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CCOPYRIGHT <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />Zohrabians Art of Design <br />700 Palm Drive, Suite 106 <br />Glendale, CA 91202 <br />zartofdesign.com <br />818.300.9420 <br />4t <br />h <br /> <br />P <br />l <br />a <br />n <br /> <br />C <br />h <br />e <br />c <br />k <br /> <br />S <br />u <br />b <br />m <br />i <br />t <br />t <br />a <br />l <br />No.Date Description <br />06/05/2024 100% DD SET <br />06/14/2024 50% CD PROGRESS SET <br />06/21/2024 75% CD PROGRESS SET <br />07/02/2024 NEIGHBORHOOD REVIEW <br />07/10/2024 1ST PLAN CHECK SUBMITTAL <br />09/13/2024 2ND PLAN CHECK SUBMITTAL <br />11/07/2024 3RD PLAN CHECK SUBMITTAL <br />12/18/2024 4TH PLAN CHECK SUBMITTAL <br />82 <br />9 <br /> <br />N <br />. <br /> <br />G <br />A <br />R <br />F <br />I <br />E <br />L <br />D <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />Santa Ana, CA 92701 <br />829 N. Garfield Street <br />Name: <br />Project Contact: <br />Phone: <br />Email: <br /> <br />Principal: <br />Z.AOD Project No:2024-02 <br />Arthur Zohrabians <br />818.300.9420 <br />Arthur Zohrabians <br />info@zartofdesign.com <br />Phone No.:949.922.7075 <br />Email:vanitapuri@gmail.com <br />Owner <br />GA <br />R <br />F <br />I <br />E <br />L <br />D <br /> <br />R <br />E <br />S <br />T <br />O <br />R <br />A <br />T <br />I <br />O <br />N <br /> <br />/ <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />Address: <br />Ren.11/30/25 <br />A <br />No. C37490 <br />A <br />A FOILOFC <br />R <br />INTA <br />S <br />ET <br />TC <br />A RCHITE <br />DESNECIL <br />RTHUR <br />HAMAYAK ZOHRABI <br />A <br />SN <br />VVS Estates, LLC <br />1 <br />Vanita Soni PuriAttn: <br />2 <br />3 <br />FIRE-RESISTANCE <br />RATED CONTINUITY <br />DETAILS <br />A901 <br />SE <br />E <br /> <br />R <br />C <br />P <br /> <br />/ <br /> <br />P <br />L <br />A <br />N <br />S <br />FO <br />R <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />R <br />C <br />P <br /> <br />/ <br /> <br />P <br />L <br />A <br />N <br />S <br />FO <br />R <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />1-HR EXTERIOR STUCCO WALL AT DECK VERTICAL CONTINUITY <br />SCALE: 1 1/2" = 1'-0" <br />GYPSUM BOARD HELD UP MIN. 1/4" W/ <br />FIRE RATED ACOUSTIC SEALANT <br />REFER TO WALL AND FLOOR ASSEMBLY DETAILS FOR TYPE AND NUMBER OF LAYERS OF GYPSUM BOARD. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF WOOD STRUCTURAL PANELS. <br />W1 <br />A900 <br />1-HR. <br />EXTERIOR WALL <br />FC1-3 <br />A900 <br />(E) SUBFLOOR <br />ASSEMBLY <br />1-HR FLOOR / <br />CEILING ASSEMBLY <br />UTILITY CHASE, WHERE OCCURS <br />UNIT <br />1-HR. <br />EXTERIOR WALL <br />1- HR RATED ROOF / <br />CEILING ASSEMBLY <br />(E) ASPHALT SHINGLE <br />ROOFING SYSTEM <br />FIRE BLOCK THROUGH ROOF ASSEMBLY <br />EXTERIOR <br />UNIT <br />FRAMING PERPENDICULAR <br />UTILITY CHASE, WHERE OCCURS <br />EXTERIOR <br />FIRE BLOCK THROUGH FLOOR ASSEMBLY <br />EXTEND GYPSUM BOARD TO UNDERSIDE <br />OF PLYWOOD SHEATHING, TYP. <br />SLOPE 2% MIN. <br />SLOPE 2% MIN. <br />(E) BALCONY FLOOR / <br />CEILING ASSEMBLY <br />FINISH FLOORING PER PLAN. <br />PROVIDE A 1/4" GAP AT WALL <br />PERIMETER FOR SOUND <br />ATTENUATION MATERIAL, TYP. <br />FIRE CAULK ALL JOINTS, TYP. <br />FRAMING PARALLEL <br />STRUCT'L FOUNDATION SEISMIC <br />RETROFIT - REFER TO STRUCT'L DWGS. <br />FIRE BLOCK THROUGH FLOOR ASSEMBLY <br />FINISH FLOORING PER PLAN. <br />FIRE CAULK ALL JOINTS, TYP. <br />W1 <br />A900 <br />FRAMING PERPENDICULARFRAMING PARALLEL <br />CRAWL SPACE FOUNDATION <br />FC3 <br />A900 <br />3 <br />3 <br />1179NOT USED 1-HR FIRE PARTITION - DEMISING WALL VERTICAL CONTINUITY <br />SCALE: 1 1/2" = 1'-0" <br />ROOF FRAMING PERPENDICULARROOF FRAMING PARALLEL <br />(E) ASPHALT SHINGLE <br />ROOFING SYSTEM <br />FRAMING PERPENDICULARFRAMING PARALLEL <br />TUB/SHOWER AND WALL <br />INTERSECTION, <br />WHERE OCCURS, TYP. <br />ELECTRICAL BOX PENETRATION, <br />WHERE OCCURS, TYP. <br />9 <br />A902 <br />13 <br />A902 <br />MECHANICAL DUCT OR PIPE <br />IN NON-RATED SOFFIT, <br />WHERE OCCURS, TYP. <br />15 <br />A902 <br />(E) SUBFLOOR ASSEMBLY <br />PLUMBING WALL, WHERE OCCURS <br />FRAMING PERPENDICULARFRAMING <br />PARALLEL <br />1-HR RATED FLOOR/ CEILING <br />ASSEMBLY, TYPICAL <br />FC1-3 <br />A900 <br />FINISH FLOORING PER PLAN. PROVIDE A 1/4" <br />GAP AT WALL PERIMETER FOR SOUND <br />ATTENUATION MATERIAL, TYP. <br />DUCT IN RATED FLOOR / CEILING, <br />WHERE OCCURS, TYP. <br />15 <br />A902 <br />GYPSUM BOARD HELD UP MIN. 1/4" <br />W/ FIRE RATED SEALANT <br />ACOUSTICAL UNDERLAYMENT BELOW HARD <br />SURFACE FLOORING ON SUBFLOOR <br />2x SILL PLATE ON (3) CONT. BEADS OF SEALANT <br />REFER TO WALL AND FLOOR ASSEMBLY DETAILS FOR TYPE AND NUMBER OF LAYERS OF GYPSUM BOARD. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF WOOD STRUCTURAL PANELS. <br />1 HOUR FIRE PARTITION <br />DEMISING WALL, TYP. <br />W2 <br />A900 <br />FIRE CAULK ALL JOINTS, TYP. <br />UNIT UNIT <br />UNIT <br />UNIT <br />CRAWL SPACE FOUNDATION <br />1-HR RATED ROOF / CEILING <br />ASSEMBLY, TYPICAL <br />FC3 <br />A900 <br />3 <br />WHERE EXISTING WALL FRAMING MEMBERS ARE <br />REPLACED WITH NEW WALL FRAMING MEMBERS, <br />RESILIENT CHANNELS SHALL BE ADDED TO ACHIEVE <br />A MIN. STC RATING OF 50, PER DETAIL W2A / A900 <br />3 <br />HOLD- 829 N <br />Garfield St1/15/2025