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SOLID 4x OR 6x FRAMING <br />MEMBER, FRAMING MEMBER TO <br />MATCH WIDTH OF WALL <br />WALL FRAMING PER PLANS <br />CORRIDOR STAIR <br />CONTINUOUS DOUBLE 2x <br />JOISTS OR BLOCKS WHERE <br />FLOOR FRAMING IS <br />PERPENDICULAR TO WALL <br />1/2" GYPSUM WALLBOARD OVER <br />NON-COMBUSTIBLE FRAMING <br />INSULATION PER SCHEDULE <br />FIRE MEMBRANE PER FLOOR <br />PLANS AND WALL SCHEDULE <br />TOP OF SHEATHNG <br />PER SECTIONS <br />BLOCK AS REQUIRED FOR <br />DRYWALL AND BASE <br />ATTACHMENT <br />TOP OF FINISH <br />FLOOR AT UNITS <br />SLOPE <br />TO DRAIN <br />ROOF FRAMING PER <br />STRUCTURAL DRAWINGS <br />FIRE CAULKING FOR <br />DRYWALL CUT <br />OUT FOR FRAMING <br />MEMBERS <br />CONTINUOUS FIRE BARRIER <br />TO THE UNDERSIDE OF <br />PLYWOOD SHEATHING <br />FIRE CAULKING FOR <br />DRYWALL CUT OUT FOR <br />FRAMING MEMBERS AT <br />PERPENDICULAR <br />CONDITIONS <br />NON-COMBUSTIBLE <br />FRAMING <br />INSULATION PER SCHEDULE <br />CORRIDOR STAIR <br />ROOF FRAMING TO BE <br />TRUSSES. PROVIDE <br />INSULATION AT CRICKET <br />CONDITIONS <br />FLOOR JOISTS PER <br />STRUCTURAL DRAWINGS <br />WALL FRAMING PER PLANS <br />CORRIDOR UNIT <br />CONTINUOUS 2x BLOCKING FIT <br />TIGHT TO FLOOR JOISTS, <br />ABOVE FIRE MEMBRANE <br />FIRE RATED ACOUSTICAL <br />JOINT PER ACOUSTICAL <br />REPORT <br />1/2" GYPSUM WALLBOARD <br />OVER NON-COMBUSTIBLE <br />FRAMING <br />INSULATION PER SCHEDULE <br />TOP OF FINISH <br />FLOOR AT UNITS <br />STAGGERED STUD WHERE <br />INDICATED ON PLANS <br />BLOCK AS REQUIRED FOR <br />DRYWALL AND BASE ATTACHMENT <br />FIRE RATED ACOUSTICAL <br />JOINT PER ACOUSTICAL <br />REPORT <br />STAGGERED STUD WHERE <br />INDICATED ON PLANS <br />FIRE MEMBRANE PER FLOOR <br />PLANS AND WALL SCHEDULE <br />2X CONTINUOUS BLOCKING <br />NON-COMBUSTIBLE FRAMING <br />INSULATION PER SCHEDULE <br />DRAFTSTOPPING AT FIRE <br />PARTITION PER CBC 2013 SECTION <br />718 <br />SLOPE <br />TO DRAIN <br />CORRIDOR UNIT <br />5/8" TYPE 'X' GYPSUM WALLBOARD <br />DRAFTSTOPPING <br />ISOLATE GYPSUM BOARD 1/8" <br />FROM WALL FILL AIR SPACE TIGHT <br />WITH ACOUSTICAL CAULKING, <br />TYPICAL ALL ROOMS <br />WOOD STRUCTURAL PANELS, <br />SEE STRUCTURAL DRAWINGS <br />ROOF FRAMING PER <br />STRUCTURAL DRAWINGS <br />ROOF FRAMING TO BE <br />TRUSSES. PROVIDE <br />INSULATION AT CRICKET <br />CONDITIONS <br />FLOOR JOISTS PER <br />STRUCTURAL DRAWINGS <br />WALL FRAMING PER PLANS <br />UNIT STAIR <br />INSULATION PER SCHEDULE <br />WOOD STRUCTURAL <br />PANELS, SEE STRUCTURAL <br />DRAWINGS <br />TOP OF FINISH <br />FLOOR AT UNITS <br />SOLID 4x OR 6x FRAMING <br />MEMBER AT STAIR SIDE. <br />FRAMING MEMBER WIDTH <br />TO MATCH WALL WIDTH <br />DOUBLE 2x BLOCKING AS <br />REQUIRED FOR <br />ATTACHMENT OF DRYWALL <br />FIRE RATED ACOUSTICAL <br />JOINT PER ACOUSTICAL <br />REPORT <br />FIRE MEMBRANE PER <br />FLOOR AND WALL <br />SCHEDULE <br />FIRE RATED ACOUSTICAL <br />JOINT PER ACOUSTICAL <br />REPORT <br />BLOCK AS REQUIRED FOR <br />DRYWALL / BASE <br />ATTACHMENT <br />FLOOR JOISTS PER <br />STRUCTURAL DRAWINGS <br />FIRE CAULKING FOR <br />DRYWALL CUT OUT FOR <br />FRAMING MEMBERS <br />CONTINUOUS FIRE BARRIER <br />TO THE UNDERSIDE OF <br />PLYWOOD SHEATHING <br />FIRE CAULKING FOR <br />DRYWALL CUT OUT FOR <br />FRAMING MEMBERS AT <br />PERPENDICULAR <br />CONDITIONS <br />INSULATION PER SCHEDULE <br />WOOD STRUCTURAL PANELS, <br />SEE STRUCTURAL DRAWINGS <br />SLOPE <br />TO DRAIN <br />UNIT STAIR <br />ROOF FRAMING TO BE <br />TRUSSES. PROVIDE <br />INSULATION AT CRICKET <br />CONDITIONS <br />FLOOR JOISTS PER <br />STRUCTURAL <br />DRAWINGS <br />WOOD STRUCTURAL <br />PANEL PER <br />STRUCTURAL <br />DRAWINGS <br />WALL FRAMING PER <br />PLANS <br />CORRIDOR STORAGE <br />2x BLOCKING <br />2x BLOCKING AS <br />REQUIRED <br />RISER HT.TO MATCHDOOR AND FRAME PER PLAN <br />W/ BOTTOM DRIP <br />G.I. FLASHING, PAINT SAFETY <br />YELLOW. SLOPE FLASHING TO <br />EXTERIOR <br />2 HOUR WALL PER PLAN <br />ROOF WATERPROOFING PER <br />SPEC'S AND W.P. DOCUMENTS <br />PLYWD LAYER OVER WOOD <br />FRAMING SLOPED TO ROOF <br />DRAIN 1/2"/FT. MIN. <br />FLOOR FRAMING PER <br />STRUCTURAL <br />FIN. FLOOR AT LANDING, SEE <br />STAIR SECTIONS <br />2 HOUR WALL <br />PER PLAN <br />ROOF WATERPROOFING PER <br />SPEC'S AND W.P. <br />DOCUMENTSRIGID INSULATION <br />SLOPED TO ROOF DRAIN <br />WOOD TRUSS PER <br />STRUCTURAL <br />FIN. FLOOR AT <br />LANDING, SEE <br />STAIR SECTIONS <br />STAIR <br />STAIR ROOF <br />EXTERIOR PLASTER <br />FIRE BARRIER TO BE <br />CONTINUOUS TO THE <br />UNDERSIDE OF PLYWOOD <br />SHEATHING. PROVIDE FIRE <br />CAULKING AT DRYWALL CUT- <br />OUTS FOR FRAMING <br />MEMBERS AT <br />PERPENDICULAR <br />CONDITIONS <br />5/8" FIBER GLASS MAT <br />FACED GYPSUM BOARD <br />FLOOR JOISTS PER <br />STRUCTURAL <br />FIRE RETARDANT WOOD <br />STRUCTURAL PANEL PER <br />STRUCTURAL DRAWINGS <br />EXTERIORUNIT <br />INSULATION PER SCHEDULE <br />FIRE BARRIER PER CBC 707 <br />TOP OF FINISH <br />FLOOR AT UNITS <br />2X RIM JOIST REFER TO <br />STRUCTURAL DRAWINGS <br />CONTROL JOINT PER <br />EXTERIOR ELEVATIONS <br />UNIT <br />FIRE RETARDANT PLYWOOD <br />WITHIN 4'-0" OF EXTERIOR <br />WALL <br />2X BLOCKING PER <br />STRUCTURAL <br />ALL WOOD FRAMING MEMBERS <br />WITH IN EXTERIOR WALLS <br />TO BE FIRE RETARDANT TREATED <br />PER CBC SECTION 602.3 <br />4'-0" OF EXTERIOR WALLS <br />FIRE RETARDANT PLYWOOD WITH IN <br />FLOOR JOISTS PER <br />STRUCTURAL <br />WOOD STRUCTURAL <br />PANEL PER STRUCTURAL <br />DRAWINGS <br />BALCONYUNIT <br />INSULATION PER SCHEDULE <br />TOP OF FINISH <br />FLOOR AT UNITS <br />RIM JOIST REFER TO <br />STRUCTURAL DRAWINGS <br />UNIT <br />MECHANICAL DUCT <br />WHERE OCCURS <br />FLOOR JOISTS PER <br />STRUCTURAL DRAWINGS <br />WALL FRAMING PER PLANS <br />STAIR <br />INSULATION PER SCHEDULE <br />WOOD STRUCTURAL <br />PANELS, SEE STRUCTURAL <br />DRAWINGS <br />SOLID 4x OR 6x FRAMING <br />MEMBER AT STAIR SIDE. <br />FRAMING MEMBER WIDTH <br />TO MATCH WALL WIDTH <br />DOUBLE 2x BLOCKING AS <br />REQUIRED FOR <br />ATTACHMENT OF DRYWALL <br />FLOOR FINISH PER SCHEDULE <br />FLOOR JOISTS PER <br />STRUCTURAL <br />FIRE RETARDANT WOOD <br />STRUCTURAL PANEL PER <br />STRUCTURAL DRAWINGS <br />EXTERIORUNIT <br />INSULATION PER SCHEDULE <br />FIRE BARRIER PER CBC 707 <br />TOP OF FINISH <br />FLOOR AT UNITS <br />2X RIM JOIST REFER TO <br />STRUCTURAL DRAWINGS <br />CONTROL JOINT PER <br />EXTERIOR ELEVATIONS <br />UNIT <br />4'-0" OF EXTERIOR WALLS <br />FIRE RETARDANT PLYWOOD WITH IN <br />FIRE RETARDANT PLYWOOD <br />WITHIN 4'-0" OF EXTERIOR <br />WALL <br />HANGAR PER <br />STRUCTURAL <br />ALL WOOD FRAMING MEMBERS <br />WITH IN EXTERIOR WALLS <br />TO BE FIRE RETARDANT TREATED <br />PER CBC SECTION 602.3 <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 />WOOD <br />CONNECTION <br />DETAILS <br />A7.321 1/2" = 1'-0"1FLOOR AT CORRIDOR/STAIR LEVEL 2 <br />1 1/2" = 1'-0"10FLOOR AT CORRIDOR/STAIR ROOF <br />1 1/2" = 1'-0"2FLOOR AT UNIT/CORRIDOR <br />1 1/2" = 1'-0"13FLOOR AT UNIT/CORRIDOR ROOF <br />1 1/2" = 1'-0"7FLOOR AT UNIT/STAIR <br />1 1/2" = 1'-0"6FLOOR AT UNIT/STAIR ROOF <br />1 1/2" = 1'-0"81-HR FLOOR-CLG AT CORR./STOR. <br />1 1/2" = 1'-0"4EXT. STAIR UP AT LANDING <br />1 1/2" = 1'-0"9EXT. STAIR / CORRIDOR AT ROOF LEVEL <br />1 1/2" = 1'-0"111-HR EXT. FLOOR FRAMING(PARALLEL) <br />1 1/2" = 1'-0"12FLOOR FRAMING AT UNIT/BALCONY <br />1 1/2" = 1'-0"3STAIR LANDING <br />1 1/2" = 1'-0"5 <br />2-HR EXT. FLOOR <br />FRAMING(PERPENDICULAR) <br />Date Issues / Revisions: <br />  <br />  <br />City Council 29 – 131 11/19/2024