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JOIST (SEE PLAN FOR SIZE & SPACING) <br />DBL JOIST <br /> OPG. <br />A 35 (TYP.) <br />30 <br />" <br />FRAMED OPENNING DETAIL <br />3 <br /> SCALE: NOT TO SCALE <br />2 <br />1 <br /> SCALE: NOT TO SCALE <br />4 <br />2x D.F.P.T. PLT. <br />0' <br />- <br />8 <br />" <br />F.G. <br />NON-CORRISIVE <br />WEEP SCREED <br />EDGE OF <br />FOOTING <br />WEEP DETAIL <br />5 <br /> SCALE: NOT TO SCALE <br />6 <br /> SCALE: NOT TO SCALE <br />7 <br />8 <br />9 <br /> SCALE: NOT TO SCALE <br />10 <br />A MINIMUM 26 GA. CORROSION–RESISTANT OR <br />PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL <br />FLANGE OF 3 ½” SHALL BE PROVIDED AT OR BELOW <br />FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS. <br />SCREED SHALL BE A MINIMUM OF 4” ABOVE EARTH OR <br />2” ABOVE PAVED AREAS AND SHALL BE OF A TYPE <br />THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE <br />EXTERIOR OF THE BUILDING. (R703.7.2.1 CRC) <br />PLANS AND THE TABLE <br />SIMPSON STRAP PER <br />TYPICAL SPLICE AT TOP PLATE <br />16d SINKER <br />SPECIFIED BETWEEN <br />THE PLANS AND PER <br />SPLICING POINTS ON <br />UNDER SPLICE <br />LOCATE STUD <br />STEEL STRAP SPLICE <br />MIN. PLATE LAP <br /># OF 16d SINKER <br />ALT STRAP W/ <br />TABLE BELOW <br />BELOW <br />18 <br />CS16 <br />4 FT. <br />A <br />14 <br />4 FT. <br />MSTA36 <br />B <br />18 <br />4 FT. <br />ST6224 <br />C D <br />EQUAL <br />UNDER SPLICE <br />LOCATE STUD <br />EQUAL <br />NUMBER OF NAILS <br />NOTE: <br />TYPICAL STUDS <br />AT 16" O.C. <br />16d SINKER <br />NAILS AT 16" <br />O.C. U.N.O. ON <br />PLANS AND PER <br />TABLE BELOW <br />-FULLY NAIL <br />STRAP W/ 16d <br />SINKER OR <br />10d COMMON <br />NAILS -NAILS <br />SHALL BE AT <br />LEAST 2" <br />APART <br />14 <br />4 FT. <br />SHEAR PANEL <br />PER PLAN <br />PENETRATION <br />DO NOT EDGE <br />NAIL WITHIN PLUMBING <br />WALL <br />2X6 PLUMBING <br />TO SHEAR PANEL SIDE <br />PENETRATION OPPOSITE <br />PROVIDE PLUMBING <br />4 1/2" MAX. <br />EQUAL <br />E.N.E.N. <br />PIPE <br />DRAIN 4" MAX. <br />EQUAL <br />1 1/2"MAX. <br />EACH SIDE OF <br />MSTA24 @ <br />EACH PLATE <br />(EXCLUDING LET-IN BRACES). <br />ONLY ONE NOTCH OR HOLE ALLOWED PER EACH STUD. <br />NOTE: <br />60% D <br />2 1/8"1 3/8"40% <br />25% D <br />5/8" <br />MIN. <br />EXTERIOR WALLS <br />BEARING AND <br />60% D <br />NON BEARING <br />WALLS <br />5/8" <br />MIN. <br />D <br />40% D <br />60% <br />60% D <br />2"3 1/4" <br />40% D <br />D <br />25% <br />NOTCH/BORE <br />% OF STUD 2X4 STUDS <br />7/8"1 3/8" <br />2X6 STUDS <br />13 <br />STUD NOTCHING AND BORING <br />PLUMBING NOTCH AT SHEAR WALL <br />14 <br />HOLDOWN DETAIL AT EXISTING FOOTING <br />SIMPSON STRONG-TIE <br />HD6A <br />EXISTING <br />FOUNDATION <br />POST <br />PER PLAN <br />SIMPSON <br />HD6A <br />7 <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />i <br />n <br />. <br />ANCHOR : 7/8" ANCHOR <br />BOLT EMBEDMENT DEPTH: 7 3/4" <br />MIN <br />3 1/2" CONCRETE SLAB <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />INTERIOR NON-BEARING WALL <br />POWDER-ACTUATED PINS AT 24" O.C. <br />PDPW-300 - SIMPSON ANCHOR <br />PER ICC ESR 2138 <br />ALL WALLS SHALL HAVE FASTENERS PLACED <br />AT 6 INCHES FROM ENDS OF SILL PLATES. <br /> SCALE: NOT TO SCALE <br />INTERIOR WALL DETAIL <br />FIRE RATING: <br />STC: <br />SYSTEM THICKNESS: <br />1 HOUR <br />33 <br />4 3/4" <br />GYPSUM BOARD: <br />WOOD STUDS: <br />GYPSUM BOARD: <br />ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE ULIX™) <br />2X4 WOOD STUDS, 16" O.C. WITH 3-1/2" KNAUF EcoBatt® INSULATION OPTIONAL <br />ONE LAYER 5/8" THICK GYPSUM BOARD (UL <br />TYPE ULIX™) <br />ASSEMBLY OPTIONS: <br />UL DESIGN NO. U305 <br />NOTES: <br />STUD AND INSULATION SIZES ARE MINIMUM UNLESS OTHERWISE STATED IN DESIGN. <br />FOR THE MOST UP-TO-DATE INFORMATION OR ASSEMBLY OPTIONS, REFER TO THE UL <br />FIRE RESISTANCE DIRECTORY. <br />UL TYPE ULIX™ REQUIRES THE USE OF INSULATION FOR SINGLE-LAYER, STEEL- <br />FRAMED UL FIRE-RATED ASSEMBLIES. <br />REFER TO THE UL FIRE RESISTANCE DIRECTORY FOR INFORMATION REGARDING <br />PRODUCT ORIENTATION AND FASTENING REQUIREMENTS. <br />1'-4" <br />[406 mm] <br />1'-4" <br />[406 mm] <br />1'-4" <br />[406 mm] <br />0' <br />- <br />4 <br /> <br />3 <br />/ <br />4 <br />" <br />[1 <br />2 <br />1 <br /> <br />m <br />m <br />] <br />6" <br />2x4 STUDS @ 16" O.C. <br />ANCHOR : 5/8" ANCHOR <br />BOLT EMBEDMENT DEPTH: 8" MIN <br />W/SIMPSON EPOXY SET XP ICC-ES-ESR <br />(2508) SPECIAL INSPECTIONS IS REQUIRED. <br />NEW CURB. MIN. 6" <br />WIDE AND 6' HIGHT. <br /> MAX. HEIGHT EQUAL <br /> TO HEIGHT OF EXISTING <br />STEMWALL. <br />2x4 REDWOOD #2 FOUND.GRADE <br />5/8" DIA. A.B. @ 4' O.C. W/ <br />3"x3"x1/4" PLATE WASHERS <br />EXTERIOR CONCRETE CURB <br />#4 REBAR EMBED 3" MIN <br />INNTO SIDE STEMWALL AND <br />SLAB @ 48" O.C. MAX <br />FRAME IN GARAGE DOOR OPENING WITH 2X4 <br />STUDS @16" O.C. WITH 1 <br />2" SHEATING ON THE <br />EXTERIOR. EXISTING HEADER TO REMAIN IN <br />THE OPENING <br />BONDING AGENT/ <br />EPOXY PRIMER <br />PROPOSED WATER <br />PROOFING ICC ESR #1413 <br />ON EXISTING SLAB IN LIEW <br />OF INSTALLING A VAPOR <br />BARRIER BENEATH <br />EXISTING SLAB <br />EPOXY TERRAZO MATRIX W/ <br />MARBLE CHIPS, GLASS CHIPS <br />OR OTHER AGGREGATE AS <br />SPECIFIED <br />CONCRETE SLAB W/SHOTBLAST FINISH <br />GREATER THAN 3 LB. MOUSTURE PER 1,000 <br />S.F. OR GREATER THAN 80% RELATIVE <br />HUMIDITY ( OR PER MANUF'R) <br />DIVIDER STRIPS <br />CONNECTION AT NEW SHEAR WALL <br />B.N. BLKNG <br />(E) BLKNG. OR <br />END RAFTER <br />B.N.PL. <br />NEW A35 PER <br />SCHEDULE-VERIFY <br />OR INSTALL NEW <br />3"x3"x0.229" <br />PLATE WASHER <br />INSTALL (N) 3X PLATE <br />OR AT EXISTING <br />INSTALL 2ND PLATE AT <br />SHEAR WALLS <br />REQUIRING 3X SILL <br />(2)16d@4" O/C <br />EXISTING PLATE <br />2" MIN. EDGE DIST. <br />ALTERNATE A35 <br />LOCATION <br />NEW A.B. PER PLAN <br />WHERE OCCURS <br />1 PER BAY AT BLKNG. <br />B.N TO BOTH PL <br />SIMP. SET-XP EPOXY <br />SEE DETAIL 3/D-1 <br />15SHEAR WALL SCHEDULE AND ELEVATION <br />30" <br />(E)FOOTING <br /> D <br />E <br />T <br />A <br />I <br />L <br />S <br />D-1 <br />DE <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />TH <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />A <br />N <br />D <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />P <br />Y <br /> <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <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 />U <br />S <br />E <br />D <br /> <br />O <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />W <br />O <br />R <br />K <br /> <br />E <br />X <br />C <br />E <br />P <br />T <br /> <br />B <br />Y <br /> <br />A <br />G <br />R <br />E <br />E <br />M <br />E <br />N <br />T <br /> <br />W <br />I <br />T <br />H <br /> <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />. <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br /> <br /> <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br />TA <br />K <br />E <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />V <br />E <br />R <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />E <br />D <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br />, <br /> <br />A <br />N <br />Y <br /> <br />D <br />I <br />S <br />C <br />R <br />E <br />P <br />A <br />N <br />C <br />Y <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />B <br />R <br />O <br />U <br />G <br />H <br />T <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br /> <br />O <br />F <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />W <br />O <br />R <br />K <br />DRAWN <br />CHECKED <br />R.H <br />DATE <br />11-18-2024 <br />SCALE <br />JOB NO. <br />24-031 <br />SHEET <br />OF SHEETS <br />90 <br />9 <br />- <br />2 <br />4 <br />6 <br />- <br />1 <br />2 <br />0 <br />4 <br />25 <br />5 <br /> <br />N <br /> <br />D <br /> <br />S <br />T <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />4 <br />0 <br />1 <br /> <br />L <br />, <br />SA <br />N <br /> <br />B <br />E <br />R <br />N <br />A <br />R <br />D <br />I <br />N <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />4 <br />0 <br />1 <br />AR <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />ZA <br />H <br />A <br />A <br />R <br />C <br />H <br />D <br />E <br />S <br />I <br />G <br />N <br />1 <br />@ <br />G <br />M <br />A <br />I <br />L <br />. <br />C <br />O <br />M <br />OW <br />N <br />E <br />R <br />PR <br />O <br />J <br />E <br />C <br />T <br />C.M <br />GA <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />MA <br />R <br />C <br />O <br /> <br />G <br />U <br />T <br />I <br />E <br />R <br />R <br />E <br />Z <br />25 <br />2 <br />2 <br /> <br />W <br />e <br />s <br />t <br /> <br />C <br />a <br />m <br />d <br />e <br />n <br /> <br />P <br />l <br />a <br />c <br />e <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br /># <br /> <br />2 <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 />4 <br />AD <br />D <br />R <br />E <br />S <br />S <br />NTS