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OCCUP. SEPARATION / FIRE PARTITION (PARTY WALL) <br />AT 3RD FLOOR <br />PARALLELPERPENDICULAR <br />OCCUP. SEPARATION / FIRE PARTITION (PARTY <br />WALL) AT 4TH TO 7TH FLOOR <br />OCCUP. SEPARATION / FIRE PARTITION (PARTY <br />WALL) AT ROOF1-HOUR ROOF ASSEMBLY1HR- ASSEMBLY ASSEMBLY1 HR FLOOR CEILING1 2 3 4 5 6 7 8 9 10 11 12 13 14 <br />15 16 17 18 19 20 <br />109 <br />21 <br />21 <br />6 <br />11 <br />2 <br />7 <br />8 <br />8 <br />15 <br />1 <br />15 <br />12 <br />13 <br />8 <br />2 <br />7 <br />8 <br />11 <br />3 <br />14 <br />7 <br />8 <br />5 <br />1 <br />14 <br />3-HOUR FIRE WALL AT 3RD FLOOR <br />NOTE: SEE BUILDING PLAN FOR LOCATIONS OF 3 HOUR FIRE WALLS <br />3-HOUR FIRE WALL AT 4TH TO 7TH FLOORS1-HR FLR./CLG.UNIT <br />PARALLEL JOIST <br />DIRECTIONS <br />UNITUNIT <br />NOTE: <br />WALL AND FLOOR SYSTEM IS RATED <br />55-59 STC BY THE "GYPSUM ASSOC, <br />SOUND CONTROL MANUAL", ANY <br />OPENINGS IN THE CONSTRUCTION FOR <br />PIPING, ELECT. OUTLETS AND DEVICES, <br />ETC. SHALL BE SEALED, LINED, <br />INSULATED OR OTHERWISE TREATED <br />TO MAINTAIN THE REQUIRED RATING, <br />SEE SHEETS <br />NOTE: <br />3 HOUR FIRE WALL ASSEMBLY TO CONTINUE TO OUTER EDGES OF <br />PROJECTING ELEMENTS <br />CONDITION AT ROOF: <br />FIRE WALL TO EXTEND TO UNDERSIDE OF ROOF SHEATHING. ROOF <br />FRAMING TO BREAK AT EITHER SIDE OF FIRE WALL. <br />PER 2019 CBC 706.6 EXCEPTION 2.2 <br />NO OPENINGS ALLOWED <br />WITHIN 4'-0" OF EACH SIDE OF THE FIRE WALL <br />PER 2019 CBC 706.6 EXCEPTION 2.2 <br />NO OPENINGS ALLOWED <br />WITHIN 4'-0" OF EACH SIDE OF THE FIRE WALL <br />3 -HOUR FIRE WALL AT ROOF LEVEL IF WALL EXCEEDS 10'-0" PROVIDE ADD'L. ASW CLIPSAX.XX <br />- <br />ASSEMBLY <br />3HR FIREWALL <br />ASSEMBLY <br />3HR FIREWALL <br />ASSEMBLY <br />3HR FIREWALL <br />5 <br />14 <br />16 <br />10 <br />4 <br />8 <br />1 <br />18 <br />20 <br />19 <br />2 <br />10 <br />1 <br />8 <br />16 <br />8 <br />18 <br />10 <br />9 <br />21 <br />2 <br />7 <br />16 <br />FOR INSULATION SCHEDULE, FIREBLOCKING, DRAFTSTOP & ACOUSTIC <br />INSTALLATION REQUIREMENTS, SEE SHEET A7.01 <br />SOUND CONTROL NOTES <br />COMMON VENTS OR DRAIN LINES IN PARTY WALL MAY BE CONNECTED <br />IN STACKED UNITS. <br />ALL WATER SUPPLY LINES WITHIN THE PROJECT SHALL BE ISOLATED FROM <br />WOOD, METAL AND OTHER FRAMING WITH PIPE ISOLATORS SPECIFICALLY <br />MANUFACTURED FOR THAT PURPOSE AND APPROVED FOR USE BY THE <br />DIRECTOR OF BUILDING AND SAFETY. ALL VERTICAL DRAINAGE LINES <br />WITHIN THE PROJECT SHALL BE ISOLATED FROM WOOD, METAL AND <br />OTHER FRAMING. <br />PERIMETER CAULK ALL FOUR SIDES OF PARTY WALL DRYWALL <br />(TOP, BOTTOM, AND SIDES) <br />1. <br />2. <br />3. <br />FOR ADDITIONAL INFORMATION, SEE SHEET A-70.14.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 />1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022 Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt <br />DEMISING & <br />FIRE WALL <br />ASSEMBLIES <br />A7.411 1/2" = 1'-0"51-HR FIRE PARTITION (DEMISING WALL) <br />1 1/2" = 1'-0"93-HR FIREWALL-SECTION <br />12" = 1'-0"1NOTES - FIRE WALL <br />FIRE WALL NOTES <br />SYMBOL DESCRIPTION <br />1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. * = WITH THE <br />STRETCHER REQUIREMENTS OF BUILDING CODE 3002.4. PROVIDE STANDBY <br />POWER(UNDER SEPARATE PERMIT) <br />2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA 13 FIRE SPRINKLER <br />SYSTEM DWG'S. (DEFERRED 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 AND SPEC'S. <br />6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT 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 SPRINKLERS <br />10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X" GYPSUM BOARD <br />11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT 10'-0" O.C. MAX. SPACING. <br />FIRE BLOCK MATERIAL SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS <br /> FIBER OR OTHER APPROVED NON-RIGID MATERIALS. (2019 CBC SECTION <br />718.2) <br />12 GYPSUM CONCRETE OVER STRUCTURAL PANEL SUB FLOOR <br />13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL <br />14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.xx <br />15 FRAMING PER STRUCTURAL DRAWINGS <br />16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL AX.X <br />17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE <br />WALL, THE ENTIRE SPAN OF SUCH ROOF/CEILING FRAMING SHALL BE OF <br />1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE FRAMING AND ELEMENTS <br />THAT SUPPORT THE ABOVE MENTIONED ROOF/CEILING FRAMING SHALL <br />ALSO BE 1-HOUR CONSTRUCTION MINIMUM <br />18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY BETWEEN WOOD FRAMING <br />AND "H" STUDS FOR WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO <br />44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C. VERTICALLY BETWEEN <br />WOOD FRAMING AND "H" STUDS, TYP. MEASURED FROM BOTTOM OF ROOF <br />SHEATHING <br />19 FIRE RETARDANT TREATED PLYWOOD- REFER TO STRUCT DRAWING FOR <br />NAILING REQ. <br />20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH SIDES <br />21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE <br />WALL, <br />THE ENTIRE SPAN OF SUCH ROOF/CEILING FRAMING SHALL BE OF 1-HOUR <br />FIRE-RESISTIVE CONSTRUCTION. THE FRAMING AND ELEMENTS THAT <br />SUPPORT <br />THE ABOVE MENTIONED ROOF/CEILING FRAMING SHALL ALSO BE 1-HOUR <br />CONSTRUCTION MIN. <br />X <br />Date Issues / Revisions: <br />  <br />  <br />City Council 29 – 133 11/19/2024