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JJKK(114) <br />(112) <br />- <br />TTTTT T <br />T TT <br />T <br />T <br />DN <br />UP <br />DN <br />UP <br />UP <br />UP <br />DN <br />UP <br />DN <br />UP <br />A3.02 <br />A3.01 <br />A3.012 <br />1 <br />1 <br />17 <br />17 <br />A A <br />16 <br />16 <br />15 <br />15 <br />14 <br />14 <br />13 <br />13 <br />12 <br />12 <br />11 <br />11 <br />10 <br />10 <br />9 <br />9 <br />8 <br />8 <br />7 <br />7 <br />6 <br />6 <br />5 <br />5 <br />4 <br />4 <br />3 <br />3 <br />2 <br />2 <br />1 <br />1 <br />B B <br />C C <br />D D <br />E <br />E <br />F F <br />G <br />G <br />H H <br />J J <br />K K <br />L <br />L <br />M M <br />N N <br />A3.02 <br />3 <br />A3.02 <br />41 <br />A4.01 <br />1 <br />A4.01 <br />2 <br />A4.01 <br />3 <br />A4.01 <br />3 <br />A4.01 <br />3 <br />A4.10 <br />2 <br />A4.11 <br />2 <br />A4.10 <br />1 <br />A4.11 <br />1 <br />A4.10 <br />14.4 <br />14.4 <br />230 SF <br />LANDSCAPE <br />STOR <br />1083 <br />168 SF <br />JANITOR STOR <br />1077 <br />132 SF <br />STOR <br />1078 <br />208 SF <br />STOR <br />1075 <br />488 SF <br />STOR <br />1076 <br />146 SF <br />BIKE <br />1080 <br />6% DN6% UPR-48 <br />R-64R-62 R-66 R-68 R-70 R-72 R-74 R-76 R-78 R-80 R-82 R-84 R-86R-60 <br />R-49 R-50 R-51 R-52 R-53 R-54 R-55 R-56 R-57 R-58 R-59R-47R-46R-43R-42R-41R-40R-39R-38R-37R-36R-35R-34R-33 <br />R-31 R-29 R-27 R-25 R-23 R-21 R-19 <br />R-81 R-83 R-85 R-87R-30 R-65R-63 R-67 R-69 R-71 R-73 R-75 R-77 R-79R-61R-28 R-26 R-24 R-22 R-20 <br />R-06 R-05 R-04 R-03 R-02 R-01R-08 <br />R-09R-10R-11R-12R-13R-14R-15 <br />R-07 <br />RT-41RT-40RT-39RT-38 RT-42 RT-43 RT-44 RT-45 RT-46 RT-47 RT-48 RT-49 RT-50 RT-51 RT-52 RT-53 <br />RT-36RT-37 RT-35 RT-34 RT-33 RT-32 RT-31 RT-30 RT-29 RT-28 RT-27 RT-26 RT-25 RT-24 RT-23 RT-22 RT-21 <br />RT-20 RT-19 RT-18 RT-17 RT-16 RT-15 RT-14 RT-13 RT-12 <br />RT-08 <br />RT-05 <br />RT-06 <br />RT-11 <br />RT-01 <br />RT-02 <br />RT-04 <br />RT-03 <br />RT-09 <br />RT-10 <br />R-17 <br />R-18 <br />? <br />R-45R-44 <br />R-32 <br />RT-07459 SF <br />TRASH <br />1081 <br />780 SF <br />ELECTRICAL <br />ROOM <br />1071 <br />349 SF <br />STAIR 2 <br />1070 <br />309 SF <br />INVERTER <br />1069 <br />175 SF <br />FIRE PUMP <br />1068 <br />270 SF <br />MPOE <br />1067 <br />577 SF <br />MAIN ELEC <br />1066 711 SF <br />TRASH <br />1064 <br />F.C.C <br />1062 <br />191 SF <br />STAIR 1 <br />1060 <br />435 SF <br />FAN ROOM <br />1073 <br />44 SF <br />ELEV MACH <br />1059 <br />472 SF <br />MAIL/PARCEL <br />1103 <br />89 SF <br />COPY/KEY <br />1105 <br />1305 SF <br />LEASING <br />1058 <br />4222 SF <br />RETAIL <br />1001 <br />2123 SF <br />RETAIL <br />1053 <br />964 SF <br />UNIT LW-01 <br />1054 <br />962 SF <br />UNIT LW-01 <br />1055 <br />963 SF <br />UNIT LW-01 <br />1056 <br />964 SF <br />UNIT LW-01 <br />1057 <br />126 SF <br />OFFICE <br />1102 <br />74 SF <br />RESTRM <br />1101 <br />220 SF <br />STAIR 4 <br />1084 <br />376 SF <br />CORRIDOR <br />1085 <br />49 SF <br />VEST <br />1086 <br />78 SF <br />STOR <br />1087 <br />151 SF <br />STAIR 3 <br />1079 <br />24195 SF <br />VISITOR <br />PARKING <br />1063 <br />203 SF <br />ELEV LOBBY 4 <br />1082 <br />20723 SF <br />RESIDENTIAL <br />PARKING <br />1090 <br />8183 SF <br />RESIDENTIAL <br />PARKING <br />1096 <br />125 SF <br />ELEV LOBBY 2 <br />1074 <br />153 SF <br />ELEV LOBBY 1 <br />1061 <br />379 SF <br />ENTRY VEST <br />1100 <br />STAIR 5 <br />1104/MATCH LINE1A2.28/MATCH LINE1A2.25/MATCH LINE1A2.27/MATCH LINE1A2.26/ <br />MATCH LINE <br />1A2.28 <br />/ <br />MATCH LINE <br />1A2.25 <br />/ <br />MATCH LINE <br />1 A2.2625' - 0 3/4" <br />LINE OF LEVEL <br />ABV. <br />1:12 <br />1:12 <br />346 SF <br />STOR <br />1088 <br />TRANSFORMER <br />TRANSFORMER FIRE TRUCK STAGING AREAA5.32 <br />2 <br />A5.32 <br />7 <br />A5.33 <br />2 <br />A5.34 <br />7 <br />A5.34 <br />2 <br />A5.31 <br />2 <br />A5.10 <br />1 <br />3 <br />A4.11 <br />9' - 9 3/4"5%5%A6.4110 <br />A6.41 <br />9 <br />A6.418 <br />A6.417 <br />A6.416 <br />A6.415 <br />A6.41 <br />1 <br />A6.412 <br />A6.41 <br />3 <br />A6.42 <br />1 <br />5' - 9 3/4"A5.24 <br />1 <br />434' - 10" <br />39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11"244'-5 1/4"34'-0"16'-5"29'-7"28'-8"4'-10"15'-2"29'-8"15'-2"3'-4"12'-0"29'-2"26'-5 1/4"/ <br />MATCH LINE <br />1 A2.23 <br />1 <br />4 <br />4 <br />4 18' - 0"23' - 6"55' - 0"23' - 6"37' - 0"24' - 0"20' - 5 1/8"7' - 0"27' - 1" <br />STAIRCASE ON A <br />SEPARATE PERMIT <br />CONCRETE WALL <br />CMU WALL <br />3 HR. RATED WALL/PARTY WALL <br />2 HR. RATED SHAFT WALL <br />1 HR. RATED PARTY WALL <br />1 HR. RATED CORRIDOR WALL <br />INTERIOR WALL W/ WOOD STUD W/ ONE <br />LAYER GYP. BD. ON EACH SIDE <br />SYMBOL DESCRIPTION DETAIL <br />FLOOR DRAIN <br />REFER TO CIVIL & PLUMBING PLANS <br />EMERGENCY DRAIN <br />REFER TO CIVIL & PLUMBING PLANS <br />SURFACE MOUNTED FIRE EXTINGUISHER <br />CABINET. REFER TO DETAILS XX SHEET A-X.XX <br />FD <br />ED <br />FINISH FLOOR <br />ELEVATION <br />+0'-0" <br />DOOR TAG, REFER TO DOOR SCHEDULE, <br />SHEET A.62.1 <br />WINDOW ASSEMBLY, REFER TO WINDOW <br />SCHEDULE SHEET A.x.xxX-0 <br />X-0 <br />SPOT ELEVATION AT SLOPED <br />FLOOR <br />+0'-0" <br />STOREFRONT SYSTEM, REFER TO <br />SCHEDULE SHEET A.x.xxS-X <br />RECESSED FIRE EXTINGUISHER CABINET <br />REFER TO DETAILS X SHEET A-X.XX <br />STAND PIPE PER FIRE SPRINKLER <br />DRAWINGS <br />SFEC <br />RFEC <br />14/A7.31 <br />3 /A7.31 <br />10 /A7.31 <br />7 /A7.31 <br />RENEWAL <br />DATE <br />RCHITE <br />CTDESNECIL A <br />A L IF ORNIA <br />FOETATSC <br />JOHNNY C. LU <br />C-30396 <br />6/30/2023 <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.Job No.: <br />Drawn: <br />Checked: <br />BID Date:411 EAST HUNTINGTON DRIVESUITE 308ARCADIA, CALIFORNIA 91006PHN: (626) 446-5300TAG design worksSHEET # <br />SHEET TITLE:200 N. CABRILLO, SANTA ANA, CA 92701ARCHITECT:PROJECT ADDRESS:THE MADISON3/28/2022 DD SET <br />4/22/2022 100% DD <br />1ST BUILDING DEPT SUBMITTAL 05-31-20225/31/2022 1ST PLAN CHECK <br />Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt <br />FLOOR PLAN <br />LEVEL 1 <br />A2.01 <br />GENERAL NOTES <br />XKEY NOTES <br />1/16" = 1'-0"1LEVEL 1 <br />Date Issues / Revisions: <br />LEGEND <br />SYMBOL DESCRIPTION Detail <br />1 <br />ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. <br />* = WITH THE STRETCHER REQUIREMENTS OF <br />BUILDING CODE 3002.4. PROVIDE STANDBY <br />POWER(UNDER SEPARATE PERMIT) <br />2 <br />FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA <br />13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED <br />SUBMITTAL) <br />3 LINE OF CANOPY ABOVE <br />4 LINE OF SOFFIT ABOVE <br />5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1 <br />AND SPEC'S. <br />6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT <br />TRASH CHUTE <br />7 ELECTRICAL/TELEPHONE <br />8 METAL RAILING SYSTEM- 42" A.F.F. MIN. <br />9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE <br />SPRINKLERS <br />10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X" <br />GYPSUM BOARD <br />11 <br />FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT <br />10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL <br />SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS <br /> FIBER OR OTHER APPROVED NON-RIGID <br />MATERIALS. (2019 CBC SECTION 718.2) <br />12 GYPSUM CONCRETE OVER STRUCTURAL PANEL <br />SUB FLOOR <br />13 STRUCTURAL PANEL FLOOR DECK PER <br />STRUCTURAL <br />14 WALL PENETRATION, SEE DETAILS ON SHEETS <br />Ax.xx <br />15 FRAMING PER STRUCTURAL DRAWINGS <br />16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL <br />AX.X <br />17 <br />WHERE ROOF/CEILING FRAMING ELEMENTS ARE <br />PERPENDICULAR TO THE WALL, THE ENTIRE SPAN <br />OF SUCH ROOF/CEILING FRAMING SHALL BE OF <br />1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE <br />FRAMING AND ELEMENTS THAT SUPPORT THE <br />ABOVE MENTIONED ROOF/CEILING FRAMING SHALL <br />ALSO BE 1-HOUR CONSTRUCTION MINIMUM <br />18 <br />PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY <br />BETWEEN WOOD FRAMING AND "H" STUDS FOR <br />WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO <br />44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C. <br />VERTICALLY BETWEEN WOOD FRAMING AND "H" <br />STUDS, TYP. MEASURED FROM BOTTOM OF ROOF <br />SHEATHING <br />19 FIRE RETARDANT TREATED PLYWOOD- REFER TO <br />STRUCT DRAWING FOR NAILING REQ. <br />20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH <br />SIDES <br />21 <br />WHERE ROOF/CEILING FRAMING ELEMENTS ARE <br />PERPENDICULAR TO THE WALL, <br />THE ENTIRE SPAN OF SUCH ROOF/CEILING <br />FRAMING SHALL BE OF 1-HOUR <br />FIRE-RESISTIVE CONSTRUCTION. THE FRAMING <br />AND ELEMENTS THAT SUPPORT <br />THE ABOVE MENTIONED ROOF/CEILING FRAMING <br />SHALL ALSO BE 1-HOUR CONSTRUCTION MIN. <br />  <br />  <br />City Council 29 – 40 11/19/2024