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D SECTION AT HOPPER AND DISCHARGE <br />NOTE: <br />PROVIDE AUTOMATIC FIRE <br />SPRINKLER IN TRASH ROOM <br />WILKINSON TYPE-A ROLLING <br />FIRE DOOR WITH 165 DEG F. <br />FUSIBLE LINK, SHOWN IN <br />CLOSED POSITION <br />CHUTE FRAME SUPPORT <br />WILKINSON STAINLESS <br />STEEL CLAD BOTTOM <br />HINGED, HAND OPERATED, <br />U.L. APPROVED 90 MIN., B- <br />LABEL INTAKE DOOR W/ 250 <br />DEG. MAXIMUM <br />TEMPERATURE RISE IN 30. <br />MIN.,SELF CLOSING AND <br />LATCHING WITH LEVER <br />OPERATOR. MAXIMUM 5 <br />LBS. OPERATING <br />PRESSURE REQUIRED TO <br />OPEN. <br />COAT CHUTE WITH <br />SOUNDCOAT GP-1 <br />C ELEVATION AT HOPPER <br />CHUTE DOOR FRAME <br />(90 MINUTE FRAME) <br />QUIET LATCHING <br />CHUTE DOOR <br />(90 MINUTE RATED) <br />CHUTE BEYOND <br />FINISH FLOOR <br />CHUTE DOOR OPERATOR. <br />DOOR HANDLES ARE <br />REQUIRED TO BE <br />ACCESSIBLE PER CBC <br />CHAPTER 11 <br />CHUTE <br />CHUTE HOPPER AT <br />DOOR BEYOND <br />B CHUTE SECTION AT CONCRETE FLOOR <br />SECTION B <br />FLOOR SLAB, SEE <br />STRUCTURAL DRAWINGS <br />VENTILATION SHAFT, SEE <br />MECHANICAL DRAWINGS <br />CAULK AIR TIGHT <br />UPPER GARAGE UPPER GARAGE <br />SHADED AREA INDICATES <br />CONCRETE FLOOR WITHIN <br />THE SHAFT AREA <br />1 HOUR RATED WALL <br />ASSEMBLY <br />TRASH DOOR PALM <br />PUSH BUTTON <br />2 HOUR RATED WALL <br />ASSEMBLY <br />2'-3"2'-3"2'-3"MAX. 40"MIN. <br />2'-0" <br />CHUTE DIAMETER <br />2'-0"WALL FINISH FACE <br />FLOOR SLAB OPENING <br />BELOW <br />FIRE SPRINKLER AT <br />EACH SHAFT AREA <br />A CHUTE PLAN AT CHUTE DOOR SECTION DSHAFT SHAFTSHAFT <br />2-HR RATED METAL <br />WALL ASSEMBLY <br />PROVIDE FURRING <br />HAT CHANNELS AS <br />REQUIRED <br />- <br />--- <br />8"4" <br />4" <br />4" <br />4" <br />24" DIAMETER TRASH <br />CHUTE <br />EXTERIOR GRADE PLYWOOD <br />WATERPROOFING PER <br />WATERPROOFING <br />DRAWINGS <br />GALVANIZED IRON SHEET <br />METAL FLASHING <br />SOLDERED TO TRASH <br />CHUTE, PER <br />WATERPROOFING <br />DRAWINGS <br />GALVANIZED SHEET METAL <br />FLASHING UPSIDE DOWN METAL <br />PAN. FIELD VERIFY DIMENSIONS <br />AND CONDITIONS SHOP <br />FABRICATE AND SOLDER ALL <br />SEAMS. BOTH ADJACENT WALL <br />CONDITION AND NON ADJACENT <br />CONDITIONS SHOWN PER <br />WATERPROOFING DRAWINGS <br />1/2" CEMENT BOARD <br />EXPLOSION PROOF CAP AS <br />REQUIRED <br />1' - 0"2' - 0"PER FLOOR/CEILING ASSEMBLYPER WALL TYPE <br />. <br />PER WALL TYPE <br />T.O. PLATE <br />STRUCTURAL SHEATHING <br />AS OCCURS, SEE STRUCT <br />DWGS <br />PER WALL TYPE <br />. <br />--- <br />- <br />24 GA. G.I. COPING. LAP <br />JOINTS 6" AND SEAL SPLICE. <br />PAINT TO MATCH ADJACENT <br />FINISH <br />PER ROOF ASSEMBLYT.O. PLATE <br />T.O.PARAPETSLOPE 1% MIN. <br />LEVEL 3 <br />PER WALL TYPE <br />PER WALL TYPE <br />. <br />PODIUM SLAB. SEE <br />STRUCT DWGS <br />STRUCTURAL SHEATHING <br />AS OCCURS, SEE STRUCT <br />DWGS <br />GE SILICONES PENSIL 300 / <br />SPECIFIED TECHNOLOGIES <br />INC. PENSIL 300. MIN. 1 1/2" <br />THICK. <br />26 GA SHEET METAL LINER <br />AT MECHANICAL SHAFTS; <br />TEMINATE AT PODIUM SLAB <br />LEVEL 3 <br />PER WALL TYPE <br />. <br />PODIUM SLAB. SEE <br />STRUCT DWGS <br />PER WALL TYPE <br />--- <br />- <br />GE SILICONES PENSIL 300 / <br />SPECIFIED TECHNOLOGIES <br />INC. PENSIL 300. MIN. 1 1/2" <br />THICK. <br />26 GA SHEET METAL LINER <br />AT MECHANICAL SHAFTS; <br />TEMINATE AT PODIUM SLAB <br />GE SILICONE PENCIL 300 / SPECIFIED <br />TECHNOLOGIES INC. PENCIL 300 MIN. <br />1 1/2" THICK. <br />26 GA SHEET METAL COVER PLATE <br />26 GA SHEET METAL COVER PLATE <br />T.O. SHEATHING <br />PLYWOOD SHEATHING PER STRUCTURAL <br />(2) LAYERS OF 5/8" TYPE "X" GYPSUM <br />SHEATHING AT SHAFT. PROVIDE SINGLE <br />J-MOLD / J-MOLD AT EACH LAYER OF <br />GYPSUM SHEATHING <br />SHAFT <br />GE SILICONE PENCIL 300 / SPECIFIED <br />TECHNOLOGIES INC. PENCIL 300 MIN. <br />1 1/2" THICK. <br />26 GA SHEET METAL COVER PLATE <br />T.O. SHEATHING <br />PER FLOOR ASSEMBLY(2) LAYERS OF 5/8" TYPE "X" GYPSUM <br />SHEATHING AT SHAFT. PROVIDE <br />SINGLE J-MOLD / J-MOLD AT EACH <br />LAYER OF GYPSUM SHEATHING <br />SHAFT <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 />TRASH <br />CHUTE <br />ASSEMBLY <br />A7.403/4" = 1'-0"1TRASH CHUTE ASSEMBLIES WRAP <br />1" = 1'-0"13TRASH CHUTE TERMINATION AT ROOF <br />1 1/2" = 1'-0"7SHAFT WALL @ FLOOR / CEILING <br />1 1/2" = 1'-0"8SHAFT WALL @ ROOF <br />1 1/2" = 1'-0"3SHAFT WALL 1 @ PODIUM LEVEL <br />1 1/2" = 1'-0"4SHAFT WALL 2 @ PODIUM LEVEL <br />3" = 1'-0"11JOINT @ MECHANICAL SHAFT <br />3" = 1'-0"12JOINT @ 2-HR SHAFT <br />Date Issues / Revisions: <br />  <br />  <br />City Council 29 – 132 11/19/2024