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Agenda Packet_2024-11-19
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Agenda Packet_2024-11-19
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Clerk of the Council
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11/19/2024
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ALTERNATE TO SPRAY-ON FIREPROOFING: <br />TYPE "X" GYP. BOARD FIRE PROTECTION ON <br />STEEL. REFER TO 2013 CBC 721.5.2.2 <br />SPRAY APPLIED FIRE PROTECTION @ COLUMN: <br />GRACE CONSTRUCTION PRODUCTS "MONOKOTE MK-6" <br />THERMAL BARRIER, OR EQUAL <br />I.C.C. REPORT ESR-1186 <br /> OR <br />ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" & <br />"WB-5" INTUMESCENT FIRE RESISTIVE COATING, OR <br />EQUAL <br />I.C.C. REPORT ESR-1092 <br />SPRAY APPLIED FIRE PROTECTION @ BEAM: <br />ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" & <br />"WB-5" INTUMESCENT FIRE RESISTIVE COATING, OR <br />EQUAL <br />I.C.C. REPORT ESR-1092 <br />NOTES: <br />STRUCTURAL COLUMNS PER CBC 722.5.1.1 <br />HORIZONTAL STRUCTURAL MEMBERS WHICH SUPPORT A LOAD OF MORE THAN ONE STORY <br />REQUIRE AN ADDITIONAL FIRE PROTECTION PER CBC 722.5.2. <br />SEE STRUCTURAL PLANS FOR STEEL BEAM AND COLUMN SIZES AND LOCATIONS <br />VERIFY ALL COATING THICKNESS REQUIREMENTS WITH COATING MANUFACTURER <br />SPECIAL INSPECTION IS REQUIRED FOR ALL SPRAYED APPLIED FIRE PROTECTION <br />FOR FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS, SEE SHEET <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />BASE LAYER 1/2" (MIN.) TYPE "X" <br />GYPSUM WALLBOARD APPLIED AROUND <br />W10X49 (MINIMUM) COLUMN AND HELD <br />IN PLACE WITH PAPER MASKING TAPE. <br />FACE LAYER EITHER NO. 24 MSG <br />GALVANIZED STEEL COLUMN COVER <br />CONSISTING OF TWO L-SHAPED <br />SECTIONS WITH SNAP-LOCK SHEET <br />STEEL JOINTS OR NO. 22 MSG <br />GALVANIZED STEEL COLUMN COVERS <br />CONSISTING OF TWO L-SHAPED <br />SECTIONS WITH LAP JOINTS FASTENED <br />WITH NO. 8x1/2" SHEET METAL SCREWS <br />12" O.C. <br />REF GA FILE NO CM 1000 <br />FOR 1 HOUR FIRE RATING <br />CL <br />CLPER PLAN <br />UNIT WALL PER PLAN <br />2X PLUMBING WALL WHERE OCCURS <br />FLOOR JOIST PER STRUCTURAL <br />2x NAILER PER STRUCTURAL <br />EXTERIOR CEMENT PLASTER OVER <br />EXPANDED METAL LATH OVER BUILDING <br />PAPER PER WP DWGS <br />FINISH FLOOR AT UNIT <br />TOP OF GYPCRETE <br />PLATE HEIGHT <br />2 LAYERS OF 5/8" TYPE "X" GYPSUM <br />BOARD <br />CL <br />2X BLOCKING AS REQUIRED <br />STEEL BEAM PER STRUCTURAL <br />INTUMESCENT FIRE RESISTIVE COATING ALL <br />AROUND BEAM INCLUDING TOP. <br />ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM <br />WB-3" & "WB-5" INTUMESCENT FIRE RESISTIVE <br />COATING OR EQUAL <br />I.C.C. REPORT ESR-1092 <br />UNIT WALL PER PLAN <br />2X PLUMBING WALL WHERE OCCURS <br />3x NAILER PER STRUCTURAL <br />EXTERIOR CEMENT PLASTER OVER <br />EXPANDED METAL LATH OVER <br />BUILDING PAPER PER WP DWGS <br />FINISH FLOOR ATA UNIT <br />TOP OF GYPCRETE <br />PLATE HEIGHT <br />PER PLAN <br />2 1/2" METAL STUD FRAMING <br />CEILING HEIGHT <br />PER PLAN <br />2" X 2" X 20 GA METAL ANGLE <br />INTUMESCENT FIRE RESISTIVE COATING ALL <br />AROUND BEAM INCLUDING TOP. <br />ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM <br />WB-3" & "WB-5" INTUMESCENT FIRE RESISTIVE <br />COATING OR EQUAL <br />I.C.C. REPORT ESR-1092 <br />STEEL BEAM PER STRUCTURAL <br />CL <br />3x WOOD NAILER PER STRUCTURAL <br />7/8" EXTERIOR PLASTER OVER <br />EXPANDED METAL LATH PER WP DOCS1-HOUR ASSEMBLYFLOOR JOISTS PER <br />STRUCTURAL DRAWINGS <br />FINISH FLOOR <br />PLATE HEIGHT <br />METAL CEILING JOISTS AT BREEZEWAY <br />CEILING <br />CENTERLINE OF STEEL FRAME PER <br />ENLARGED PLANS <br />SEE BUILDING/WALL SECTION FOR <br />SOFFIT AND CEILING HEIGHT <br />2 LAYERS OF 5/8" TYPE "X" <br />GYPSUM BOARD <br />CL <br />2 X BLOCKING AS REQUIRED <br />INTUMESCENT FIRE RESISTIVE COATING ALL <br />AROUND BEAM INCLUDING TOP. <br />ISOLATEK INTERNATIONAL "CAFCO <br />SPRAYFILM WB-3" & "WB-5" INTUMESCENT <br />FIRE RESISTIVE COATING OR EQUAL <br />I.C.C. REPORT ESR-1092 <br />STEEL BEAM PER STRUCTURAL <br />3x WOOD NAILER PER STRUCTURAL <br />7/8" EXTERIOR PLASTER OVER <br />EXPANDED METAL LATH PER WP <br />DWGS1-HOUR ASSEMBLYFLOOR JOISTS PER STRUCT DWGS <br />FINISH FLOOR <br />PLATE HEIGHT <br />METAL CEILING JOISTS AT <br />BREEZEWAY CEILING <br />CENTERLINE OF STEEL FRAME <br />PER ENLARGED PLANS <br />FOR SOFFIT AND CEILING HEIGHT <br />SEE BUILDING/WALL SECTION <br />CEILING HEIGHT <br />CL <br />2" X 2" X 20 GA. METAL ANGLE <br />INTUMESCENT FIRE RESISTIVE <br />COATING ALL AROUND BEAM <br />INCLUDING TOP. <br />ISOLATEK INTERNATIONAL "CAFCO <br />SPRAYFILM WB-3" & "WB-5" <br />INTUMESCENT FIRE RESISTIVE <br />COATING OR EQUAL <br />I.C.C. REPORT ESR-1092 <br />STEEL BEAM PER STRUCTURAL <br />CENTERLINE OF COL. <br />TUBE STEEL COLUMN, PER <br />STRUCTURAL <br />SECTION <br />PLAN <br />FIREPROOFING ON <br />STEEL BEAM <br />MIN 1" THICK <br />CENTERLINE OF COLUMN <br />TUBE STEEL <br />COLUMN, SEE <br />STRUCTURAL <br />DRAWINGS <br />STEEL BEAM, PER <br />STRUCTURAL <br />3X NAILER PER <br />STRUCTURAL <br />PLYWOOD SHEATHING <br />SPRAY FIREPROOFING <br />ON METAL STUD.VERIFY <br />THICKNESS WITH <br />MNUFR. <br />KNIFE PLATE, PER <br />STRUCTURAL <br />SPRAY FIREPROOFING <br />FIREPROOFIN <br />G OVER <br />STEEL PLATE <br />& BOLTS <br />AS REQ,D. <br />SPRAY FIREPROOFING <br />THICKNESS WITH THE <br />MNUFR <br />MIN. 1" THICK PER <br />ACOUSTIC <br />CONSULTANT <br />TOP OF SHEATHING <br />STEEL BEAM PER <br />STRUCTURAL <br />FLOOR CEILING ASSEMBLYJOIST HANGER <br />SPRAY FIREPROOFING <br />THICKNESS 1" MIN. <br />2 LAYERS OF GYP BD <br />ATTCHED TO RC <br />CHANNELS TYP <br />FLOOR JOISTS PER <br />STRUCTURAL DRAWINGS <br />FINISH FLOOR <br />2 1/2" METAL STUDS <br />2 LAYERS OF 5/8" TYPE "X" <br />GYPSUM BOARD <br />CL <br />STEEL BEAM PER STRUCTURAL <br />DRAWINGS <br />WOOD NAILER PER <br />STRUCTURAL DRAWINGS <br />WOOD BLOCKING PER <br />STRUCTURAL DRAWINGS <br />SEE ACCOUSTICAL REPORT <br />FOR ADDITIONAL <br />REQUIREMENTS <br />FIRE RATING: TWO HOUR <br />IIC: <br />ASSEMBLY: CBC 721.1 (1) 2-4.1 <br />LOAD BEARING WALL <br />PER STRUCTURAL <br />HORIZONTAL STRUCTURAL MEMBERS (BEAMS) <br />SHALL BE INDIVIDUALLY WRAPPED W/ 5/8" TYPE <br />'X' GYP. BD. WHEN THE MEMBER SUPPORTS <br />DIRECTLY APPLIED LOADS FROM A FLOOR AND <br />ROOF OR MORE THAN TWO FLOORS PER 2013 <br />CBC 704.3 <br />FIRE RATED ACOUSTICAL <br />SEALANT <br />NOTE: <br />SEE ALL STRUCTURAL SHEETS FOR <br />BEAM SIZE AND LOCATIONS <br />FINISH FLOOR <br />5/8" TYPE 'X' GYPSUM WALL BOARD <br />WOOD BEAM PER STRUCTURAL DRAWINGS <br />EXPOSED BEAM FLOOR CEILING ASSEMBLYJOIST HANGER <br />SPRAY FIRE PROOFING OVER THE BEAM <br />BEYOND SHOWN DASHED. THICKNESS <br />MIN 1" TYPICAL <br />BOTTOM OF THE BEAM <br />SHOWN DASHED <br />2 LAYERS OF GYP BD <br />ATTACHED TO RC <br />CHANNEL TYPICAL <br />TOP OF SHEATHING <br />STEEL BEAM PER <br />STRUCTURAL <br />3X NAILER, SEE <br />STRUCTURAL <br />DRAWINGS <br />FLOOR CEILING ASSEMBLYJOIST HANGER <br />SPRAY FIREPROOFING <br />SHEET METAL ANGLE TO <br />SUPPORT GYP BD <br />SPRAY FIREPROOFING. <br />THICKNESS 1" MIN <br />SPRAY FIREPROOFING. <br />THICKNESS 1" MIN <br />2 LAYERS OF GYP BD <br />ATTCHED TO RC <br />CHANNELS TYP <br />AT SHEAR WALLS <br />A <br />TUBE STEEL COLUMN, PER <br />STRUCTURAL <br />2 LAYERS OF 1/2" TYPE "X" GYP <br />BOARD ADHESIVELY* SECURED TO <br />COLUMN FLANGES AND SUCCESSIVE <br />LAYERS. WALLBOARD APPLIED <br />WITHOUT VERTICAL JOINTS. CORNER <br />EDGES OF EACH LAYER <br />STAGGERED. FOR 1-HOUR FIRE <br />PROTECTION OF TUBE STEEL PER <br />CBC TABLE 720.1 <br />REFERENCE C.B.C <br />TABLE 721.1 (1) ITEM NUMBER 1-7.1 <br />AT NON-SHEAR WALLS <br />B <br />WALL PER PLAN <br />TUBE STEEL COLUMN, PER <br />STRUCTURAL <br />2 LAYERS OF 1/2" TYPE "X" GYP <br />BOARD ADHESIVELY* SECURED TO <br />COLUMN FLANGES AND SUCCESSIVE <br />LAYERS. WALLBOARD APPLIED <br />WITHOUT VERTICAL JOINTS. CORNER <br />EDGES OF EACH LAYER <br />STAGGERED. FOR 1-HOUR FIRE <br />PROTECTION OF TUBE STEEL PER <br />CBC TABLE 720.1 <br />2X NAILER ATTACHED TO TUBE <br />STEEL WITH THREADED NELSON <br />STUD <br />WALL PER PLAN <br />ALTERNATE DETAIL AT <br />EXTERIOR SHEAR WALL <br />ONLY <br />C <br />TUBE STEEL COLUMN, PER <br />STRUCTURAL <br />INTUMESCENT COATING <br />PER UL Y616 (1HR CONDITION) <br />2X NAILER ATTACHED TO TUBE <br />STEEL WITH THREADED NELSON <br />STUD <br />WALL PER PLAN <br />2HR DETAIL AT CORNER <br />CONDITION ONLY <br />D <br />TUBE STEEL COLUMN, PER <br />STRUCTURAL <br />INTUMESCENT COATING <br />PER UL Y616 (2HR CONDITION) <br />EXTERIOR CEMENT <br />PLASTER <br />*AN APPROVED ADHESIVE QUALIFED <br />UNDER ASTM EL 19 OR UL 263. <br />*AN APPROVED ADHESIVE QUALIFED <br />UNDER ASTM EL 19 OR UL 263.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 />FIRE <br />PROOFING <br />DETAILS <br />A7.5512" = 1'-0"1 <br />SPRAY APPLIED FIRE PROTECTION @ <br />STEEL <br />1 1/2" = 1'-0"2 <br />1-HR GYPSUM BOARD COLUMN <br />PROTECTION <br />1 1/2" = 1'-0"51-HOUR DROPPED BEAM PROTECTION <br />1 1/2" = 1'-0"61-HR BEAM PROTECTION <br />1 1/2" = 1'-0"71-HR DROPPED BEAM WITH SOFFIT <br />1 1/2" = 1'-0"81-HR BEAM PROTECTION WITH SOFFIT <br />1 : 5 9STEEL COLUMN & BEAM PROTECTION <br />1 : 5 11BEAM W/O NAILER @ FLOORING/CLG ASSY <br />1 1/2" = 1'-0"122-HR DROPPED BEAM <br />1 1/2" = 1'-0"13*1-HR PROTECTION AT BEAM <br />1 1/2" = 1'-0"141-HR PROTECTION AT WOOD BEAM <br />3" = 1'-0"3STEEL BEAM INTERFACE WITH FLOOR/CLG <br />1 : 5 4BEAM INTERFACE WITH FLOOR/CLG ASSY <br />3" = 1'-0"171-HR COLUMN PROTECTION AT WALL <br />Date Issues / Revisions: <br /> <br /> <br />City Council 29 – 138 11/19/2024
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