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LIBRARY <br />LIBRARY <br />(REV. <br />4/23/18) <br />LIBRARY <br />GALVANIZED METAL LATH <br />EXPANDED METAL LATH AT HORIZONTAL SURFACE SUCH AS CEILING ON <br />SOFFIT. FLAT RIB EXPANDED METAL LATH CAN BE ATTACHED TO <br />SUPPORTS FOR CEILINGS AND SOFFITS UP TO 19" O.C. AND HIGH RIB CAN <br />SPAN 24" O.C. <br />W.R.B. : WEATHER RESISTIVE BARRIER (2-LAYERS OF W.R.B. COMPLYING <br />WITH ASTM E2556 TYPE I, WHERE PLASTER OCCURS OVER WOOD-BASED <br />SHEATHING, CBC SEC 2510.6) <br />S.A.F. -SELF-ADHESIVE FLASHING <br />BACKER ROD AND SEALANT; EXPOSED SEALANT SHALL BE CHECKED <br />ANNUALLY AND MAINTAINED AS RECOMMENDED BY MANUFACTURER <br />NOTES <br />1. WALL ASSEMBLY: REVIEW PLAN AND WALL ASSEMBLY DETAILS FOR FIRE RATED <br />CONSTRUCTION REQUIREMENTS, LOCATIONS AND RATED ASSEMBLIES <br />2. INTERIOR CONDITION IS NOT SHOWN, REVIEW PLAN AND WALL ASSEMBLY DETAILS <br />3. THERMAL INSULATION IS NOT SHOWN, SEE T-24 ENERGY ANALYSIS REPORT FOR TYPE <br />AND LOCATIONS <br />1' - 0" <br />MIN <br />2" <br />MTL. FLASHING <br />4" <br />FLUID APPLIED WATERPROOFING <br />TO PREVENT METAL FLASHING <br />FROM CONTACTING CONCRETE <br />24 GA BONDERIZED <br />MTL FLASHING <br />WATERPROOFING <br />DRAINAGE MAT <br />HARDROCK TOPPING <br />(MIN 2 ½") <br />EXTERIOR CEMENT PLASTER OVER <br />METAL LATH O/ (2) LAYERS OF W.R.B. <br />COMPLYING W/ ASTM E2556, TYPE I <br />24 GA BONDERIZED MTL FLASHING <br />WATERPROOFING <br />CONT. UP WALL 10" MIN <br />GALVANIZED METAL <br />STUCCO WEEP SCREED <br />STAINLESS STEEL <br />PROTECTION FLASHING O/ <br />WATERPROOFING MEMBRANE <br />TURN UP DRAINAGE MAT <br />WHERE EXT. CONDITION <br />OCCUR ABOVE INTERIOR <br />OCCUPIED SPACE <br />BACKER ROD AND SEALANT <br />CORRIDOR / BALCONY <br />3" MIN. <br />STUCCO SCREED <br />TO LAP MTL FLASHING <br />WALL ASSEMBLY <br />SCHEDULED <br />EXTERIOR CEMENT PLASTER <br />OVER METAL LATH O/ (2) LAYERS <br />OF W.R.B. COMPLYING W/ ASTM <br />E2556, TYPE I <br />PLYWOOD SHEATHING <br />WHERE OCCURS <br />TYPICAL WOOD STUD <br />WALL CORNER FRAMING <br />OUTSIDE METAL <br />CONT. STUCCO <br />CORNER BEAD TYP <br />2x WOOD STUD WALL <br />2x WOOD FRAMING <br />PER STRUCTURAL <br />METAL STUCCO INSIDE CORNER <br />CONT. MTL. SCREED, WIRE TIE <br />TO WIRE MESH <br />EXTERIOR CEMENT PLASTER OVER <br />METAL LATH O/ (2) LAYERS OF W.R.B. <br />COMPLYING W/ ASTM E2556, TYPE I <br />PLYWOOD SHEATHING WHERE <br />OCCURS -SEE STRUCT. <br />EXTERIOR CEMENT <br />PLASTER OVER METAL <br />LATH O/ (2) LAYERS OF <br />W.R.B. COMPLYING W/ <br />ASTM E2556, TYPE I <br />SCHEDULED WALL <br />ASSEMBLY <br />STRUCT. SHEATHING - <br />SEE STRUCT. <br />24 GA. SHEET METAL <br />GALV. Z METAL <br />FLASHING SET <br />IN SEALANT <br />CONCRETE SLAB - <br />SEE STRUCT. <br />EXTERIOR CEMENT PLASTER <br />O/ ACRYLIC BONDER <br />FINISH FLOOR <br />SLOPE3:12 <br />3 1/2" <br />1/2" <br />3/8" <br />V.I.F. <br />EXTERIOR CEMENT <br />PLASTER OVER METAL <br />LATH O/ (2) LAYERS OF <br />W.R.B. COMPLYING W/ ASTM <br />E2556, TYPE I <br />EXPANDED FLANGE <br />CONTROL JOINT SCREED <br />STRUCTURAL SHEATHING <br />WHERE OCCURS <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 />TIE WIRE OF EACH <br />FLANGE TO WIRE MESH <br />EXTERIOR CEMENT PLASTER OVER <br />METAL LATH O/ (2) LAYERS OF W.R.B. <br />COMPLYING W/ ASTM E2556, TYPE I <br />2x WOOD STUD WALL <br />PLYWOOD SHEATHING WHERE <br />OCCURS -SEE STRUCT. <br />TYPICAL WOOD FRAMING <br />PER STRUCT'L DWGS. -TYP. <br />METAL REVEAL DRIP <br />SCREED PAINTED -TYP. <br />EXPANDED METAL LATH <br />*SEE PLAN FOR SOFFIT DEPTH <br />*PROVIDE DRIP SCREED WHEN SOFFIT DEPTHS 18" OR MORE <br />ADHERED STONE VENEER <br />INSTALLED PER MANUF. <br />SPECS <br />SCRATCH COAT/MORTAR <br />MORTAR JOINT <br />GALVANIZED METAL LATH <br />2x WOOD STUD WALL - SEE STRUCT. <br />(2) LAYERS OF GRADE "D" <br />BLDG PAPER (W.R.B.) O/ <br />EXTERIOR SHEATHING <br />NOTE: <br />FOR W.R.B. LAP JOINTS MINIMUM 6" AT <br />VERTICAL JOINTS AND MINIMUM 2" AT <br />HORIZONTAL JOINTS IN SHINGLE <br />FASHION. CONTINUOUSLY WRAP <br />W.R.B. AND METAL LATH A MINIMUM 16" <br />TO NEXT FRAMING MEMBER AROUND <br />ALL OUTSIDE AND INSIDE CORNERS. <br />USE MANUF. OUTSIDE <br />CORNER PIECES IN <br />ALTERNATING FASHION <br />FRAMING PER <br />STRUCT. DWG <br />CEMENT PLASTER <br />FINISH SYSTEM O/ <br />WIRE LATH O/ W.R.B. <br />SHEATHING WHERE OCCURS <br />MASONRY VENEER <br />OVERLAP <br />6" MIN <br />OVERLAP <br />6" MIN <br />FRAMING PER STRUCT DWG <br />ADHERED MASONRY VENEER <br />SHALL NOT TOUCH OR ATTACH <br />TO ADJACENT WALL FINISH <br />CEMENT MORTAR SYSTEM O/ <br />WIRE LATH O/ W.R.B. <br />SHEATHING WHERE OCCURS <br />ADHERED STONE VENEER <br />INSTALLED PER MFR. SPECS. <br />CONT. CAULK <br />STAIR & RAILING GENERAL NOTES: <br />1. THE LARGEST RISE OR RUN IN A FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST <br />BY MORE THAN 3/8". <br />2. 7" MAX RISER AND 11" MIN TREAD ARE REQUIRED PER CBC REFER TO PLANS FOR <br />ACTUAL RISER AND TREAD DIMENSION. <br />3. ALL STAIR TREAD FINISHES SHALL BE SLIP RESISTANT. <br />4. MAINTAIN 80" MINIMUM VERTICAL CLEARANCE MEASURED VERTICALLY FROM A PLANE <br />PARALLEL AND TANGENT TO THE STAIRWAY TREAD NOSINGS. <br />5. STAIRS AND RAILINGS ARE TO BE SHOP PRIMED WITH RUST INHIBITING PAINT PRIOR <br />TO INSTALLATION. <br />6. VERIFY FIELD MEASUREMENTS PRIOR TO FABRICATION. <br />7. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE <br />EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO <br />SMALL UNIFORM RADIUS. <br />8. STAIR GUARDRAIL AND HANDRAIL: SEE DETAIL...................................... <br />9. STAIR WARNING STRIP: SEE DETAIL.......................................................... <br />10. STAIR NOSING: SEE DETAIL......................................................................... <br />11. INTERIOR STAIRS: MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH <br />FLIGHT WITH A STRIPE OF CONTRASTING COLOR AT LEAST 2" MIN. & 4" MAX. WIDE <br />PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR <br />LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT <br />AS OTHER TREADS OF THE STAIR. A PAINTED STRIPE IS ACCEPTABLE. <br />12. EXTERIOR STAIR: THE SAME AS INTERIOR STAIRS EXCEPT MARK ALL TREADS. <br />13. MARK CONCRETE AND STEEL STAIRS WITH A PAINTED STRIPE. <br />14. MARK CARPET, RESILIENT FLOORING AND ELASTOMERIC DECK COATING WITH A <br />CONTRASTING STRIPE OF THE SAME MATERIAL. <br />15. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. <br />16. OPEN RISERS ARE NOT PERMITTED. <br />17. GRIND ALL WELDS SMOOTH AND EASE ALL SHARP EDGES. <br />18. CEMENT FILL IN PAN STAIR SYSTEMS: USE ONLY TRANSIT-MIXED CONCRETE. <br />REINFORCE ALL STAIR TREADS AT CENTER OF FILL WITH 1 ½" x 2" OR 2" x 2" MINIMUM <br />16 GA GALVANIZED WELDED WIRE MESH EXTENDING TO ALL EDGES OF FILL PLUS <br />CROSS STIFFENERS AS REQUIRED TO PREVENT ANY PAN SPREADING. REINFORCE <br />STAIR LANDING WITH EQUAL CROSS SECTIONAL STEEL AREAS. COVER AND PROTECT <br />ALL STEEL TO RECEIVE PAINT WHEN FILL IS READY. APPLY A LIGHT, NONSKID TEXTURE <br />FLOAT OR BROOM FINISH ACROSS STAIR RUN ON TREADS AND SWIRL NONSKID FINISH <br />ON LANDING ON STAIR TO REMAIN EXPOSED AND SMOOTH TROWEL FINISH ON STAIRS <br />TO RECEIVE CARPET. CURE WITH MEMBRANE CURING COMPOUND. <br />/13 A853 /14 A853 <br />/8 A853 <br />/12 A853 <br />NOTE: <br />1. REFER TO DETAIL FOR <br />ADDITIONAL HANDRAIL <br />INFORMATION. <br />2. REFER TO DETAIL <br />FOR ADDITIONAL STAIR, GUARDRAIL, <br />AND HANDRAIL NOTES. <br />/13 A851 /7 A853 <br />/13 A853 <br />CONCRETE SLAB <br />2x PT PLATE <br />PER STRUCT <br />STAIR STRINGER <br />PER STRUCT <br />1-1/8" PLYWOOD @ <br />TREADS AND RISERS <br />NON-SLIP RUBBER SYSTEM <br />OVER TREAD AND RISERS, <br />INSTALLER PER <br />MANUFACTURER'S SPECS <br />5/8" TYPE "X" GYP BD <br />STRUCTURAL PLAN <br />PER STRINGER <br />SCHEDULE IN <br />5/8" TYPE "X" GYP BD <br />BEAM PER STRUCT. PLANS <br />1x8 PAINTED <br />TRIM <br />"PLI-DEK" WATERPROOFING <br />SYSTEM PER PLAN <br />FLOOR FRAMING <br />PER STRUCT'L <br />DWGS. <br />"PLI-DEK" <br />WATERPROOFING <br />SYSTEM PER PLAN <br />BEAM PER <br />STRUCTURAL PLANS <br />NOTE: <br />1. REFER TO DETAIL FOR <br />ADDITIONAL HANDRAIL <br />INFORMATION. <br />2. REFER TO DETAIL <br />FOR ADDITIONAL STAIR, GUARDRAIL, <br />AND HANDRAIL NOTES. <br />/13 A851 /7 A853 <br />/13 A853 <br />DR <br />O <br />P <br />P <br />E <br />D <br /> <br />S <br />O <br />F <br />F <br />I <br />T <br />FLOOR FRAMING <br />PER STRUCT'L <br />DWGS. <br />STRUCTURAL PLAN <br />PER STRINGER <br />SCHEDULE IN SIMPSON JOIST HANGER PER STRUCT. <br />5/8" TYPE "X" GYP BDF.F. <br />34" MIN. - 38" MAX. <br />1-1/2" <br />CLEAR <br />1-1/2" SQ STEEL PIPE TOP RAIL <br />1-1/2" DIAM. STEEL TUBE HANDRAIL (SHALL <br />NOT ROTATE WITHIN FITTING AND SHALL BE <br />GRASPABLE AND UNINTERRUPTED) <br />HEAVY EXTRUDED METAL HANDRAIL BRACKET TO BE <br />WELDED AND GROUND SMOOTH TO HANDRAIL AND <br />VERTICAL SQ TUBE RAILING <br />3/4" SQ TUBE PAINTED STEEL POST 4" O.C. <br />42" MIN. <br />NOTE: <br />REFER TO STAIR AND RAILING <br />GENERAL NOTES FOR ADDTIONAL <br />INFORMATION /13 A851 /7 A853 <br />MIN. <br />3' - 6" <br />1" X 2-1/2" SQ. STEEL TUBE TOP RAIL <br />3/4" METAL PICKET @ 4" O.C. TYP. <br />1-1/2" SQ VERTICAL POST AT 4'-0" <br />O.C. MAX <br />FACE OF STUD WALL TYP. <br />1-1/2" SQUARE <br />BOTTOM RAIL <br />SECURE SUPPORT <br />POST THROUGH BASE <br />PLATE AS REQ'D SEE <br />STRUCT. FOR <br />ATTACHMENT <br />FINISH SURFACE <br />LESS THAN 4" <br />4" SPHERE MUST NOT <br />PASS THROUGH AT <br />ANY POINT <br />NOTE: OPEN HANDRAILS SHALL HAVE INTERMEDIATE <br />RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" <br />SPHERE IN DIAMETER CANNOT PASS THROUGH <br />FIN. FLR. <br />>4" <br />1-1/2" X 1-1/2" SQ. STEEL TUBE TOP RAIL <br />NOTE: <br />REFER TO STAIR AND <br />RAILING GENERAL <br />NOTES FOR ADDTIONAL <br />INFORMATION <br />/13 A851 /7 A853 <br />INTERIOR <br />EXTERIOR <br />TYP. <br />2 1/2" <br />@ STONE VENEER <br />@ EXT. PLASTER <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />WA <br />L <br />L <br /> <br />A <br />S <br />S <br />E <br />M <br />B <br />L <br />Y <br />FINAL COLOR COAT SMOOTH FINISH O/ <br />2 COATS OF GLASS FIBER MESH O/ 2 <br />LB. DENSITY FOAM SHAPE. ADHERED <br />TO BROWN COAT, INSTALL PER MFR. <br />SPEC'S, SEE ELEVATIONS FOR SIZE <br />EXTERIOR CEMENT PLASTER <br />OVER METAL LATH AND (2) <br />LAYERS OF W.R.B. COMPLYING <br />W/ ASTM E2556, TYPE I <br />PLYWOOD SHEATHING <br />(WHERE OCCURS) <br />CONT. SOLID BLKG. AS <br />REQUIRED -TYP. <br />EITHER VERTICAL <br />STUD OR CONT. SOLID <br />BLKG. -TYP. <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 />aw <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 />bs <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 />an <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 />ho <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 />rc <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 />iz <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 />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 />SUBMITTAL <br />DATE <br />SHEET TITLE <br />SHEET NO. <br />CLIENT: <br />Plot Date:File: <br />REVISION <br />DATE <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br /> <br /># <br />2 <br />0 <br />0 <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 />1ST PLAN CHECK SUBMITTAL 08/20/2024 <br />970 W. 190TH ST., STE 250, TORRANCE CA 90502 <br />O: 310.217.8885 <br />BSBDESIGN.COM <br />D E S I G N <br />BSB <br />4TH P.C. SUBMITTAL <br />07/08/2025 <br />2ND PLAN CHECK SUBMITTAL 01/29/2025 <br />3RD PLAN CHECK SUBMITTAL 04/17/2025 <br />4TH PLAN CHECK SUBMITTAL 07/08/2025 <br />11/4/2025 8:53:02 PM <br />MR230056 <br />A851 <br />EXTERIOR - STUCCO & STONE <br />DETAILS <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />21 <br />5 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />2 <br />1 <br />6 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <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 />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />SCALE:3" = 1'-0" <br />NOTES 1 <br />SCALE:3" = 1'-0" <br />STUCCO SCREED @ HARDROCK CONCRETE 2 <br />SCALE:3" = 1'-0" <br />TYPICAL EXTERIOR CORNER -WOOD FRAMED WALL 3 <br />SCALE:3" = 1'-0" <br />TYPICAL STUCCO INSIDE CORNER 6 <br />SCALE:12" = 1'-0" <br />STUCCO EXPANSION JOINT 7 <br />SCALE:12" = 1'-0" <br />EXTERIOR CEMENT PLASTER HORIZONTAL CONTROL JOINT 5 <br />SCALE:3" = 1'-0" <br />TYPICAL STUCCO SOFFIT DRIP EDGE 4 <br />SCALE:3" = 1'-0" <br />TYPICAL MANUFACTURED STONE VENEER DETAIL 9 <br />SCALE:3" = 1'-0" <br />MASONRY VENEER OUTSIDE CORNER 10 <br />SCALE:3" = 1'-0" <br />MASONRY VENEER / STUCCO INSIDE CORNER 11 <br />SCALE:1 1/2" = 1'-0" <br />STAIR AND RAILING GENERAL NOTES 13 <br />SCALE:1 1/2" = 1'-0" <br />WOOD STAIR AT CONCRETE SLAB 14 <br />SCALE:1 1/2" = 1'-0" <br />WOOD STAIR AT SKIRT BOARD 17 <br />SCALE:1 1/2" = 1'-0" <br />STAIR AT TOP LANDING (STL. & WOOD)15 <br />A <br />SCALE:3" = 1'-0" <br />STAIR HANDRAIL 19 <br />A <br />SCALE:1" = 1'-0" <br />GUARDRAIL AT STAIR OPENING 20 <br />A <br />A <br />A <br />SCALE:3" = 1'-0" <br />VENEER / STUCCO TRIM TRANSITION 12 <br />1 <br />A PC COMMENTS RESPONSE #1 01/29/2025 <br />1 DELTA 1 10/31/2025 <br />1 <br />1 <br />1