Laserfiche WebLink
DN <br />DN <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 <br />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 />4 <br />A3.03 <br />1 <br />A3.03 <br />3 <br />A3.032 <br />A3.034 A3.03 5 <br />1 <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 />1493 SF <br />UNIT 3B-01 <br />5001 <br />535 SF <br />UNIT ST-01 <br />5002 <br />531 SF <br />UNIT ST-01 <br />5003 <br />759 SF <br />UNIT 1B-03 <br />5004 <br />973 SF <br />UNIT 2B-02 <br />5005 <br />774 SF <br />UNIT 1B-06 <br />5006 <br />972 SF <br />UNIT 2B-02 <br />5007 <br />671 SF <br />UNIT 1B-02 <br />5008 <br />677 SF <br />UNIT 1B-02 <br />5009 <br />693 SF <br />UNIT 1B-02 <br />5010 <br />698 SF <br />UNIT 1B-02 <br />5011 <br />1126 SF <br />UNIT 2B-01 <br />5012 <br />1121 SF <br />UNIT 2B-01 <br />5013 <br />688 SF <br />UNIT 1B-02 <br />5014 <br />727 SF <br />UNIT 1B-01 <br />5015 <br />912 SF <br />UNIT 1B-04 <br />5016725 SF <br />UNIT 1B-01 <br />5017 <br />538 SF <br />UNIT ST-01 <br />5018 <br />762 SF <br />UNIT 1B-03 <br />5019 <br />537 SF <br />UNIT ST-02 <br />5020 <br />721 SF <br />UNIT 1B-01 <br />5021 <br />709 SF <br />UNIT 1B-01 <br />5022 <br />777 SF <br />UNIT 1B-03 <br />5023 <br />754 SF <br />UNIT 1B-03 <br />5024 <br />526 SF <br />UNIT ST-02 <br />(SIM.) <br />5025 <br />532 SF <br />UNIT ST-02 <br />(SIM.) <br />5026 <br />543 SF <br />UNIT ST-01 <br />5027 <br />531 SF <br />UNIT ST-01 <br />5028 <br />553 SF <br />UNIT ST-01 <br />5029 <br />704 SF <br />UNIT 1B-01 <br />5030 <br />732 SF <br />UNIT 1B-01 <br />5031 <br />726 SF <br />UNIT 1B-01 <br />5032 <br />411 SF <br />STOR <br />5033 <br />725 SF <br />UNIT 1B-01 <br />5034 <br />721 SF <br />UNIT 1B-01 <br />5035 <br />701 SF <br />UNIT 1B-01 <br />5036 <br />1144 SF <br />UNIT 2B-01 <br />5037 <br />538 SF <br />UNIT ST-01 <br />5038 <br />716 SF <br />UNIT 1B-01 <br />5039 <br />721 SF <br />UNIT 1B-01 <br />5040 <br />720 SF <br />UNIT 1B-01 <br />5041 <br />724 SF <br />UNIT 1B-01 <br />5042 <br />1115 SF <br />UNIT 2B-01 <br />(SIM.) <br />5043 <br />1114 SF <br />UNIT 2B-01 <br />5044 <br />541 SF <br />UNIT ST-01 <br />5045 <br />1117 SF <br />UNIT 2B-01 <br />5046 <br />766 SF <br />UNIT 1B-01 <br />(SIM.) <br />5047 <br />883 SF <br />UNIT 1B-04 <br />5048 <br />718 SF <br />UNIT 1B-01 <br />5049 <br />680 SF <br />UNIT 1B-02 <br />5050 <br />718 SF <br />UNIT 1B-01 <br />5051 <br />821 SF <br />UNIT 1B-05 <br />5052 <br />979 SF <br />UNIT 2B-02 <br />5053 <br />1048 SF <br />UNIT 2B-03 <br />5054 <br />224 SF <br />CORRIDOR <br />5055 <br />207 SF <br />STAIR 1 <br />5056 <br />155 SF <br />ELEV LOBBY 1 <br />5057 <br />901 SF <br />CORRIDOR <br />5059 <br />42 SF <br />STOR <br />5060 <br />33 SF <br />STOR <br />5061 <br />726 SF <br />CORRIDOR <br />5062 <br />168 SF <br />STAIR 2.1 <br />5063 <br />28 SF <br />ELEC <br />5064 <br />136 SF <br />ELEV LOBBY 2 <br />5065 <br />35 SF <br />STOR <br />5082 <br />1101 SF <br />CORRIDOR <br />5066 <br />392 SF <br />STOR <br />5067 <br />61 SF <br />ELEC <br />5070 <br />757 SF <br />CORRIDOR <br />5068 <br />458 SF <br />STOR <br />5058 <br />801 SF <br />CORRIDOR <br />5072 688 SF <br />CORRIDOR <br />5073 <br />226 SF <br />ELEV LOBBY 4 <br />5074 <br />163 SF <br />STOR <br />5075 <br />50 SF <br />TRASH <br />5076 <br />665 SF <br />CORRIDOR <br />5077 <br />60 SF <br />STOR <br />5078 <br />191 SF <br />STAIR 4 <br />5080 <br />42 SF <br />STOR <br />5083 <br />43 SF <br />STOR <br />5084 <br />301 SF <br />STAIR 3 <br />5069 <br />41 SF <br />STOR <br />5081 <br />HORIZONTAL EXIT/MATCH LINE1A2.44/MATCH LINE1A2.41/MATCH LINE1A2.43/MATCH LINE1A2.42/ <br />MATCH LINE <br />1A2.44 <br />/ <br />MATCH LINE <br />1 A2.43 <br />/ <br />MATCH LINE <br />1A2.41 <br />/ <br />MATCH LINE <br />1 A2.42 <br />--- <br />- <br />3 <br />A4.11 <br />7' - 7 5/8"A5.02 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"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 5 <br />A2.051/16" = 1'-0"1LEVEL 5 <br />GENERAL NOTES <br />XKEY NOTES <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 – 44 11/19/2024