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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />PAINT TO MATCH <br />2" <br /> <br />M <br />I <br />N <br />. <br />1 <br />3 COAT EXTERIOR CEMENT <br />PLASTER OVER METAL LATH AND 2 <br />LAYERS OF 60 MIN. GRADE 'D' <br />BUILDING PAPER <br />CONT. NON HARDENING <br />VINYL"ROPE" SEALANT <br />2x WOOD STUD WALL (WITH <br />INSULATION) PER WALL LEGEND ANCHOR BOLTS AS <br />REQUIRED - SEE <br />STRUCT. <br />EXISTING CONC. <br />SLAB <br />2x P.T. SILL PLATE <br />EXT. SHEATHING <br />PER WALL <br />LEGEND <br />26 GA. CORROSION- <br />RESISTANT WEEP <br />SCREED <br />NOTE: <br />1. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING THAT ARE IN CONTACT WITH <br />EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE <br />OF NATURAL DURABLE OR PRESERVATIVE-TREATED WOOD. <br /> EXCEPTION: AT EXTERIOR WALLS WHERE THE EARTH IS PAVED WITH AN ASPHALT OR <br />CONCRETE SLAB AT LEAST 18" WIDE AND DRAINING AWAY FROM THE BUILDING, THE <br />BOTTOM OF SILLS ARE PERMITTED TO BE 6" ABOVE THE TOP OF SUCH SLAB. OTHER <br />EQUIVALANT MEANS OF TERMITE AND DECAY PROTECTION MAY BE ACCEPTED BY THE <br />ENFORCEMENT AGENCY (CBC 2304.12.1.2) <br />2. WEEP SCREED TO BE INSTALLED PER CBC SECTION 2512.1.2 <br />3. SEE WALL ASSEMBLY DETAILS FOR FIRE AND ACOUSTICAL REQUIREMENT <br />EXISTING <br />CONCRETE SLAB <br />3 COAT EXTERIOR CEMENT <br />PLASTER OVER METAL LATH AND 2 <br />LAYERS OF 60 MIN. GRADE 'D' <br />BUILDING PAPER <br />ANCHOR BOLTS <br />AS REQUIRED - <br />SEE STRUCT. <br />24 GA. GALV. (BONDERIZED) <br />MTL. FLASHING OVER COLD <br />APPLIED FLUID <br />WATERPROOFING (COLOR TO <br />MATCH WALL) * <br />EXTERIOR WALL AT BUILDING PERIMETER <br />SCALE: 3"=1'-0" <br />SLOPE <br />SLOPE <br />A- AT FINISH GRADE <br />8" <br /> <br />M <br />I <br />N <br />. <br />SE <br />E <br /> <br />N <br />O <br />T <br />E <br /> <br /># <br />1 <br />B- AT CONCRETE SLAB <br />1/2" <br />FELT EXPANSION JOINT FILLER <br />TOPPED WITH COMPATIBLE WEATHER <br />RESISTANT UV RATED SEALANT <br />2" <br />MI <br />N <br />. <br />2" <br />MI <br />N <br />. <br />4" <br />MI <br />N <br />. <br />COLD APPLIED FLUID <br />WATERPROOFING * <br />HARDSCAPE, WHERE <br />OCCURS <br />26 GA. CORROSION- RESISTANT <br />WEEP SCREED <br />2x WOOD STUD WALL ANCHOR BOLTS AS <br />REQUIRED - SEE <br />STRUCT.THERMAL INSULATION <br />@ CONDITIONED SPACES <br />26 GA. CORROSION- <br />RESISTANT J-MOLD <br />CORRIDOR SLAB <br />PER STRUCTURAL <br />PLANS <br />VA <br />R <br />I <br />E <br />S <br />FINISH GRADE <br />4EXTERIOR WALL AT INTERIOR COURTYARD <br />SCALE: 3"=1'-0" <br />3 COAT EXTERIOR CEMENT PLASTER <br />OVER METAL LATH AND 2 LAYERS OF 60 <br />MIN. GRADE 'D' BUILDING PAPER <br />BACKER ROD & SEALANT <br />* INSTALL COLD APPLIED FLUID WATERPROOFING AND METAL FLASHING WHEN <br />HARDSCAPE IS LESS THAN 2" BELOW FINISH FLOOR. CAULK JOINT BETWEEN <br />SHEATHING / GWB AND FOUNDATION WITH MANUFACTURER'S RECOMMENDED <br />SEALANT <br />5 <br />10 <br />STRUCTURAL SLAB <br />EXTERIOR WALL @ CONCRETE <br />SCALE: 3"=1'-0" <br />FLOOR DRAIN ASSEMBLY <br />SCALE: 3"=1'-0" <br />1' <br />- <br />0 <br />" <br />MT <br />L <br /> <br />F <br />L <br />A <br />S <br />H <br />I <br />N <br />G <br />4" <br />MTL FLASHING <br />24 GA BONDERIZED <br />MTL FLASHING <br />2" <br />MI <br />N <br />. <br />ST <br />U <br />C <br />C <br />O <br /> <br />S <br />C <br />R <br />E <br />E <br />D <br />TO <br /> <br />L <br />A <br />P <br />MT <br />L <br /> <br />F <br />L <br />A <br />S <br />H <br />I <br />N <br />G <br />3" <br /> <br />M <br />I <br />N <br />. <br />WATERPROOFING <br />DRAINAGE MAT <br />SCHEDULED WALL ASSEMBLY <br />HARDROCK TOPPING <br />7/8" EXT. CEMENT PLASTER O/ MTL. LATH <br />O/ GRADE 'D' BLDG. PAPER (2 LAYERS OF <br />GRADE 'D' BLDG. PAPER @ SHEATHING) <br />24 GA BONDERIZED MTL FLASHING <br />WATERPROOFING CONT. UP WALL 10" MIN. <br />GALVANIZED MTL STUCCO WEEP SCREED <br />FLUID APPLIED <br />WATERPROOFING TO <br />PREVENT MTL FLASHING <br />FROM CONTACTING CONC. <br />STAINLESS STEEL PROTECTION <br />FLASHING O/ WATERPROOFING <br />MEMBRANE <br />FIBROUS EXPANSION JOINT (NO <br />ATTACHMENT THRU WATERPROOFING) <br />CEMENTITIOUS MORTAR WHERE REQUIRED <br />TO FLUSH OUT W/ PLYWOOD SHEATHING <br />OR EXTEND CONC. SLAB TO MATCH <br />PLYWOOD SHEATHING WHERE OCCURS <br />HARD ROCK CONC. TOPPING SLAB <br />3" MIN. AT LOWEST POINT <br />DECK DRAIN, SEE PLUMBING <br />DRAINAGE BOARD OVER <br />WATERPROOFING MEMBRANE - <br />EXTEND WATERPROOFING <br />DRAINAGE MATERIAL INTO DRAIN <br />BODY <br />SLOPE TO DRAIN <br />SEE CIVIL <br />SLOPE TO DRAIN <br />SEE CIVIL <br />9EXTERIOR WALL @ DECK <br />SCALE: 3"=1'-0" <br />ELASTOMERIC <br />WATERPROOFING <br />COATING SYSTEM - INSTALL <br />PER MFG. INSTALLATION <br />INSTRUCTIONS, SLOPE TO <br />DRAIN <br />CONCRETE SLAB - SEE <br />STRUCTURAL DWGS. <br />4" <br />MTL FLASHING <br />ST <br />U <br />C <br />C <br />O <br /> <br />S <br />C <br />R <br />E <br />E <br />D <br />TO <br /> <br />L <br />A <br />P <br />MT <br />L <br /> <br />F <br />L <br />A <br />S <br />H <br />I <br />N <br />G <br />3" <br /> <br />M <br />I <br />N <br />. <br />SCHEDULED WALL ASSEMBLY <br />7/8" EXT. CEMENT PLASTER O/ MTL. LATH <br />O/ GRADE 'D' BLDG. PAPER (2 LAYERS OF <br />GRADE 'D' BLDG. PAPER @ SHEATHING) <br />24 GA BONDERIZED MTL FLASHING <br />GALVANIZED MTL STUCCO WEEP <br />SCREED <br />SLOPE <br />2" <br />MI <br />N <br />. <br />FIBROUS OR CEMENTITIOUS <br />FILLER AS REQ'D. <br />RUN DECK WATERPROOFING UP <br />WALL 6" MIN. <br />LAP 1 LAYER OF BLDG. PAPER BEHIND <br />DRIP SCREED & LAP 2ND LAYER OF <br />BLDG. PAPER OVER DRIP SCREED <br />6" <br /> <br />M <br />I <br />N <br />. <br />F.F. LEVEL <br />WEATHER RESISTIVE <br />BARRIER <br />3 COAT EXTERIOR CEMENT <br />PLASTER OVER METAL <br />LATH AND 2 LAYERS OF 60 <br />MIN. GRADE 'D' BUILDING <br />PAPER <br />STRUCT. SHEATHING <br />WHERE OCCURS, <br />SEE STRUCT. DRWG. <br />METAL COPING CAP <br />4" <br />TY <br />P <br />. <br />WOOD FRAMING, <br />SEE STRUCT. DRWG. <br />SLOPE <br />1/2"/FT. MIN. <br />SPECIFIED <br />FASTENERS <br />PLASTER STOP <br />CONT. GALV. MET. CLEAT <br />FASTEN W/ GALV. ANNULAR <br />RING SHANK NAILS AT 3" <br />O.C. <br />NOTES: <br />1)FOR WALL FLASHINGS OVER 3'-0", INTERMEDIATE FASTENING IS REQUIRED <br />AT 3'-0" INTERVALS PER MANUFACTURER'S SPECIFICATION <br />8 <br />HIGH-TEMAPERATURE <br />RESISTANT S.A.F. INSTALL PER <br />MANUF. SPEC'S <br />METAL CAPPING <br />UNDERLAY TO <br />PROVIDE ISOLATION <br />OF METAL FLASHING <br />TO FRAMING <br />ROOF TOP PARAPET <br />SCALE: 3"=1'-0" <br />11 <br />SLOPE <br />14" / FT. MIN. <br />'TPO' SINGLE PLY ROOF'G <br />HOT AIR WELD <br />VERTICALLY APPLIED 'TPO' <br />SINGLE PLY ROOF'G O/ 14" <br />THK. "DENSDECK-PRIME" <br />GLASS MAT GYP. ROOF <br />BRD. W/ 'TPO' SINGLE PLY <br />ADHESIVE <br />GALV. ANNULAR RING <br />SHANK NAILS @ 6" O.C. <br />ROOF FRAMING, <br />SEE STRUCT. DRWG. <br />VERIFY EXTERIOR <br />WALL ASSEMBLY <br />PLYWD. O/ 2X RIP STRIPS. <br />SPACING PER STRUCT. <br />DWGS. <br />12 <br />2x STUDS @ 16" O.C., <br />SEE STRUCT. DWGS. <br />STRUCTURAL SHEATHING, <br />PER STRUCT. DRWG. <br />METAL COPING CAP <br />PLASTER STOP <br />'TPO' SINGLE PLY <br />MEMBRANE FLASHING <br />CONT. GALV. MET. CLEAT <br />FASTEN W/ GALV. <br />ANNULAR RING SHANK <br />NAILS AT 3" O.C. <br />BUTYL SEALING TAPE <br />3 COAT EXTERIOR <br />CEMENT PLASTER OVER <br />METAL LATH AND 2 <br />LAYERS OF 60 MIN. GRADE <br />'D' BUILDING PAPER <br />RUN 'TPO' SINGLE PLY <br />MEMBRANE FLASHING UP <br />FACE OF PARAPET <br />WOOD FRAMING, <br />SEE STRUCT. DRWG. <br />14" DENS DECK <br />ROOF BOTTOM PARAPET <br />SCALE: 3"=1'-0" <br />ROOF TOP PARAPET <br />SCALE: 3"=1'-0" <br />ROOF <br />EXTERIOR <br />ROOF <br />VERIFY EXTERIOR <br />WALL ASSEMBLY <br />LISTING: <br />STC RATING NOT TESTED <br /> CBC TABLE 721.1(2) 15-1.13 <br />ASSEMBLY 1-HR. WALL <br />2x WOOD STUD WALL (WITH <br />INSULATION) PER WALL LEGEND <br />EXT. SHEATHING <br />PER WALL <br />LEGEND <br />61-HOUR FLOOR/CEILING ASSEMBLY <br />SCALE: 3"=1'-0" <br />NOTE: <br />1-HOUR ASSEBLY PER CBC TABLE <br />721.1(3), ITEM 21-1.1. <br />FLOORING (CARPET, VCT, ETC.) <br />CONCRETE TOPPING SLAB <br />1/2" PLYWOOD SHEATHING <br />FLOOR JOISTS (MINIMUM <br />2x8, AT 24" O.C., MAX.) <br />BATT INSULATION (NOT <br />REQUIRED FOR RATING) <br />2-LAYERS TYPE "X" <br />GYP. BD. <br />71-HOUR ROOF/CEILING ASSEMBLY <br />SCALE: 3"=1'-0" <br />NOTE: <br />1-HOUR ASSEBLY PER CBC TABLE <br />721.1(3), ITEM 21-1.1. <br />1/2" PLYWOOD SHEATHING <br />ROOF JOISTS (MINIMUM <br />2x8, AT 24" O.C., MAX.) <br />BATT INSULATION (NOT <br />REQUIRED FOR RATING) <br />2-LAYERS TYPE "X" <br />GYP. BD. <br />SINGLE-PLY ROOFING <br />SEE PLANS <br />1/2" DENSGLASS OVER TAPERED <br />RIGID FIBER BOARD <br />CONT. SHAPED 2x3 <br />CONT. SHAPED 3x6 <br />EXISTING WOOD FURRED <br />COLUMN, V.I.F. <br />EIFS OVER EXISTING FRAMED COLUMN <br />1 1/2"=1'-0"15 <br />6" <br /> <br />M <br />I <br />N <br />. <br />6" <br /> <br />M <br />I <br />N <br />. <br />1% SLOPE1% SLOPE <br />HIGH TEMPERATURE RESISTANT SELF <br />ADHERED FLEXIBLE FLASHING. INSTALL <br />PER MANUF. SPEC'S <br />22GA. GALV. LEDGE FLASHING <br />BUTT SEAM W/ SEALANT AND <br />BACKUP PLATE FASTENED ONE <br />SIDE PER SMACNA STANDARDS <br />JOINT @ METAL PANEL <br />SCALE: 1"=1" <br />REYNOBOND METAL PANEL <br />DRY GASKET, TYP. <br />(N) 2-LAYERS OF GRADE 'D' <br />BLDG. PAPER OVER (E) 1/2" <br />PLYWOOD SHEATHING OR (N) <br />12" DENS GLAS WHERE <br />OCCURS OVER 2x WOOD <br />STUDS @ 16" O.C. <br />SEALANT <br />18 <br />SLOPE <br />(N) REYNOBOND CAP <br />FLASHING. <br />(E) 1/2" PLYWOOD <br />SHEATHING. <br />(E) WOOD FRAMING, TYP. <br />(N) REYNOBOND METAL <br />PANEL. <br />3" <br />20matel panel cap detail <br />SCALE: 3"=1'-0" <br />(N) 2-LAYERS OF GRADE 'D' <br />BLDG. PAPER OVER 12" <br />DENS GLASS OVER 2x <br />WOOD STUD @ 16" O.C. <br />(N) 2x WOOD PLATE. <br />(E) ROOF FLASHING <br />19wall to ceiling <br />SCALE: 3"=1'-0" <br />(N) 2-LAYERS OF GRADE "D" <br />BLDG. PAPER OVER (E) WOOD <br />FRAME <br />(N) METAL PANEL "BY <br />REYNOBOND" OR APPROVED <br />EQUAL <br />(N) SEALANT OVER BACKER <br />ROD, TYP. <br />1 2" <br />G <br />A <br />P <br />, <br />V. <br />I <br />. <br />F <br />. <br />(N) 7 8" MIN. THK. EXTERIOR CEMENT <br />PLASTER <br />ALUM. COMPOSITE PANEL <br />WEATHER BARRIER <br />SYSTEM EXTRUSIONS & CLIPS <br />EXTERIOR SHEATHING <br />SYSTEM EXTERIOR REVEAL <br />SYSTEM FLASHING <br />TPO WALL FLASHING ADHERED TO WALL WITH <br />APPROVED MEMBRANE ADHESIVE <br />ROOF <br />STRUCTURE, <br />SEE STRUCT. <br />DWG. <br />1 1/2 MIN. CONT. WELD <br />1/2" "DENSDECK PRIME" ROOF <br />BOARD, INSTALL OPER <br />MANUF. <br />APPROVED EDGE SEALANT <br />TPO MEMBRANE <br />TPO APPROVED MEMBRANE <br />ADHESIVE <br />8" <br />MI <br />N <br />. <br />17WALL TO ROOF <br />SCALE: 3"=1'-0" <br />14EIFS SILL @ EXISTING COLUMN <br />SCALE: 3"=1'-0" <br />1' <br />- <br />0 <br />" <br />MT <br />L <br /> <br />F <br />L <br />A <br />S <br />H <br />I <br />N <br />G <br />4" <br />MTL FLASHING <br />24 GA BONDERIZED <br />MTL FLASHING <br />WATERPROOFING <br />DRAINAGE MAT <br />CONCRETE TOPPING <br />EIFS SYSTEM OVER METAL LATH O/ (2) <br />LAYERS OF W.R.B. COMPLYING W/ ASTM <br />E2556, TYPE I. <br />INSTALL PER MANUFACTURER <br />FLUID APPLIED <br />WATERPROOFING TO <br />PREVENT MTL FLASHING <br />FROM CONTACTING CONC. <br />STAINLESS STEEL PROTECTION <br />FLASHING O/ WATERPROOFING <br />MEMBRANE <br />FIBROUS EXPANSION JOINT (NO <br />ATTACHMENT THRU WATERPROOFING) <br />CEMENTITIOUS MORTAR WHERE REQUIRED <br />TO FLUSH OUT W/ PLYWOOD SHEATHING <br />OR EXTEND CONC. SLAB TO MATCH <br />PLYWOOD SHEATHING WHERE OCCURS <br />CONTINUOUS WEEP SCREED, SEE <br />SPECS A807 <br />EXTERIOR CEMENT PLASTER <br />OVER METAL LATH AND (2) <br />LAYERS OF 60 MIN. GRADE "D" <br />BUILDING PAPER <br />13EXTERIOR SOFFIT <br />SCALE: 1 1/2"=1'-0" <br />BOTTOM OF DECK JOIST <br />DRIP SCREED BY "FRY REGLET <br />DS-875-875" OR APPROVED <br />EQUAL <br />NOTE: <br />REFER TO A808 FOR DRIP SCREED SPECIFICATIONS <br />2X WALL FRAMNG PER <br />STRUCT. <br />16 <br />3 COAT EXTERIOR CEMENT <br />PLASTER OVER METAL <br />LATH AND 2 LAYERS OF 60 <br />MIN. GRADE 'D' BUILDING <br />PAPER <br />EXPANDED FLANGE <br />CONTROL JOINT SCREED - <br />CEMCO DOUBLE "J" (XJ-15) . <br />INSTALL PER <br />MANUFACTURER. <br />SHEATHING WHERE <br />OCCURS PER STRUCT <br />BLOCKING AS REQ'D <br />NOTE: <br />1. SEE EXTERIOR ELEVATIONS FOR LOCATION OF CONTROL JOINTS <br />2. CONTROL JOINTS TO STOP SHORT 1/4" OF WINDOWS AND DOORS <br />3. REFER TO A808 & A807 PER SPECIFICATIONS <br />STUCCO CONTROL JOINT (VERTICAL/HORIZONTAL) <br />SCALE: 1"=1" <br />TIE WIRE OF EACH FLANGE <br />TO WIRE MESH <br />REMOVED TAPE <br />AFTER THE FINISH <br />COAT <br />CLIENT: <br />SUBMITTAL <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />B <br />S <br />B <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />, <br /> <br />i <br />n <br />c <br />. <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />JOB NO. <br />DATEREVISION <br />SHEET TITLE <br />SHEET NO. <br />08.08.2023PLANNING SUBMITTAL <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 />5 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />0 <br />0 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />- <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />I <br />CM220584.00 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <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 />5 <br />CL <br />I <br />E <br />N <br />T <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />1ST PC SUBMITTAL - BUILDING <br />PLAN CHECK RESUBMITTAL <br />02.08.2024 <br />PLAN CHECK RESUBMITTAL 09.09.2024 <br />970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 <br />O: 310.217.8885 <br />BSBDESIGN.COM <br />PLAN CHECK RESUBMITTAL 10.17.2024 <br />EXTERIOR DETAILS <br />PLAN CHECK CORRECTIONS 10.17.2024 <br />B <br />B <br />A805 <br />REN. 11/30/25 <br />2130 E 4th St <br />2/11/2025