMECHANICAL ENGINEER

PLUMBING ENGINEERELECTRICAL ENGINEER
GEOTECHNICAL ENGINERSOUTHERN CALIFORNIA GEOTECHNICAL22885 SAVI RANCH PKWY SUITE EYORBA LINDA, CA 92887714-685-1115EMAIL: [email protected]: ROBERT G TRAZO AIR CONTROL SYSTEMS INC.1940 S. GROVE AVE.ONTARIO, CA 91761DIRECT: 949-450-1229EMAIL: [email protected]: CHAD WILLIAMSGREGG ELECTRIC608 W. EMPORIA STREETONTARIO, CA 91762DIRECT: 909-983-1794EMAIL: [email protected]: JOHN BRENNANKIMLEY-HORN | 3801 UNIVERSITY AVE,SUITE 300 RIVERSIDE, CA 92501DIRECT: 619-744-0144|MOBILE: 619-300-5087ATTN: DAVIE [email protected] 38'-0"60'-0"60'-0"60'-0"60'-0"50'-0"60'-0"70'-0" 458'-0" 10"30'-0"2'-0"25'-0"12'-0"21'-7"25'-0"2'-0"12'-0"30'-0"10"10" 10"2"11'-10"23'-0"3'-7"19'-5"21'-7"9'-0"3'-0"23'-0"23'-0"11'-0"12'-0"23'-0"12'-0"13'-0"8'-7"23'-0"23'-0"5'-5"16'-2"4'-10"7'-2" 52'-0"
52'-0"
2'-0"2'-0"2'-0"1'-0"
1'-0"1'-0"
3'-0"3'-0"
3'-0"4'-0"
2'-0"2'-0"
11'-8"10'-0"10'-0"2'-6"9'-6"9'-6"8'-0"9'-6"11'-8"10'-0"10'-0"2'-8"9'-4"9'-6"8'-0"9'-6" TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTSTVTS

TVTVTSTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTSTVTS

TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TVTVTSTVTVTVTSTVTVTVTSTV TSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTS TYP.TYP.TYP.

TYP.TYP.

TYP.TYP.TYP.TYP.TYP.

TYP.TYP.

TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP.TYP.

TYP. TYP.TYP. TYP.4'-0"5'-8"8'-0"3'-0"4'-0"5'-8"8'-0"3'-0"4'-0"5'-8"8'-0"4'-0"3'-0"5'-8"3'-0"8'-0" TYP.TYP.TYP.TYP.

TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.
2'-0"
2'-0" EQEQEQEQEQEQEQEQ3'-10"32'-2"EQEQEQEQEQEQEQEQ3'-10"32'-2"EQEQEQEQEQEQEQEQ 3'-10"32'-2"3'-10"32'-2"
TYP.
52'-0"
58'-0"58'-0"58'-0"57'-7"58'-0"58'-0"78'-6"SEE 3/A3.02SEE 4/A3.02MATCH LINE 23'-0"2'-0"23'-0"2'-0"9'-8"12'-0"13'-10"12'-2"25'-0"12'-0"8'-10"26'-0"26'-7"5'-0"21'-0"26'-0"11'-0"15'-0"26'-0"17'-0"9'-0"26'-0"23'-0"3'-0"26'-0" 2'-0"2'-0"8'-0"2'-0"
2'-0"2'-0"5"2'-0"
1'-6"1'-6"
1'-6"1'-6"
8'-0"15'-0"9'-6"8'-0"9'-6"TVTVTVTVTVTVTVTVTVTVTVTVTVTVTSTVTS TVTVTSTVTVTVTSTV4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6" TVTSTVTSTVTVTVTVTVTVTVTV TYP. TYP.TYP. TYP.

TYP.

TYP.TYP. TYP.TYP.TYP.TYP.

TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP.TYP.TYP.TYP.TYP.

TYP.TYP.
13'-7"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0" 5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0" TYP.TYP.TYP. TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP.TYP.

TYP.TYP.
8'-0"
8'-0"TYP. TYP.

TYP.TYP.TVTSTVTS
26'-0"18'-2"6'-10"TYP.
58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"1641'-0" SEE 3/A3.02SEE 4/A3.02MATCH LINESEE 4/A3.02SEE 1/A3.03MATCH LINE 23'-0"3'-0"26'-0"26'-0"3'-0"23'-0"26'-0"9'-0"17'-0"26'-0"15'-0"11'-0"26'-0"21'-0"5'-0"26'-0"26'-0"1'-0"25'-0"26'-0"7'-0"19'-0"26'-0"13'-0"13'-0" 1'-6"
1'-6"
1'-6"1'-6"
1'-6"1'-6"
1'-6"1'-6" 4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6" TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TYP.TYP.TYP.TYP. TYP.TYP. TYP.TYP. TYP.

TYP. TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP. TYP.TYP.

TYP.TYP.
13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0" 5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0" TYP.TYP.TYP.TYP.TYP. TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP. TYP.TYP. 8'-0"
8'-0"
8'-0"
8'-0" TYP.

TYP.
52'-0"
58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"78'-6" SEE 4/A3.01SEE 1/A3.02MATCH LINE14'-0"11'-0"25'-0"12'-0"10'-0"15'-0"25'-0"18'-0"7'-0"25'-0"12'-0"14'-0"11'-0"25'-0"22'-0"3'-0"25'-0"12'-0"18'-0"8'-0"26'-0"24'-0"26'-6"2'-0"23'-0"2'-0" 2'-0"2'-0"
2'-0"2'-0"
2'-0"2'-0"
3'-0"
2'-0"2'-0"
8'-0"15'-0"9'-6"8'-0"9'-6"TVTVTVTVTVTVTVTVTVTVTVTVTVTVTSTVTS

TVTVTSTVTVTVTSTVTVTVTSTV TVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTSTSTVTVTS TYP.TYP.

TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.

TYP.

TYP.TYP.

TYP.TYP.TYP.TYP.TYP.

TYP. 4'-0"6'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"10'-4"8'-0"3'-0"4'-0"6'-4"8'-0"3'-0"4'-0"8'-0"3'-0" TYP.TYP.TYP.TYP.TYP.

TYP. TYP.TYP.TYP.TYP.2'-0"23'-0"
11'-0"
TYP.TYP.
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQ
3'-10"32'-2"EQEQEQEQEQEQEQEQ
TYP.

ARCHITECTURALELEVATIONSA3.02CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN23-013 No.ISSUANCEDATE
REN. 12-31-25NO. C-33677I OHLCRSTOTEACFALIEDESNESTCVE.KAAIFORNITHTCGNE

STEVE HONG

CONSULTANTS
AMERICAN CONTRACTORS, INC.404 WEST BLUERIDGE AVE.ORANGE, CA 92865DIRECT: 714-282-5700ATTN: LAURA [email protected] ENGINEER

STEVE HONG
S T E V E K H O N G A R C H I T E C T4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] DARIN FONG AND ASSOCIATES3230 E. IMPERIAL HWY SUITE 302BREA, CA 92821DIRECT: 951-219-2849EMAIL: [email protected]: DARIN FONGSTRUCTURAL ENGINEERMECHANICAL ENGINEER

PLUMBING ENGINEERELECTRICAL ENGINEER
GEOTECHNICAL ENGINERSOUTHERN CALIFORNIA GEOTECHNICAL22885 SAVI RANCH PKWY SUITE EYORBA LINDA, CA 92887714-685-1115EMAIL: [email protected]: ROBERT G TRAZO AIR CONTROL SYSTEMS INC.1940 S. GROVE AVE.ONTARIO, CA 91761DIRECT: 949-450-1229EMAIL: [email protected]: CHAD WILLIAMSGREGG ELECTRIC608 W. EMPORIA STREETONTARIO, CA 91762DIRECT: 909-983-1794EMAIL: [email protected]: JOHN BRENNANKIMLEY-HORN | 3801 UNIVERSITY AVE,SUITE 300 RIVERSIDE, CA 92501DIRECT: 619-744-0144|MOBILE: 619-300-5087ATTN: DAVIE [email protected]

GENERAL NOTES
1KEYNOTESCONCRETE TILT PANEL JOINT - DETAIL 2/A6.02 AND NOTE 10 IN GENERAL NOTES2PAINTED CONCRETE REVEAL - DETAIL 1/A6.0239' X 10' OVER HEAD DOCK HIGH DOOR - SEE SHEET A5.01412' X 14' OVER HEAD GRADE LEVEL DOOR - SEE SHEET A5.015ALUMINUM STOREFRONT GLAZING SYSTEM - DETAIL 12/A6.02 AND SEE GLAZINGLEGEND BELOW63'X7' HOLLOW METAL DOOR AND FRAME WITH COMPLETE WEATHER STRIPPING -SEE SHEET A5.017

GLAZING LEGEND

1.ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTEDOTHERWISE.2.ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.3.STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BEDESIGNED TO RESIST WIND EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMITSHOP DRAWINGS PRIOR TO INSTALLATION.4.TOP AND BACK SIDE OF PARAPETS TO HAVE SMOOTH SACKED FINISH AND BEPAINTED WITH ELASTOMERIC PAINT.5.FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH BYPROVIDING A MINIMUM 34" DIAMETER HOLE ON THE CORNER. DO NOT CORE DRILL,USE PVC PIPE DURING CASTING OF CONCRETE PANEL. REMOVE PVC AND SACKSMOOTH AND DAMAGES.6.USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.7.PROVIDE SINGLE COAT OF PRIMER (ROLLED ON) FOLLOWED UP WITH FIRST COAT OFPAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED ON. PROVIDETHIRD LAYER REQUIRED TO ACHIEVE FULL COLOR SATURATION AS REQUIRED.8.WATER BLAST EXTERIOR FACE OF BUILDING WALLS PRIOR TO PAINT.9.ALL CONCRETE PANEL JOINTS SHALL BE CLEARED OF DEBRIS BY PRESSURINGWASHING THE CAVITY. GRIND ANY SHARP EDGES PRIOR TO APPLY PANEL CAULKJOINT.10.ALL EXTERIOR DOORS AND LOUVERS SHALL BE FABRICATED AND WEATHERSTRIPPED TO WITHSTAND WIND EXPOSURE "C"11.CONTRACTOR TO PROVIDE MOCK UP PAINT AND FINISHES FOR OWNER ANDARCHITECT'S APPROVAL PRIOR TO COMMENCING THE WORK.12.ALL FINISH MATERIAL SUCH AS ADHESIVES, SEALANTS, PRIMERS AND CAULKS SHALLCOMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITYMANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOCLIMITS AS SHOWN ON TABLE 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALLCOMPLY WITH RULE 1168 PROHIBITION ON THE USER OF CERTAIN TOXICCOMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYELNE CHLORIDEPERCHOLROETHYLENE AND TRICHLOROETHYELE) EXCEPT FOR AEROSOL PRODUCTSAS SPECIFIED IN BELOW.13.AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT ORCAULKING COMPOUNDS (IN UNITS OF PRODUCTS, LESS PACKAGING, WHICH DO NOTWEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUIDOUNCES) SHALL COMPLY WITH STATE WIDE VOC STANDARDS AND OTHERREQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS.CONCRETE TILT UP WALL, SEE PAINT AND FINISH LEGEND BELOW. WATERPROOF ALLWALLS WHERE GRADE IS HIGHER AND EXPOSED TO THE WEATHER ONE SIDE. WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A MINIMUM OF 6" OFGRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND DAYLIGHT TO CURB OR TAKE TOSTORM DRAIN. 4'X8' PAINTED METAL LOUVER, REFER TO MECHANICAL FOR SECURITY BARREQUIREMENTS - DETAIL 11/A6.028BUILDING ADDRESS PER FIRE DEPARTMENT STANDARDS.18"H X 2" THICK HIGHDENSITY FOAM "HELVATIC BOLD" LETTER WITH 116" PVC BLACK FACE. EPOXY TOWALL9

COLOR / FINISH LEGEND
LED LIGHT FIXTURE PER ELECTRICAL. CENTER ON WALL CONCRETE WALL PANEL,ABOVE AND CENTERED ON DOORS, BETWEEN REVEALS ETC. UNLESS NOTEDOTHERWISE10CONCRETE RAMP WALL 42" HIGH PER STRUCTURAL11CONCRETE FILLED BOLLARD - 7/A6.0112ROOF SHEATHING BEYOND PER STRUCTURAL131415INTERIOR DRAIN AND OVERFLOW DRAIN BEYOND. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 9/A6.10161718NOT USED.CONCRETE STAIR - 1, 2/A6.0319KNOCK OUT PANEL PER STRUCTURAL TEMPERED VISION GLASSTEMPERED CONCRETE BACKED SPANDREL GLASSOFFICE / POTENTIAL OFFICE AREAS:VITROGLAZING, VISTACOOL (2) PACIFICA + SOLARBAN 60 (3)VLT: 26, SHGC: 0.22, U VALUE: 0.291" INSULATED UNIT WITH 12" AIRSPACE AND (2) 14" UNITSWAREHOUSE GLAZING AREA:SINGLE PANE 14" VITROGLAZING VISTALCOOL PACIFICA.SINGLE PANE 14" VITROGLAZING VISTACOOL PACIFICWITH HARMONY BLUE OPACI COAT

WOOD SIDINGNICHIHA VINTAGE WOOD FIBER CEMENT - CEDARFOLLOW MFR RECOMMENDED INSTALLATION ALL STONE VENEERS SHALL EXTEND MINIMUM 2" BELOW FINISH GRADE. CHECKCIVIL DRAWINGS TO VERIFY THE EXTENT. VENEERS SHALL EXTEND BACK TO ANYCEILING SOFFITS AND PANEL RETURNS WHERE LOCATED. 2 DIMENSIONALDRAWINGS HAS LIMITATION. THE INTENT IS FOR THE VENEERS TO BE APPLIED TOAN ENTIRE ELEMENT AND NOT JUST THE FACE AS SHOWN ON THE DRAWINGS.

STONE VENEER - DEKTONTK06 MARMORIOBEAD BLAST SUBSTRATE (CONCRETE PANEL) AND PROVIDE POLYMER MODIFIEDMORTAR ANSI A118.4 OR ANSI 118.15). FOLLOW MFR RECOMMENDED INSTALLATIONHSS EYEBROW CANOPY - HIGH PERFORMANCE PAINTEDSW 7005 PURE WHITE HSS EYEBROW CANOPY - DETAIL 8/A6.02
20ARCHITECTURAL CANOPY - REYNOBOND COLORWELD 500, PURE WHITE - DETAIL20/A6.02 PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) WINTER WHITEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 2 - -R2 - 1 - -Y1 - 1 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) MORTAR GREYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 60 - -N1 - 38 - -R2 - 3 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) ARCHITECTURE GREYULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 4 8 - -W1 6 25 - -R2 - 10 - -Y3 - 21 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) EFFERVESCENT BLUEULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 - 10 - -W1 - 12 - -L1 8 35 - -R3 2 7 - - PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) PALE BLUEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 22 1 1R3 - 10 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) FOGGY DAYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 15 - -N1 - 10 - -R2 - 1 - - INTERIOR DRAIN AND OVERFLOW SCUPPERS. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 14/A6.10 1/16" = 1'-0"SCALE1
1/16" = 1'-0"SCALE2
1/16" = 1'-0"SCALE3
1/16" = 1'-0"SCALE4
WEST ELEVATION CONT.

SOUTH ELEVATION

EAST ELEVATION
EAST ELEVATION CONT.
52'-0"
54'-6"58'-0"58'-0"57'-7"58'-0"58'-0"58'-0"5" SEE 1/A3.03SEE 2/A3.03MATCH LINE26'-0"3'-0"23'-0"26'-0"9'-0"17'-0"26'-0"15'-0"11'-0"26'-0"21'-0"5'-0"26'-7"26'-0"6'-10"12'-0"23'-0"16'-2"6'-10"23'-0"12'-0"16'-2"8'-10"2'-0"12'-0"30'-0"10"10" 1'-6"1'-6"
1'-6"
1'-6"
2'-0"2'-0"2'-0"
2'-0"
2'-0"2'-0"
11'-8"10'-0"10'-0"2'-6"9'-6"9'-6"8'-0"9'-6"TVTVTVTVTVTVTVTVTVTVTVTVTVTVTSTVTS TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TVTVTSTVTVTVTSTV 4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6" TVTVTVTVTVTVTVTV TYP.TYP. TYP.TYP.

TYP.TYP. TYP.TYP.TYP.TYP.TYP.
13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-7"13'-0" 5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"TSTSTSTS TYP.TYP.TYP. TYP.

TYP.8'-0"
8'-0" TYP.TYP.

TYP.TYP.
6'-0"
2'-0" EQEQEQEQ32'-2"3'-10"
58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"58'-0"1641'-0"SEE 4/A3.02SEE 1/A3.03MATCH LINESEE 1/A3.03SEE 2/A3.03MATCH LINE 13'-0"13'-0"26'-0"19'-0"7'-0"26'-0"25'-0"1'-0"26'-0"26'-0"5'-0"21'-0"26'-0"11'-0"15'-0"26'-0"17'-0"9'-0"26'-0"23'-0"3'-0"26'-0"26'-0"3'-0"23'-0" 1'-6"1'-6"
1'-6"1'-6"
1'-6"1'-6"
1'-6"1'-6" 4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6"4'-0"8'-0"2'-0"8'-6" TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TYP.TYP. TYP.TYP. TYP.TYP. TYP. TYP.TYP.

TYP.TYP. TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.

TYP.TYP.
13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0"13'-0" 5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0"4'-0"4'-0"5'-0"5'-0"4'-0"4'-0"5'-0"8'-0"5'-0" TYP.TYP. TYP. TYP. TYP. TYP.TYP.TYP.TYP.
8'-0"
8'-0"
8'-0"
8'-0"
TYP.TYP.TYP.TYP.TYP.TYP.TYP.
46'-0"
70'-0"35'-0"35'-0"

TVTVTVTV
TYP.TYP.

TYP.

TYP.3'-0"4'-0"12'-6"6'-0"4'-0"6'-0"5'-0"6'-0"4'-0"4'-0" TYP.
70'-0"35'-0"35'-0"46'-0"TVTVTVTV
TYP.TYP.

TYP.

TYP.3'-0"4'-0"12'-6"6'-0"4'-0"6'-0"5'-0"6'-0"4'-0"4'-0"6'-0"12'-6"4'-0" TYP.

ARCHITECTURALELEVATIONSA3.03CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN23-013 No.ISSUANCEDATE
REN. 12-31-25NO. C-33677I OHLCRSTOTEACFALIEDESNESTCVE.KAAIFORNITHTCGNE

STEVE HONG

CONSULTANTS
AMERICAN CONTRACTORS, INC.404 WEST BLUERIDGE AVE.ORANGE, CA 92865DIRECT: 714-282-5700ATTN: LAURA [email protected] ENGINEER

STEVE HONG
S T E V E K H O N G A R C H I T E C T4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] DARIN FONG AND ASSOCIATES3230 E. IMPERIAL HWY SUITE 302BREA, CA 92821DIRECT: 951-219-2849EMAIL: [email protected]: DARIN FONGSTRUCTURAL ENGINEERMECHANICAL ENGINEER

PLUMBING ENGINEERELECTRICAL ENGINEER
GEOTECHNICAL ENGINERSOUTHERN CALIFORNIA GEOTECHNICAL22885 SAVI RANCH PKWY SUITE EYORBA LINDA, CA 92887714-685-1115EMAIL: [email protected]: ROBERT G TRAZO AIR CONTROL SYSTEMS INC.1940 S. GROVE AVE.ONTARIO, CA 91761DIRECT: 949-450-1229EMAIL: [email protected]: CHAD WILLIAMSGREGG ELECTRIC608 W. EMPORIA STREETONTARIO, CA 91762DIRECT: 909-983-1794EMAIL: [email protected]: JOHN BRENNANKIMLEY-HORN | 3801 UNIVERSITY AVE,SUITE 300 RIVERSIDE, CA 92501DIRECT: 619-744-0144|MOBILE: 619-300-5087ATTN: DAVIE [email protected]

GENERAL NOTES
1KEYNOTESCONCRETE TILT PANEL JOINT - DETAIL 2/A6.02 AND NOTE 10 IN GENERAL NOTES2PAINTED CONCRETE REVEAL - DETAIL 1/A6.0239' X 10' OVER HEAD DOCK HIGH DOOR - SEE SHEET A5.01412' X 14' OVER HEAD GRADE LEVEL DOOR - SEE SHEET A5.015ALUMINUM STOREFRONT GLAZING SYSTEM - DETAIL 12/A6.02 AND SEE GLAZINGLEGEND BELOW63'X7' HOLLOW METAL DOOR AND FRAME WITH COMPLETE WEATHER STRIPPING -SEE SHEET A5.017

GLAZING LEGEND

1.ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTEDOTHERWISE.2.ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.3.STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BEDESIGNED TO RESIST WIND EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMITSHOP DRAWINGS PRIOR TO INSTALLATION.4.TOP AND BACK SIDE OF PARAPETS TO HAVE SMOOTH SACKED FINISH AND BEPAINTED WITH ELASTOMERIC PAINT.5.FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH BYPROVIDING A MINIMUM 34" DIAMETER HOLE ON THE CORNER. DO NOT CORE DRILL,USE PVC PIPE DURING CASTING OF CONCRETE PANEL. REMOVE PVC AND SACKSMOOTH AND DAMAGES.6.USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.7.PROVIDE SINGLE COAT OF PRIMER (ROLLED ON) FOLLOWED UP WITH FIRST COAT OFPAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED ON. PROVIDETHIRD LAYER REQUIRED TO ACHIEVE FULL COLOR SATURATION AS REQUIRED.8.WATER BLAST EXTERIOR FACE OF BUILDING WALLS PRIOR TO PAINT.9.ALL CONCRETE PANEL JOINTS SHALL BE CLEARED OF DEBRIS BY PRESSURINGWASHING THE CAVITY. GRIND ANY SHARP EDGES PRIOR TO APPLY PANEL CAULKJOINT.10.ALL EXTERIOR DOORS AND LOUVERS SHALL BE FABRICATED AND WEATHERSTRIPPED TO WITHSTAND WIND EXPOSURE "C"11.CONTRACTOR TO PROVIDE MOCK UP PAINT AND FINISHES FOR OWNER ANDARCHITECT'S APPROVAL PRIOR TO COMMENCING THE WORK.12.ALL FINISH MATERIAL SUCH AS ADHESIVES, SEALANTS, PRIMERS AND CAULKS SHALLCOMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITYMANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOCLIMITS AS SHOWN ON TABLE 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALLCOMPLY WITH RULE 1168 PROHIBITION ON THE USER OF CERTAIN TOXICCOMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYELNE CHLORIDEPERCHOLROETHYLENE AND TRICHLOROETHYELE) EXCEPT FOR AEROSOL PRODUCTSAS SPECIFIED IN BELOW.13.AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT ORCAULKING COMPOUNDS (IN UNITS OF PRODUCTS, LESS PACKAGING, WHICH DO NOTWEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUIDOUNCES) SHALL COMPLY WITH STATE WIDE VOC STANDARDS AND OTHERREQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS.CONCRETE TILT UP WALL, SEE PAINT AND FINISH LEGEND BELOW. WATERPROOF ALLWALLS WHERE GRADE IS HIGHER AND EXPOSED TO THE WEATHER ONE SIDE. WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A MINIMUM OF 6" OFGRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND DAYLIGHT TO CURB OR TAKE TOSTORM DRAIN. 4'X8' PAINTED METAL LOUVER, REFER TO MECHANICAL FOR SECURITY BARREQUIREMENTS - DETAIL 11/A6.028BUILDING ADDRESS PER FIRE DEPARTMENT STANDARDS.18"H X 2" THICK HIGHDENSITY FOAM "HELVATIC BOLD" LETTER WITH 116" PVC BLACK FACE. EPOXY TOWALL9

COLOR / FINISH LEGEND
LED LIGHT FIXTURE PER ELECTRICAL. CENTER ON WALL CONCRETE WALL PANEL,ABOVE AND CENTERED ON DOORS, BETWEEN REVEALS ETC. UNLESS NOTEDOTHERWISE10CONCRETE RAMP WALL 42" HIGH PER STRUCTURAL11CONCRETE FILLED BOLLARD - 7/A6.0112ROOF SHEATHING BEYOND PER STRUCTURAL131415INTERIOR DRAIN AND OVERFLOW DRAIN BEYOND. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 9/A6.10161718NOT USED.CONCRETE STAIR - 1, 2/A6.0319KNOCK OUT PANEL PER STRUCTURAL TEMPERED VISION GLASSTEMPERED CONCRETE BACKED SPANDREL GLASSOFFICE / POTENTIAL OFFICE AREAS:VITROGLAZING, VISTACOOL (2) PACIFICA + SOLARBAN 60 (3)VLT: 26, SHGC: 0.22, U VALUE: 0.291" INSULATED UNIT WITH 12" AIRSPACE AND (2) 14" UNITSWAREHOUSE GLAZING AREA:SINGLE PANE 14" VITROGLAZING VISTALCOOL PACIFICA.SINGLE PANE 14" VITROGLAZING VISTACOOL PACIFICWITH HARMONY BLUE OPACI COAT

WOOD SIDINGNICHIHA VINTAGE WOOD FIBER CEMENT - CEDARFOLLOW MFR RECOMMENDED INSTALLATION ALL STONE VENEERS SHALL EXTEND MINIMUM 2" BELOW FINISH GRADE. CHECKCIVIL DRAWINGS TO VERIFY THE EXTENT. VENEERS SHALL EXTEND BACK TO ANYCEILING SOFFITS AND PANEL RETURNS WHERE LOCATED. 2 DIMENSIONALDRAWINGS HAS LIMITATION. THE INTENT IS FOR THE VENEERS TO BE APPLIED TOAN ENTIRE ELEMENT AND NOT JUST THE FACE AS SHOWN ON THE DRAWINGS.

STONE VENEER - DEKTONTK06 MARMORIOBEAD BLAST SUBSTRATE (CONCRETE PANEL) AND PROVIDE POLYMER MODIFIEDMORTAR ANSI A118.4 OR ANSI 118.15). FOLLOW MFR RECOMMENDED INSTALLATIONHSS EYEBROW CANOPY - HIGH PERFORMANCE PAINTEDSW 7005 PURE WHITE HSS EYEBROW CANOPY - DETAIL 8/A6.02
20ARCHITECTURAL CANOPY - REYNOBOND COLORWELD 500, PURE WHITE - DETAIL20/A6.02 PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) WINTER WHITEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 2 - -R2 - 1 - -Y1 - 1 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) MORTAR GREYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 60 - -N1 - 38 - -R2 - 3 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) ARCHITECTURE GREYULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 4 8 - -W1 6 25 - -R2 - 10 - -Y3 - 21 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) EFFERVESCENT BLUEULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 - 10 - -W1 - 12 - -L1 8 35 - -R3 2 7 - - PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) PALE BLUEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 22 1 1R3 - 10 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) FOGGY DAYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 15 - -N1 - 10 - -R2 - 1 - - INTERIOR DRAIN AND OVERFLOW SCUPPERS. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 14/A6.10 1/16" = 1'-0"SCALE1
1/16" = 1'-0"SCALE2
1/16" = 1'-0"SCALE3
EAST ELEVATION CONT.

EAST ELEVATION CONT.

SOUTHEAST ELEVATION1/16" = 1'-0"SCALE4

NORTHEAST ELEVATION
54'-6" 58'-0" 58'-0"5"
12'-0"5'-0"12'-0"23'-0"52'-0"
T.O.P.

F.F.
26'-7"26'-0"6'-10"12'-0"23'-0"16'-2"6'-10"23'-0"12'-0"16'-2"8'-10"2'-0"12'-0"30'-0"10"10"9'-11"2"9'-10"2"9'-11"7'-5"2"1'-3"6'-7"2"9'-5" 12'-11"2"13'-6" 2'-0"2'-0"2'-0"
2'-0"
2'-0"2'-0"
2'-0"

TVTVTVTV

TVTVTVTV

TVTVTVTV

TVTVTSTVTS

TVTVTVTVTVTV

TVTVTVTV

TVTVTVTV

TVTVTVTVTVTV

TVTVTV TVTVTSTV

TVTVTSTV TSTSTSTS
2'-6"2"9'-4"
1'-6"TYP.TYP.TYP.TYP.TYP.TYP.TYP. TYP.TYP.TYP.TYP.TYP.

TYP. TYP.

TYP.TYP.TYP.TYP.TYP.TYP.

TYP.

TOP OFMEZZANINE LINE
TYP.TYP.
6'-0"
TYP.TYP.TYP.

TYP.TYP.TYP.TYP.
2125
70'-0"60'-0"50'-0"
12'-0"5'-0"12'-0"23'-0"52'-0"
T.O.P.

F.F.
21'-0"2'-0"25'-0"22'-0"10'-0"23'-0"47'-0"3'-0"23'-0"12'-0"25'-0"25'-0" 7'-0"2"13'-10"7'-5"2"7'-10"2"9'-5" 2'-0"
2'-0"
2'-0" TSTVTVTSTSTVTVTSTSTSTSTS

TVTVTSTV

TVTVTSTVTS

TVTVTSTV TVTVTVTV

TVTVTVTV

TVTVTVTV
TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.

TYP.

TOP OFMEZZANINE LINE4'-0"6'-2"8'-0"3'-0"TYP.TYP. TYP.

TYP. TYP.TYP.TYP.TYP.TYP.

TS
TYP.
3'-0"
2'-0"
3'-10"32'-2"EQEQEQEQEQEQEQEQ
3'-10"36'-0"EQEQEQEQEQ
TYP.

ARCHITECTURALELEVATIONSA3.04CHECKEDSHEET TITLESHEET NUMBERJOB No.DRAWN23-013 No.ISSUANCEDATE
REN. 12-31-25NO. C-33677I OHLCRSTOTEACFALIEDESNESTCVE.KAAIFORNITHTCGNE

STEVE HONG

CONSULTANTS
AMERICAN CONTRACTORS, INC.404 WEST BLUERIDGE AVE.ORANGE, CA 92865DIRECT: 714-282-5700ATTN: LAURA [email protected] ENGINEER

STEVE HONG
S T E V E K H O N G A R C H I T E C T4 0 0 0 W E S T E R L Y P L A C E S U I T 1 0 0N E W P O R T B E A C H C A L I F O R N I A 9 2 6 6 0PROJECT MANAGER: STEVE HONG714 - 822 - 1171, [email protected] DARIN FONG AND ASSOCIATES3230 E. IMPERIAL HWY SUITE 302BREA, CA 92821DIRECT: 951-219-2849EMAIL: [email protected]: DARIN FONGSTRUCTURAL ENGINEERMECHANICAL ENGINEER

PLUMBING ENGINEERELECTRICAL ENGINEER
GEOTECHNICAL ENGINERSOUTHERN CALIFORNIA GEOTECHNICAL22885 SAVI RANCH PKWY SUITE EYORBA LINDA, CA 92887714-685-1115EMAIL: [email protected]: ROBERT G TRAZO AIR CONTROL SYSTEMS INC.1940 S. GROVE AVE.ONTARIO, CA 91761DIRECT: 949-450-1229EMAIL: [email protected]: CHAD WILLIAMSGREGG ELECTRIC608 W. EMPORIA STREETONTARIO, CA 91762DIRECT: 909-983-1794EMAIL: [email protected]: JOHN BRENNANKIMLEY-HORN | 3801 UNIVERSITY AVE,SUITE 300 RIVERSIDE, CA 92501DIRECT: 619-744-0144|MOBILE: 619-300-5087ATTN: DAVIE [email protected]

GENERAL NOTES
1KEYNOTESCONCRETE TILT PANEL JOINT - DETAIL 2/A6.02 AND NOTE 10 IN GENERAL NOTES2PAINTED CONCRETE REVEAL - DETAIL 1/A6.0239' X 10' OVER HEAD DOCK HIGH DOOR - SEE SHEET A5.01412' X 14' OVER HEAD GRADE LEVEL DOOR - SEE SHEET A5.015ALUMINUM STOREFRONT GLAZING SYSTEM - DETAIL 12/A6.02 AND SEE GLAZINGLEGEND BELOW63'X7' HOLLOW METAL DOOR AND FRAME WITH COMPLETE WEATHER STRIPPING -SEE SHEET A5.017

GLAZING LEGEND

1.ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTEDOTHERWISE.2.ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.3.STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BEDESIGNED TO RESIST WIND EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMITSHOP DRAWINGS PRIOR TO INSTALLATION.4.TOP AND BACK SIDE OF PARAPETS TO HAVE SMOOTH SACKED FINISH AND BEPAINTED WITH ELASTOMERIC PAINT.5.FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH BYPROVIDING A MINIMUM 34" DIAMETER HOLE ON THE CORNER. DO NOT CORE DRILL,USE PVC PIPE DURING CASTING OF CONCRETE PANEL. REMOVE PVC AND SACKSMOOTH AND DAMAGES.6.USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.7.PROVIDE SINGLE COAT OF PRIMER (ROLLED ON) FOLLOWED UP WITH FIRST COAT OFPAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED ON. PROVIDETHIRD LAYER REQUIRED TO ACHIEVE FULL COLOR SATURATION AS REQUIRED.8.WATER BLAST EXTERIOR FACE OF BUILDING WALLS PRIOR TO PAINT.9.ALL CONCRETE PANEL JOINTS SHALL BE CLEARED OF DEBRIS BY PRESSURINGWASHING THE CAVITY. GRIND ANY SHARP EDGES PRIOR TO APPLY PANEL CAULKJOINT.10.ALL EXTERIOR DOORS AND LOUVERS SHALL BE FABRICATED AND WEATHERSTRIPPED TO WITHSTAND WIND EXPOSURE "C"11.CONTRACTOR TO PROVIDE MOCK UP PAINT AND FINISHES FOR OWNER ANDARCHITECT'S APPROVAL PRIOR TO COMMENCING THE WORK.12.ALL FINISH MATERIAL SUCH AS ADHESIVES, SEALANTS, PRIMERS AND CAULKS SHALLCOMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITYMANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOCLIMITS AS SHOWN ON TABLE 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALLCOMPLY WITH RULE 1168 PROHIBITION ON THE USER OF CERTAIN TOXICCOMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYELNE CHLORIDEPERCHOLROETHYLENE AND TRICHLOROETHYELE) EXCEPT FOR AEROSOL PRODUCTSAS SPECIFIED IN BELOW.13.AEROSOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT ORCAULKING COMPOUNDS (IN UNITS OF PRODUCTS, LESS PACKAGING, WHICH DO NOTWEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUIDOUNCES) SHALL COMPLY WITH STATE WIDE VOC STANDARDS AND OTHERREQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS.CONCRETE TILT UP WALL, SEE PAINT AND FINISH LEGEND BELOW. WATERPROOF ALLWALLS WHERE GRADE IS HIGHER AND EXPOSED TO THE WEATHER ONE SIDE. WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A MINIMUM OF 6" OFGRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND DAYLIGHT TO CURB OR TAKE TOSTORM DRAIN. 4'X8' PAINTED METAL LOUVER, REFER TO MECHANICAL FOR SECURITY BARREQUIREMENTS - DETAIL 11/A6.028BUILDING ADDRESS PER FIRE DEPARTMENT STANDARDS.18"H X 2" THICK HIGHDENSITY FOAM "HELVATIC BOLD" LETTER WITH 116" PVC BLACK FACE. EPOXY TOWALL9

COLOR / FINISH LEGEND
LED LIGHT FIXTURE PER ELECTRICAL. CENTER ON WALL CONCRETE WALL PANEL,ABOVE AND CENTERED ON DOORS, BETWEEN REVEALS ETC. UNLESS NOTEDOTHERWISE10CONCRETE RAMP WALL 42" HIGH PER STRUCTURAL11CONCRETE FILLED BOLLARD - 7/A6.0112ROOF SHEATHING BEYOND PER STRUCTURAL131415INTERIOR DRAIN AND OVERFLOW DRAIN BEYOND. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 9/A6.10161718NOT USED.CONCRETE STAIR - 1, 2/A6.0319KNOCK OUT PANEL PER STRUCTURAL TEMPERED VISION GLASSTEMPERED CONCRETE BACKED SPANDREL GLASSOFFICE / POTENTIAL OFFICE AREAS:VITROGLAZING, VISTACOOL (2) PACIFICA + SOLARBAN 60 (3)VLT: 26, SHGC: 0.22, U VALUE: 0.291" INSULATED UNIT WITH 12" AIRSPACE AND (2) 14" UNITSWAREHOUSE GLAZING AREA:SINGLE PANE 14" VITROGLAZING VISTALCOOL PACIFICA.SINGLE PANE 14" VITROGLAZING VISTACOOL PACIFICWITH HARMONY BLUE OPACI COAT

WOOD SIDINGNICHIHA VINTAGE WOOD FIBER CEMENT - CEDARFOLLOW MFR RECOMMENDED INSTALLATION ALL STONE VENEERS SHALL EXTEND MINIMUM 2" BELOW FINISH GRADE. CHECKCIVIL DRAWINGS TO VERIFY THE EXTENT. VENEERS SHALL EXTEND BACK TO ANYCEILING SOFFITS AND PANEL RETURNS WHERE LOCATED. 2 DIMENSIONALDRAWINGS HAS LIMITATION. THE INTENT IS FOR THE VENEERS TO BE APPLIED TOAN ENTIRE ELEMENT AND NOT JUST THE FACE AS SHOWN ON THE DRAWINGS.

STONE VENEER - DEKTONTK06 MARMORIOBEAD BLAST SUBSTRATE (CONCRETE PANEL) AND PROVIDE POLYMER MODIFIEDMORTAR ANSI A118.4 OR ANSI 118.15). FOLLOW MFR RECOMMENDED INSTALLATIONHSS EYEBROW CANOPY - HIGH PERFORMANCE PAINTEDSW 7005 PURE WHITE HSS EYEBROW CANOPY - DETAIL 8/A6.02
20ARCHITECTURAL CANOPY - REYNOBOND COLORWELD 500, PURE WHITE - DETAIL20/A6.02 PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) WINTER WHITEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 2 - -R2 - 1 - -Y1 - 1 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) MORTAR GREYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 60 - -N1 - 38 - -R2 - 3 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) ARCHITECTURE GREYULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 4 8 - -W1 6 25 - -R2 - 10 - -Y3 - 21 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) EFFERVESCENT BLUEULTRADEEP BASECEE*COLORANT OZ 32 64 128B1 - 10 - -W1 - 12 - -L1 8 35 - -R3 2 7 - - PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) PALE BLUEEXTRA WHITE BASECEE*COLORANT OZ 32 64 128L1 - 22 1 1R3 - 10 - -PAINTED CONCRETE - EXTERIOR PAINTSHERWIN WILLIAMS (CUSTOM MATCH) FOGGY DAYEXTRA WHITE BASECEE*COLORANT OZ 32 64 128B1 - 15 - -N1 - 10 - -R2 - 1 - - INTERIOR DRAIN AND OVERFLOW SCUPPERS. SEE SITE PLAN FOR DRAINTHROUGH CURB LOCATION - DETAIL 14/A6.10 SCALE2 ENLARGED EAST ELEVATION1/8" = 1'-0"
1/8" = 1'-0"SCALE1 ENLARGED NORTH ELEVATION

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