Laserfiche WebLink
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 E <br />F F <br />G 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 />14.4 <br />14.4 <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"DENOTES ROOF AND OVERFLOW <br />DRAIN. REFER TO DETAIL 1/A.76.7 <br />CONDENSERS PER MECHANICAL. <br />REFER TO 17/A-76.7 FOR CONDENSER <br />PAD FRAMING DETAIL <br />2' x 2' ACCESS PADS <br />4' NO PENETRATION ZONE AT FIRE <br />WALLS <br />DOWNSPOUT CONNECT TO CIVIL <br />STORM SYSTEM. SEE PLUMBING AND <br />CIVIL DRAWINGS. <br />ROOF TIEBACK ANCHOR <br />(REFER TO STRUCTURAL & <br />MANUFACTURE FACADE ACCESS) <br />DS <br />FIREWALL <br />SOLAR PANEL AREA CALCULATIONS <br />FUTURE SOLAR PANEL <br />LOCATIONS--- SF <br />$ <br />FUTURE CONTROL SWITCH <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ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.Job No.: 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 />UPPER ROOF <br />A2.091/16" = 1'-0"1UPPER ROOF <br />GENERAL NOTES <br />XKEY NOTES <br />Date Issues / Revisions: <br />ROOF LEGEND <br />1.SEE BUILDING ENVELOPE DRAWINGS FOR <br />WATERPROOFING/FLASHING DETAILS. <br />2.SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN <br />TERMINATION. <br />3.SEE DETAILS ON A7.11 FOR ROOF ASSEMBLIES. <br />4.VERIFY MANUFACTURER REQUIRED CLEARANCES FOR <br />CONDENSERS PRIOR TO LOCATING PLATFORMS. <br />5. A COPY OF THE CONSTRUCTION DOCUMENTS OR A <br />COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM <br />ENERGY CODE SECTIONS 110.10(b) THROUGH 110.10(c) SHALL BE <br />PROVIDED TO THE OCCUPANT. <br />6. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRA LAYER <br />WITH R/C CHANNEL PER ACOUSTICAL REPORT <br />7.ROOF SHALL CONTAIN >R-38 INSULATION. <br />8. AT SLOPES < 2:12: FULLY-ADHERED 60 MIL SINGLE PLY <br />POLYVINYL-CHLORIDE (PVC) ROOFING, JOHN MANSVILLE. CERTIFIED <br />CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY; SRI VALUE OF <br />79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.63 AND A <br />THERMAL EMITTANCE OF AT LEAST 0.75. AGED SOLAR RELFECTANCE > <br />0.7 AND THERMAL EMITTANCE >0.82. SEE ROOF PLAN AND <br />WATERPROOFING DRAWINGS. <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 – 48 11/19/2024