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30x48 <br />5'-0"10'-8" <br />2' <br />- <br />6 <br />" <br />27 <br />" <br /> <br />M <br />I <br />N <br />. <br />CL <br />E <br />A <br />R <br />9" <br />28 <br />" <br /> <br />M <br />I <br />N <br />34 <br />" <br /> <br />M <br />A <br />X <br />. <br />19" <br />MIN. <br />2'-6"2'-6"2'-10"2'-6"2'-6"2'-10" <br />3' <br />- <br />6 <br />" <br />EQ EQ <br />2'-6" <br />34 <br />" <br /> <br />M <br />A <br />X <br />2' <br />- <br />3 <br />" <br />5'-0"10'-8" <br />+34"+42" <br />PLAN VIEW <br />SECTION (ADA)ELEVATION SECTION <br />30"W X 24"H <br />CLEAR SPACE <br />ACCESSIBLE TABLE <br />WILL BE ATTACHED TO <br />THE COMMUNITY TABLE <br />30"W X 24"H <br />CLEAR SPACE <br />COMMUNITY TABLE <br />INSTALLED BY <br />MILLWORK VENDOR <br />POP-UP RECEPTACLES. <br />SEE ELECTRICAL <br />POP-UP RECEPTACLES. <br />SEE ELECTRICAL <br />A8.2 <br />3 <br />A8.2 <br />4 <br />SCALE <br />1/2" = 1'-0"COMMUNITY TABLE WITH ADA 2 <br />DE <br />T <br />A <br />I <br />L <br />S <br />A8.2 <br />S H E E T N U M B E R <br />A2641 <br />Pl <br />o <br />t <br />t <br />e <br />d <br />: <br /> <br />10 <br />/ <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />1 <br />: <br />0 <br />2 <br /> <br />P <br />M <br /> ( <br />la <br />u <br />r <br />e <br />) <br /> <br />F <br />i <br />l <br />e <br />: <br /> <br />21 <br />_ <br />a <br />2 <br />6 <br />4 <br />1 <br />_ <br />a <br />8 <br />. <br />1 <br />_ <br />d <br />e <br />t <br />a <br />i <br />l <br />s <br />. <br />d <br />w <br />g <br />PROJECT NUMBER <br />2025.10.03 <br />DATE <br />R E V I S I O N S <br />S T A M P <br />SHEETS BEARING THIS SEAL AND WET SIGNATURE <br />ARE AUTHENTICATED. RESPONSIBILITY FOR ALL <br />OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS <br />ARE DISCLAIMED. <br />P <br />R <br /> <br />O <br /> <br />J <br /> <br />E <br /> <br />C <br /> <br />T <br />L <br />O <br /> <br />C <br /> <br />A <br /> <br />T <br /> <br />I <br /> <br />O <br /> <br />N <br />C O N S U L T A N T <br />S <br />H <br /> <br />E <br /> <br />E <br /> <br />T <br /> <br /> <br /> <br />T <br /> <br />I <br /> <br />T <br /> <br />L <br /> <br />E <br />C COPYRIGHT 2025 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL. <br />16 <br />0 <br />1 <br /> <br />N <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <br />T <br />, <br />SA <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 />6 <br />Kevin MacDonald <br />801 University Avenue <br />San Diego, CA 92103 <br />kevin.macdonald@betterbuzzcoffee.com <br />9431 HAVEN AVENUE, SUITE 212 <br />RANCHO CUCAMONGA, CA 91730 <br />P. 909.259.9971 | F. 909.944.8409 <br />www.AmorArch.com <br />WEST COAST | CENTRAL | EAST COAST <br />SHEETS BEARING THIS SEAL AND WET SIGNATURE <br />ARE AUTHENTICATED. RESPONSIBILITY FOR ALL <br />OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS <br />ARE DISCLAIMED. <br />TE <br />STA RN <br />FOAOCFLI <br />AI <br />LICENSED ARCHITECTWILLIAA.AMOR <br />DATE <br />8/31/2027 <br />M <br />C - 24421 <br />RENEWAL <br />DATE SIGNED: 10/03/2025 <br />1 1/24/25 PLAN CHECK CORRECTIONS <br />2 4/1/25 PLAN CHECK CORRECTIONS <br />3 5/2/25 PLAN CHECK CORRECTIONS <br />4 10/3/25 CHANGE BULLETIN <br />FIN. FLR. <br />0'-0" <br />COMMUNITY TABLE <br />SECTION 1" = 1'-0" <br />SCALE <br />NOTE: <br />1.GENERAL CONTRACTOR TO COORDINATE w/ OWNER FOR LED REQUIREMENTS <br />2.ALL WELDS TO BE SHOP WELDS. ANY FIELD WELDING WILL REQUIRE INSPECTION. <br />CONT. METAL T&B TRACK <br />HSS 4 x2x3/16" @ 4'-0" O.C. <br />CONT. 1/2" THICK PLATE <br />(E) CONC. SLAB <br />.145" x 1 1/4" MIN. HILTI X-U <br />FASTENERS @ 16" O.C. MAX. <br />ESR 2269, LARR 25675 <br />1" <br />1" <br />6" SQ.X1/2" BASE PLATE <br />HSS 4x2x3/16" <br />A PLAN VIEW <br />1/4 <br />3" <br /> <br />M <br />I <br />N <br />. <br />EM <br />B <br />E <br />D <br />PROVIDE POWER <br />FOR RECEPTACLE <br />2'-6" <br />TABLETOP6"℄ <br />TOP & <br />BOT.1/4 <br />1'-0"1'-0" <br />3' <br />- <br />6 <br />" <br />34 <br />" <br /> <br />M <br />A <br />X <br />. <br />28 <br />" <br /> <br />M <br />I <br />N <br />FINISH FLOOR <br />0'-0" <br />CONC. FLOOR <br />ACCESSIBLE COMMUNITY <br />TABLE SECTION 1" = 1'-0" <br />SCALE <br />PROVIDE POWER <br />FOR RECEPTACLE <br />2'-6" <br />CONT. METAL TOP & <br />BOTTOM TRACK <br />1'-3"1'-3" <br />TABLETOP6" <br />CONT. 1/2" THICK PLATE℄ <br />TOP & <br />BOT. <br />HSS 4x2x3/16" @4'-0" O.C. <br />6" SQ.x1/2" BASE W/ <br />DRILL AND (4) 1/2"Ø <br />EPOXY ANCHORS <br />(HILTI HIT-HY 200, <br />ICC ESR-3187) <br />3" <br /> <br />M <br />I <br />N <br />. <br />EM <br />B <br />E <br />D <br />1/4 <br />A <br />1" <br />1" <br />6" SQ.X1/2" BASE PLATE <br />HSS 4x2x3/16" <br />A PLAN VIEW <br />1/4 <br />NOTE: <br />FOR TOE & KNEE <br />CLEARANCES SEE SHEET T1.3 <br />1'-0"1'-0" <br />34 <br />4