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LIBRARYLIBRARYLIBRARYLIBRARY <br />LIBRARY LIBRARY <br />LIBRARY <br />EXTERIOR CEMENT PLASTER <br />OVER METAL LATH O/ (2) <br />LAYERS OF W.R.B. COMPLYING <br />W/ ASTM E2556, TYPE I <br />EXTERIOR SHEATHING <br />THERMAL INSULATION @ <br />CONDITIONED SPACES <br />CONTINUOUS NON-HARDENING <br />VINYL "ROPE" SEALANT <br />SLOPE <br />PAINT TO MATCH <br />FINISHED GRADE <br />26 GA. CORROSION <br />RESISTANT WEEP <br />SCREED <br />CONCRETE SLAB <br />AND FOOTING <br />2x P.T. SILL PLATE <br />ANCHOR BOLT AS <br />REQUIRED -SEE <br />STRUCT. <br />A - AT FINISH GRADE <br />EXTERIOR CEMENT PLASTER <br />OVER METAL LATH O/ (2) <br />LAYERS OF W.R.B. COMPLYING <br />W/ ASTM E2556, TYPE I <br />HARDSCAPE, SLOPE <br />PER CIVIL PLANS <br />EXTERIOR SHEATHING <br />(WHERE OCCURS) <br />THERMAL INSULATION @ <br />CONDITIONED SPACES <br />COLD APPLIED FLUID <br />WATERPROOFING* <br />24 GA GALV (BONDERIZED) <br />METAL FLASHING OVER <br />COLD APPLIED FLUID <br />WATERPROOFING (COLOR <br />TO MATCH WALL) * <br />FELT EXPANSION JOINT FILLER <br />TOPPED WITH COMPATIBLE <br />WEATHER RESISTANT UV <br />RATED SEALANT <br />B - ADJACENT TO ACCESSIBLE THRESHOLD <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 <br />BE 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 />EQUIVALENT 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 SEC 2512.1.2 <br />3. SEE WALL ASSEMBLY DETAILS FOR FIRE AND ACOUSTICAL REQUIREMENT <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 />SE <br />E <br /> <br />N <br />O <br />T <br />E <br /> <br /># <br />1 <br />8" <br /> <br />M <br />I <br />N <br />. <br />4" <br /> <br />M <br />I <br />N <br />. <br />HARDSCAPE, <br />SLOPE PER CIVIL <br />PLANS 2" <br /> <br />M <br />I <br />N <br />. <br />1/2" <br />26 GA. CORROSION - <br />RESISTANT WEEP SCREED <br />2x WOOD STUD WALL <br />MI <br />N <br />. <br />2" <br />4" <br /> <br />M <br />I <br />N <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />SLOPE <br />ANCHOR BOLTS <br />AS REQUIRED - <br />SEE STRUCT. <br />INTERIOR FINISH <br />INTERIOR FINISH <br />PER PLAN <br />WALL ASSEMBLY <br />PER PLAN <br />WALL ASSEMBLY <br />EXTERIOR SHEATHING <br />THERMAL INSULATION @ <br />CONDITIONED SPACES <br />CONTINUOUS NON-HARDENING <br />VINYL "ROPE" SEALANT <br />SLOPE <br />PAINT TO MATCH <br />FINISHED GRADE <br />26 GA. CORROSION <br />RESISTANT WEEP <br />SCREED <br />CONCRETE SLAB <br />2x P.T. SILL PLATE <br />ANCHOR BOLT AS <br />REQUIRED -SEE <br />STRUCT. <br />A - AT FINISH GRADE <br />MANUF. STONE <br />VENEER -SEE <br />DETAIL <br />HARDSCAPE, SLOPE <br />PER CIVIL PLANS <br />EXTERIOR SHEATHING <br />(WHERE OCCURS) <br />THERMAL INSULATION @ <br />CONDITIONED SPACES <br />COLD APPLIED FLUID <br />WATERPROOFING* <br />24 GA GALV (BONDERIZED) <br />METAL FLASHING OVER <br />COLD APPLIED FLUID <br />WATERPROOFING (COLOR <br />TO MATCH WALL) * <br />FELT EXPANSION JOINT FILLER <br />TOPPED WITH COMPATIBLE <br />WEATHER RESISTANT UV <br />RATED SEALANT <br />B - ADJACENT TO ACCESSIBLE THRESHOLD <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 <br />BE 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 />EQUIVALENT 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 SEC 2512.1.2 <br />3. SEE WALL ASSEMBLY DETAILS FOR FIRE AND ACOUSTICAL REQUIREMENT <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 />HARDSCAPE, <br />SLOPE PER CIVIL <br />PLANS <br />1/2" <br />26 GA. CORROSION - <br />RESISTANT WEEP SCREED <br />2x WOOD STUD WALL <br />4" <br /> <br />M <br />I <br />N <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />SLOPE <br />ANCHOR BOLTS <br />AS REQUIRED - <br />SEE STRUCT. <br />INTERIOR FINISH <br />INTERIOR FINISH <br />MANUF. STONE <br />VENEER -SEE DETAIL <br />MI <br />N <br />. <br />1" <br />2" <br /> <br />M <br />I <br />N <br />. <br />4" <br /> <br />M <br />I <br />N <br />. <br />VA <br />R <br />I <br />E <br />S <br />6" <br />6" WIDE RAISED <br />CONC. CURB ON <br />GRADE <br />CHAMFER CORNER <br />2" <br /> <br />M <br />I <br />N <br />. <br />ADD 2 -LAYERS <br />GYP. BRD. @ 2- <br />HR RATED WALL <br />ASSEMBLY PER <br />PLAN <br />SE <br />E <br /> <br />N <br />O <br />T <br />E <br /> <br /># <br />1 <br />8" <br /> <br />M <br />I <br />N <br />PER PLAN <br />WALL ASSEMBLY <br />PER PLAN <br />WALL ASSEMBLY <br />6" <br />VERIFY IN FIELD <br />4" <br />⅜"4" <br />VARIES W/ OPENING WIDTH <br />ONE PIECE 24 GA. GALV. PAN BY SHEET <br />METAL CONTRACTOR INSTALLED PRIOR <br />TO DOOR INSTALLATION WITH FULLY <br />SOLDERED WATERTIGHT SEAMS. SET IN A <br />FULL BED OF SEALANT <br />PROVIDE 1X WOOD <br />PROTECTION <br />DURING <br />CONSTRUCTION <br />VERIFY IN FIELD <br />PODIUM LEVEL OR UPPER LEVELS <br />6" <br />8" <br />⅜"4" <br />VARIES W/ OPENING WIDTH <br />ONE PIECE 24 GA. GALV. PAN BY SHEET <br />METAL CONTRACTOR INSTALLED PRIOR <br />TO DOOR INSTALLATION WITH FULLY <br />SOLDERED WATERTIGHT SEAMS SET IN <br />BED OF SEALANT <br />VERIFY IN FIELD <br />FIRST FLOOR ON GRADE <br />4TH <br />3RD <br />1ST <br />2ND2ND <br />NOTE: <br />1. PROVIDE SOLID BACKING TO SUPPORT MOISTOP PAPER. STAPLE PERIMETER OR MOISTOP TO <br />FRAMING MEMBERS 1" FROM OUTSIDE EDGE TO PREVENT WIND DAMAGE. <br />2. DO NOT PENETRATE HORIZONTAL SURFACE OF PAN WITH FASTENERS <br />3. VERIFY HEIGHT OF REAR UPTURN RETAINING LEG OF SILL PAN WITH DOOR MANUF. <br />4. ALL JOINTS AND SEAMS SHALL BE SOLDERED, TYP. <br />INSTALLATION NOTES: <br />1ST: INSTALL GALVANIZED PAN ALONG THE BOTTOM OF THE OPENING. SEE PAN DIAGRAM FOR <br />DIMENSIONS <br />2ND: ATTACH 12" SELF ADHERED FLASHING ALONG THE VERTICAL SIDES OF THE OPENING, FLUSH <br />WITH THE EDGE, MAKING SURE THAT IT IS OVER THE BOTTOM FLASHING. LENGTH OF FLASHING <br />MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPENING ON TOP AND BOTTOM SO <br />THAT IT IS BEYOND THE TOP HORIZONTAL PIECE THAT IS ATTACHED IN STEP 4 AFTER THE DOOR IS <br />PLACED IN THE OPENING. <br />3RD: CAULK FACE OF OPENING ½" FROM THE INSIDE EDGE. POSITION DOOR IN THE OPENING, PLUMB <br />AND SQUARE AND NAIL FLANGE TO THE STUDS. CAULKING SHOULD EXTRUDE FROM THE EDGE OF <br />FLANGE. <br />4TH: ATTACH THE FOURTH STRIP OF PAPER FLASHING ALONG THE HORIZONTAL EDGE OF THE DOOR <br />MAKING SURE THAT THE FLASHING IS POSITION OVER THE DOOR FLANGE AND OVER THE VERTICAL <br />PIECES OF FLASHING. THIS STRIP MUST FALL A MIN. OF 12" BEYOND THE OPENING SO THAT IT IS <br />BEYOND THE VERTICAL PIECES ON EACH SIDE. <br />5TH: NAIL FRAME 4" FROM EACH END AND 16" O.C. TO STUDS. <br />(2) 12" MIN. S.A.S.M. BOTH <br />SIDES OF JAMB AND UNDER <br />THRESHOLD SADDLE <br />PROVIDE 1X WOOD <br />PROTECTION <br />DURING <br />CONSTRUCTION <br />(2) 12" MIN. S.A.S.M. BOTH <br />SIDES OF JAMB AND UNDER <br />THRESHOLD SADDLE <br />NOTE: <br />1. IF A THRESHOLD IS PROVIDED AT ACCESSIBLE ROUTES, THRESHOLD SHALL BE 1/2" <br />HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL OF ¼" HIGH MAX SHALL <br />BE PERMITTED TO BE VERTICAL. <br />2. DETAIL IS ONLY INTENDED TO SHOW REQUIREMENTS FOR ACCESSIBLE THRESHOLD <br />AND IS NOT INTENDED TO SHOW SPECIFIC INSTALLATION OR FLASHING DETAILS. REFER <br />TO SPECIFIC DOOR THRESHOLD DETAILS FOR CONDITION. <br />DOOR THRESHOLD <br />CARPET TRANSITION <br />CARPET AND PAD <br />VINYL TILE FLOOR <br />ALUMINUM TRANSITION STRIP <br />DOOR -SEE SCHEDULE <br />DOOR SWEEP (EXTERIOR) <br />FLOOR FINISH <br />1 <br />2 <br />1/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />MAX. <br />1 <br />2 <br />MAX. <br />1/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />SEALED CONCRETE SLAB <br />CORROSION RESISTANT METAL <br />THRESHOLD -SET IN SEALANT <br />WEATHERSTRIP BASE (AT EXTERIOR) <br />EXTERIOR GRADE DOOR - <br />SEE SCHEDULE <br />DOOR FRAME BEYOND <br />SEE DETAIL 4 ON THIS SHEET <br />FOR MORE INFORMATION <br />DOOR PER SCHEDULE <br />ALUMINUM DOOR DRIP CAP <br />WITH WEATHERSTRIP. <br />OMIT ON PUSH SIDE ONLY. <br />CORROSION RESISTANT METAL <br />THRESHOLD -SET IN SEALANT - <br />SEE DETAIL <br />SEALED <br />CONCRETE SLAB <br />CONCRETE SLAB ON <br />GRADE -SEE STRUCT. <br />SEE DETAIL 4 ON THIS SHEET <br />FOR MORE INFORMATION <br />/13 A852 <br />DOOR PER SCHEDULE <br />ALUMINUM DOOR DRIP CAP <br />WITH WEATHERSTRIP <br />CORROSION RESISTANT <br />METAL THRESHOLD - <br />SET IN SEALANT <br />PLI-DEK (OR APPROVED <br />EQUAL) ELASTOMERIC <br />WATERPROOFING DECK <br />COATING SYSTEM - <br />INSTALL PER MFG. SPECS. <br />GALV METAL FLASHING <br />FLOOR/DECK FRAMING <br />PER STRUCT. <br />SLOPE <br />2% MIN2" <br />S.A.S.M. UNDER <br />THRESHOLD <br />SADDLE <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 11:23:56 PM <br />MR230056 <br />A852 <br />EXTERIOR DETAILS CONT. <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 />STUCCO FOUNDATION SCREED @ EXTERIOR 1SCALE:3" = 1'-0" <br />FOUNDATION SCREED AT STONE VENEER 5SCALE:1 1/2" = 1'-0" <br />THRESHOLD PAN FLASHING 9SCALE:3" = 1'-0" <br />ACCESSIBLE THRESHOLD 13 <br />SCALE:3" = 1'-0" <br />DOOR SILL AT CONCRETE SLAB 12 SCALE:3" = 1'-0" <br />EXTERIOR DOOR SILL AT BUILDING PERIMETER 4SCALE:3" = 1'-0" <br />NON ACCESSIBLE DOOR SILL AT EXTERIOR CORRIDOR 8 <br />1 DELTA 1 10/31/2025 <br />1 1