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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 />2n <br />d <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 />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 />TYPICAL <br />FIRE-RESISTANCE <br />RATED & FENCE <br />DETAILS <br />A9021 <br />371115 <br />17 13 9 5 <br />26 <br />416 <br />VE <br />R <br />I <br />F <br />Y <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />W/ <br /> <br />M <br />E <br />C <br />H <br />A <br />N <br />I <br />C <br />A <br />L <br />PL <br />A <br />N <br />S <br />DUCT IN RATED FLOOR CEILING <br />02_F_DUCT IN RATED FLOOR CEILING SCALE: 1 1/2" = 1'-0" <br />1-HR RATED FLOOR / <br />CEILING ASSEMBLY <br />FC1-3 <br />A900 <br />MINIMUM 24 GA. DUCT PER <br />MECHANICAL PLANS. DUCT TO BE <br />INSTALLED AND SECURED FROM <br />ABOVE. AT NO LOCATION SHALL <br />DUCT BE IN CONTACT WITH <br />GYPSUM WALLBOARD OR <br />RESILIENT CHANNELS <br />FIRE RATED SEALANT <br />INSULATE DUCTWORK <br />ADJACENT TO UNITS <br />1-HR RATED ASSEMBLY <br />1-HR RATED ASSEMBLY, BOTH SIDES <br />1-HR FIRE PARTITION AT 1-HR FLR/CLG <br />02_D_1HR FIRE PARTITION DIMENSIONAL 1HR FLOOR CLG SCALE: 1 1/2" = 1'-0" <br />LC <br />HOLD BACK GYPSUM <br />BOARD 1/4"-1/2" W/ <br />NON-HARDENING FIRE <br />RATED SEALANT, TYP. <br />1-HR FIRE PARTITION, TYP. <br />1-HR RATED FLOOR / <br />CEILING ASSEMBLY <br />JOIST HANGER, TYP. <br />DBL 2x OR BEAM <br />PER STRUCTURAL <br />FINISH FLOOR <br />PROVIDE 1/4" MINIMUM - <br />1/2" MAX. GAP AT FLOOR. <br />COMPLETELY FILL GAP W/ <br />NON-HARDENING FIRE RATED <br />SEALANT. <br />PROVIDE 1/4" MINIMUM <br />CLOSED CELL FOAM <br />PERIMETER ISOLATION <br />1HR EXTERIOR WALL INTERSECTION <br />SCALE: 1 1/2"=1'-0"FILE NAME: <br />2X SOLID BLOCK'G <br />EXTERIOR FINISH AS <br />OCCURS OVER BUILDING <br />PAPER(S), SEE PLANS <br />BATT INSULATION <br />INTERIORINTERIOR <br />EXTERIOR <br />PROVIDE 1/4" MINIMUM - <br />1/2" MAXIMUM GAP AT <br />FLOOR. COMPLETELY FILL <br />GAP WITH NON-HARDENING <br />FIRE RATED SEALANT. <br />1-HR EXTERIOR <br />WALL, REFER TO <br />DETAIL W1 / A900. <br />1-HR INTERIOR WALL, <br />REFER TO DETAIL W2 / A900 <br />WHERE 2-LAYERS OF 5/8" <br />TYPE-X GYP. BD. OCCUR <br />WRAP POST WITH 2-LAYERS <br />5/8" TYPE-X GYP. BD. <br />ALL AROUND POST <br />5/8" TYPE-X GYPSUM <br />BOARD ALL AROUND POST <br />NOTE: PRIMARY STRUCTURAL FRAME POSTS SHALL HAVE INDIVIDUAL ENCASEMENT <br />FOR 1HR FIRE RATING. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF <br />STRUCTURAL POSTS. ENCASEMENT SHALL EXTEND THROUGH FLOOR/CLG ASSEMBLIES <br />TO TOP OF POST. <br />POST(S) IN DOUBLE WALL <br />POST(S) IN SINGLE WALL <br />POST <br />INDIVIDUAL WOOD POST PROTECTION <br />02_L_INDIVIDUAL WOOD POST PROTECTION SCALE: 3/4" = 1'-0" <br />POST <br />POST <br />FRAME WALL PER ASSEMBLY <br />WHERE 2-LAYERS OF 5/8" <br />TYPE-X GYP. BD. OCCUR <br />WRAP POST WITH 2-LAYERS <br />5/8" TYPE-X GYP. BD. ALL <br />AROUND POST, TYP. <br />POST, TYP. <br />FRAME WALL PER ASSEMBLY <br />FIRE RATED WALL NOTES <br />SOUND AT FIRE RATED WALLS NOTES SCALE: 1 1/2" = 1'-0" <br />FIRE RESISTIVE REQUIREMENTS <br />(RATED ASSEMBLIES REQUIRED AT FIRE RATED WALLS) <br />CBC SECTION 712 - PENETRATIONS <br />SCOPE: THE PROVISIONS OF THIS SECTION SHALL GOVERN THE MATERIALS AND METHODS OF <br />CONSTRUCTION USED TO PROTECT THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS OF <br />HORIZONTAL ASSEMBLIES AND FIRE-RESISTANCE RATED WALL ASSEMBLIES. <br />INSTALLATION DETAILS: WHERE SLEEVES ARE USED, THEY SHALL BE SECURELY FASTENED TO THE <br />ASSEMBLY PENETRATED. THE SPACE BETWEEN THE ITEM CONTAINED IN THE SLEEVE AND THE SLEEVE <br />ITSELF, AND ANY SPACE BETWEEN THE SLEEVE AND THE ASSEMBLY PENETRATED, SHALL BE PROTECTED <br />IN ACCORDANCE WITH THIS SECTION. INSULATION AND COVERINGS ON OR IN THE PENETRATING ITEM <br />SHALL NOT PENETRATE THE ASSEMBLY UNLESS THE SPECIFIC MATERIAL USED HAS BEEN TESTED AS <br />PART OF THE ASSEMBLY IN ACCORDANCE WITH THIS SECTION. WHERE FLOOR/CEILING ASSEMBLIES ARE <br />REQUIRED TO HAVE A MINIMUM 1-HOUR FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE <br />INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED. <br />FIRE-RESISTANT JOINT SYSTEMS <br />GENERAL: JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/ <br />CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN <br />APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME <br />PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR <br />BETWEEN WHICH IT IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN ACCORDANCE <br />WITH CBC SECTION. THE VOID CREATED AT THE INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN <br />EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN ACCORDANCE WITH THE CBC. <br />FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <br />REQUIREMENTS: THE FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS AND ASSEMBLIES SHALL <br />COMPLY WITH THE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION AND SHALL NOT BE LESS THAN <br />THE RATING REQUIRED FOR THE FIRE-RESISTANCE RATED ASSEMBLIES SUPPORTED. <br />FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <br />THICKNESS OF PLASTER: THE MINIMUM THICKNESS OF GYPSUM PLASTER OR PORTLAND CEMENT <br />PLASTER USED IN A FIRE-RESISTANCE-RATED SYSTEM SHALL BE DETERMINED BY THE PRESCRIBED FIRE <br />TESTS. THE PLASTER THICKNESS SHALL BE MEASURED FROM THE FACE OF THE LATH WHERE APPLIED <br />TO GYPSUM LATH OR METAL LATH <br />FIRE-RESISTANCE REQUIREMENTS FOR LAP SIDING <br />FIBER CEMENT LAP SIDING USED IN A FIRE-RESISTANCE-RATED SYSTEM SHALL BE DETERMINED BY THE <br />PRESCRIBED FIRE TESTS. THE FIBER CEMENT LAP SIDING MUST BE INSTALLED PER THE MANUFACTURES <br />SPECIFICATIONS AND MEET THE TESTED REQUIREMENTS AND/OR THE ES REPORT FOR FIRE RATING. <br />1HR INTERIOR WALL INTERSECTION <br />SCALE: 1 1/2"=1'-0"FILE NAME: <br />2x SOLID BLOCKING <br />1-HR INTERIOR WALL, <br />WHERE OCCURS. <br />REFER TO DETAIL W2 / A900 <br />UNITUNIT <br />PROVIDE 1/4" MINIMUM - 1/2" <br />MAXIMUM GAP AT FLOOR. <br />COMPLETELY FILL GAP <br />WITH NON-HARDENING <br />FIRE RATED ACCOUSTICAL <br />SEALANT. <br />UNITUNIT <br />NON RATED <br />INTERIOR PARTITION <br />1HR EXTERIOR WALL INSIDE CORNER <br />SCALE: 1 1/2"=1'-0"FILE NAME: <br />2X SOLID BLOCKING <br />EXTERIOR FINISH AS <br />OCCURS OVER W.R.B., <br />SEE PLANS <br />5/8" TYPE 'X' GYP BD <br />BATT INSULATION <br />PROVIDE 1/4" MINIMUM - <br />1/2" MAXIMUM GAP AT FLOOR. <br />COMPLETELY FILL GAP WITH <br />NON-HARDENING FIRE RATED <br />ACOUSTICAL SEALANT <br />INTERIOR <br />EXTERIOR <br />INTERIOR <br />1-HR INTERIOR WALL, <br />REFER TO DETAIL W2 / A900 <br />1-HR EXTERIOR <br />WALL, REFER TO <br />DETAIL W1 / A900. <br />NOTE: PROVIDE INDIVIDUAL ENCASEMENT FOR 1HR FIRE RATING FOR HORIZONTAL <br />STRUCTURAL MEMBERS THAT ARE A PART OF THE PRIMARY STRUCTURAL FRAME <br />WHERE SUCH MEMBERS SUPPORT MORE THAN TWO FLOORS, ONE FLOOR AND A ROOF <br />OR SUPPORT A LOAD-BEARING WALL OR A NON-LOADBEARING WALL MORE THAN TWO <br />STORIES HIGH. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF STRUCTURAL <br />BEAMS. <br />DROP BEAM CONDITION <br />FLUSH/DROP BEAM CONDITION <br />FLUSH BEAM CONDITION <br />INDIVIDUAL WOOD BEAM PROTECTION <br />02_L_INDIVIDUAL WOOD BEAM PROTECTION SCALE: 3/4" = 1'-0" <br />RESILIENT CHANNELS, TYP.BEAM PER STRUCTURAL <br />5/8" TYPE X GYPSUM BOARD <br />RESILIENT CHANNELS, TYP.BEAM PER STRUCTURAL <br />5/8" TYPE X GYPSUM BOARD <br />RESILIENT CHANNELS, TYP.BEAM PER STRUCTURAL, WRAPPED <br />W/ 5/8" TYPE X GYPSUM BOARD <br />5/8" GYP. BD ON L RUNNER W/ CR CHANNELS EA. <br />SIDE OF GYP.BD. WRAPPED BEAM,1/4" ACOUSTICAL <br />SEALANT CAULKED TO CEILING, CUT GYP. BD. <br />BELOW JOISTS PERPENDICULAR TO BEAM <br />5/8" GYP. BD ON L RUNNER W/ CR CHANNELS <br />AROUND BOTTOM OF GYP.BD. WRAPPED BEAM, <br />1/4" ACOUSTICAL SEALANT CAULKED TO CEILING, <br />5/8" GYP. BD ON L RUNNER TOP & BOTTOM OF BEAM SIDES, W/ <br />CR CHANNELS AROUND EXPOSED GYP.BD. WRAPPED BEAM, <br />1/4" ACOUSTICAL SEALANT CAULKED TO CEILING, <br />WALL AT RECESSED FIXTURE <br />02_F_WALL AT RECESSED FIXTURE SCALE: 1 1/2" = 1'-0" <br />4" MIN. <br />RATED DBL. STUD PARTITION <br />UNRATED PARTITION <br />RECESS FIXTURE WHERE OCCURS - i.e. MED. <br />CAB., EXTINGUISHER, TRASH RECEPTICLE, <br />DISPENSER, LAUNDRY, PLUMBING FAUCET BOX, <br />ICE MAKER BOX, ELECTRICAL PANEL ETC... <br />CABINETS 16 SQ. INCHES OF AREA OR GREATER. <br />UNRATED PARTITION ASSEMBLY PER PLAN <br />RATED PARTITION ASSEMBLY PER PLAN <br />GYPSUM BOARD PER ASSEMBLY <br />WRAPPED INTO RECESS OPENING <br />ALL SIDES ALL JOINTS TAPED, TYP. <br />GYPSUM BOARD PER ASSEMBLY <br />EXTENDING 4" BEYOND RECESS <br />OPENING ALL SIDES <br />PLYWOOD PER <br />STRUCTURAL WHERE <br />OCCURS <br />BATT INSULATION <br />FOR SOUND PER <br />PLAN <br />INSULATION PER <br />ASSEMBLY <br />RATED EXTERIOR WALL <br />RATED WALL ASSEMBLY PER PLAN <br />GYPSUM BOARD PER ASSEMBLY <br />WRAPPED INTO RECESS OPENING <br />ALL SIDES ALL JOINTS TAPED, TYP. <br />EXTERIOR SHEATHING OR <br />PLASTER PER ASSEMBLY <br />INSULATION PER <br />ASSEMBLY <br />RECESSES OR RECESSED FIXTURES ARE NOT TO OCCUR IN <br />ASSEMBLIES WITH 2-HR RATING OR HIGHER <br />NOTES: <br />1.DEPTH OF BOXES SHALL BE COMPATIBLE WITH WALL OR PARTITION STUD SIZE AND <br />ACCOMMODATE LISTED PADS WHEN USED. <br />2.ALL UNUSED KNOCK-OUTS IN BOXES SHALL BE PLUGGED. <br />3.CONDUIT SHALL BE INSTALLED ON THE SIDE SERVED IN DOUBLE STUD OR <br />STAGGERED STUD WALLS AND PARTITIONS. CONDUIT IS NOT ALLOWED IN THE AIR <br />SPACE BETWEEN STUD ROWS. <br />4.SEPARATE CONDUIT SHALL BE PROVIDED FOR BOXES ON OPPOSITE SIDES OF <br />SINGLE STUD ACOUSTIC WALLS OR PARTITIONS. <br />5.CONTRACTOR SHALL DRILL ALL STUDS AS REQUIRED FOR INSTALLATION OF <br />CONDUIT CONSISTENT WITH STRUCTURAL REQUIREMENTS. <br />6.LISTED PAD WRAPS ARE REQUIRED ON ALL BOXES AT ALL WALLS AND PARTITIONS <br />THAT REQUIRE ACOUSTICAL INSULATION. SEE ACOUSTICAL REPORT FOR <br />ADDITIONAL REQUIREMENTS. <br />7.STEEL OR LISTED BOXES MAY BE SEPARATED BY OTHER LISTED MATERIALS AND <br />METHODS IN SINGLE OR DOUBLE STUD CONFIGURATIONS PER LISTING <br />MEMBRANE PENETRATIONS SHALL BE INSTALLED WHERE WALLS OR PARTITIONS ARE <br />REQUIRED TO HAVE A FIRE-RESISTIVE-RATING, RECESSED FIXTURES SHALL BE <br />INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED. <br />MEMBRANE PENETRATION OF MAXIMUM 2-HR FIRE-RESISTANT-RATED WALLS AND <br />PARTITIONS ARE ALLOWED BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 <br />SQUARE INCHES IN AREA, PROVIDED THE AGGREGATE AREA OF THE OPENINGS <br />THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE INCHES IN 100 SQUARE <br />FEET. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL <br />ARE ALLOWED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN <br />FIRE-RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE <br />INSTRUCTIONS INCLUDED WITH THE LISTING. <br />SINGLE STUD WALL / PARTITION OPTIONS <br />STEEL OR LISTED BOXES SEPARATED <br />BY OTHER LISTED MATERIALS AND <br />METHODS INCLUDING SHAFT LINER <br />PANELS IN INTERVENING SPACE IN 2-HR <br />FIRE WALLS WHERE PRESENT <br />DOUBLE STUD WALL / PARTITION OPTIONS <br />(SIMILAR FOR DOUBLE STAGGERED OR SINGLE STAGGERED STUDS) <br />ANNULAR SPACE BETWEEN <br />BOX AND WALL MEMBRANE <br />NOT TO EXCEED 1/8", TYP. <br />CONDUIT, TYP. <br />RATED OUTLET PENETRATIONS <br />02_F_OUTLET PENETRATIONS SCALE: 1 1/2" = 1'-0" <br />STEEL OR LISTED <br />BOXES SEPARATED W/ <br />SOLID FIRE BLOCKING <br />STEEL BOXES SEPARATED BY NOT <br />LESS THAN 24" WHERE THE WALL <br />OR PARTITION IS CONSTRUCTED <br />WITH INDIVIDUAL <br />NONCOMMUNICATING STUD <br />CAVITIES OR LISTED BOXES PER <br />HORIZONTAL DISTANCE IN LISTING <br />STEEL BOXES SEPARATED NOT LESS THAN THE <br />DEPTH OF THE WALL CAVITY WHERE THE WALL <br />CAVITY IS FILLED WITH CELLULOSE LOOSE FILL, <br />ROCKWOOL OR SLAG MINERAL WOOL INSULATION <br />MIN. <br />HORIZONTAL <br />STEEL OR LISTED BOXES SEPARATED <br />W/ LISTED PUTTY PADS ON BOTH BOXES <br />STEEL OR LISTED <br />BOXES SEPARATED W/ <br />LISTED PUTTY PADS ON <br />BOTH BOXES <br />ANNULAR SPACE <br />BETWEEN BOX AND <br />WALL MEMBRANE NOT <br />TO EXCEED 1/8", TYP. <br />"X <br />" <br />NOT LESS <br />THAN "X" <br />WALL BEHIND TUB OR SHOWER <br />02_F_WALL BEHIND TUB SHOWER SCALE: 1 1/2" = 1'-0" <br />TUB OR SHOWER PER PLANS <br />FIRE RATED ACCOUSTIC SEALANT <br />RATED FLOOR ASSEMBLY PER PLAN <br />MAINTAIN FIRE RATED ASSEMBLY <br />W/ MOISTURE RESISTANT FIRE <br />CODE GYPSUM BOARD PER <br />ASSEMBLY CONTINUOUS BEHIND <br />TUB OR SHOWER UNIT <br />TUB OR SHOWER PER PLANS <br />RATED FLOOR ASSEMBLY PER PLAN <br />RATED FLOOR ASSEMBLY PER PLAN <br />1/2" CEMENT BOARD OVER W.P <br />MEMBRANE <br />2x BLOCKING AT FLANGE <br />2x BLOCKING AT FLANGE <br />2x BLOCKING AT FLANGE <br />RATED SHEAR WALL / PARTITION <br />RATED WALL / PARTITION <br />UNRATED PARTITION <br />FIRE RATED ACCOUSTIC SEALANT <br />PLYWOOD PER STRUCTURAL <br />MAINTAIN FIRE RATED ASSEMBLY <br />W/ MOISTURE RESISTANT FIRE <br />CODE GYPSUM BOARD PER <br />ASSEMBLY CONTINUOUS BEHIND <br />TUB OR SHOWER UNIT <br />GLASS FIBER BATT <br />INSULATION FOR <br />SOUND <br />GLASS FIBER BATT <br />INSULATION PER <br />ASSEMBLY <br />GLASS FIBER BATT <br />INSULATION PER <br />ASSEMBLY <br />1/2" CEMENT BOARD OVER W.P <br />MEMBRANE <br />1/2" CEMENT BOARD OVER W.P <br />MEMBRANE <br />NOTE:SHOWER FINISH MATERIAL SHALL BE <br />THIN SET APPLIED OVER BACKER BOARD. <br />1 <br />2-HR UTILITY SHAFT <br />SCALE: 1 1/2"=1'-0"FILE NAME: <br />WOOD OR <br />METAL STUDS <br />MECHANICAL, <br />ELECTRICAL OR <br />PLUMBING WHERE <br />REQUIRED. <br />BATT INSULATION <br />PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />2 LAYERS 5/8" <br />TYPE X GYP <br />BOARD EACH <br />SIDE <br />W3 <br />A900 <br />2-HR FIRE-RES. RATED <br />INT. WOOD WALL <br />ALT. 2-HR FIRE-RES. RATED <br />INT. STEEL STUD SHAFT LINER <br />W4 <br />A900 <br />HISTORIC FRENCH PARK - FENCE DESIGN GUIDELINES - PLAIN WOOD <br />SCALE: N.T.S. <br />1 <br />HOLD- 829 N <br />Garfield St1/15/2025