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REBAR LAP/BENDS D0 <br />BEND <br />R= 5(d) FOR #14 THRU #18 <br />LAP SPLICE <br />STIRRUP <br />6(d <br />) <br /> <br />M <br />I <br />N <br />. <br />TIE OR HOOK <br />OR <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />OR 3 <br />" <br /> <br />M <br />I <br />N <br />. <br />ALL BENDS SHALL BE MADE COLD <br />ALT. 135° BENDS <br />PUT CROSSTIE W/ EACH STIRRUP <br />D= 4(d) FOR #3 THRU #5 <br />D= 6(d) FOR #6 THRU #8OR <br /> <br />3 <br />" <br /> <br />M <br />I <br />N <br />. <br />12 <br />( <br />d <br />) <br /> <br />F <br />O <br />R <br /> <br /># <br />6 <br /> <br />T <br />H <br />R <br />U <br /> <br /># <br />8 <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />NOTE: <br />CROSSTIE <br />WIRE TIE END <br />D D <br />48(d) * <br />90° BEND <br />8(d) <br />R <br />R= 4(d) FOR #9 THRU #11 <br />R= 3(d) FOR #3 THRU #8 <br />2 1/2" MIN.8(d) <br />180° BEND <br />R12 <br />" <br />4(d) OR <br />6(d <br />) <br /> <br />M <br />I <br />N <br />. <br />4" <br />M <br />I <br />N <br />. <br /> <br />O <br />R <br />6(d <br />) <br />* INCREASE LENGTH BY 30% FOR TOP <br /> BARS (HORIZONTAL BARS SO <br /> PLACED THAT MORE THAN 12" OF <br /> FRESH CONC. IS CAST IN THE <br /> MEMBER BELOW, EXCLUDE WALLS) <br />1. <br />2. <br />1 <br />2 <br />48 <br />7 <br />6 <br />5913 <br />1014 <br />1115 <br />1216 <br />3TYPICAL DIAPHRAGM FRAMING <br />16" min. <br />1. <br />@ ALL EDGES. <br />2.ROOF OR FLOOR SHEATHING. <br />24" MIN. UNLESS FULLY BLOCKED <br />ROOF OR FLOOR FRM'G MEMBERS. <br />CONT. PANEL EDGE. ADD 2x FLAT <br />BLK'G & E.N. WHEN BLOCKED <br />DIAPHRAGM IS SPECIFIED. <br />DIAPHRAGM BOUNDARY w/ B.N. <br />PER PLAN. <br />DISCONTINUOUS PANEL EDGE w/ <br />E.N. PER PLAN. <br />FIELD NAILING, F.N., PER PLAN. <br />1/8" GAP, U.N.O. <br />DIRECTION OF FACE GRAIN, <br />PERPENDICULAR TO SUPPORTS. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />4 <br />5 <br />321 <br />7 <br />6 <br />98 <br />NOTES: <br />a.STAGGER JOINTS AS SHOWN. <br />b.NAILS SHALL BE DRIVEN TIGHT, BUT <br />NOT FRACTURE THE SURFACE OF THE <br />SHT'G. <br />c.SEE GENERAL NOTES FOR SHT'G TYPE, <br />THICKNESS, RATING AND NAIL <br />SCHEDULE. <br />d.PROVIDE MIN. 3/8" EDGE DISTANCE <br />AT FRAMING MEMBER & 5/16" TO <br />EDGE OF DIAPHRAGM. <br />e.ALL DIAPHRAGM BOUNDARIES <br />SHALL BE FULLY SUPPORTED BY <br />FRAMING MEMBERS w/ B. N. <br />f.T&G EDGE TO BE LOCATED AT CONT. <br />PANEL JOINT. <br />g.MAX. UNSUPPORTED SHT'G LENGTH <br />IS 24". PROVIDE ADEQUATE FRAMING <br />MEMBERS TO LIMIT SPAN. <br />TYPICAL JOIST HEAD OUT <br />1 2 <br />32" <br />MAX <br />32 <br />" <br />MA <br />X <br />1 <br />3 <br />1.TYPICAL ROOF OR FLOOR JOIST <br />2.DOUBLE JOIST AT HEAD OUT, TYP. <br />3.SIMPSON 'HU' HANGER, TYP.2 <br />NOTCHING / BORING - SAWN JOISTS <br />1 <br />NOTCHING / BORING - STUDS <br />1 <br />TYP. POST TO BEAM CONNECTION <br />1.SIMPSON MSTI36 OR ST6224. <br />2.BEAM PER PLAN. <br />3.(2) 2X TOP PLATE. <br />4. <br />SILL PLATE.6. <br />POST PER PLAN. <br />SIMPSON 'A35' AT TOP & BOTT. <br />5. <br />7.POST OR MULT. STUD. <br />8.(3) 16d EA. SIDE. <br />9.2X STUDS. <br />2 <br />3 <br />5 <br />4 <br />46 <br />8 <br />7 9 <br />2 <br />EQ.EQ. <br />1 <br />EQ.EQ. <br />8 <br />7 9 <br />2 1 <br />TYPICAL STUD WALL OPENING <br />DOUBLE TOP PLATE <br />2X FULL HEIGHT STUDS AT 16"o/c <br />2X CRIPPLE STUDS AT 16"o/c <br />HEADER, PER PLAN <br />FULL HEIGHT KING STUD, EACH <br />SIDE W/ (4) 16d NAILS TO HEADER <br />2X TRIMMER, U.N.O. ON PLANS <br />2X WINDOW SILL, WHERE OCCURS <br />LOCATE 2X CRIPPLE STUD BELOW <br />WINDOW SILL AND ABOVE ENDS <br />OF HEADER <br />2X SILL PLATE <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />12 3 <br />3 <br />4 <br />5 5 <br />6 6 <br />7 <br />8 <br />8 <br />9 <br />ALT. STRAP W/ 16d SINKER <br />STRAP SPLICE <br />NO. OF 16d SINKER <br />MIN. PLATE LAP <br />ST6224ST22 ST6236 MST48 <br />10 <br />4 FT <br />16 <br />4 FT <br /> A B <br />24 <br />6 FT <br />C D <br />36 <br />8 FT <br />E <br />NAIL SPLICE <br />48 <br />8 FT <br />1.16d SINKER NAILS AT 8"o/c. MIN. (8) <br />NAILS EACH SIDE OF SPLICE, U.N.O. <br />AND PER TABLE BELOW <br />2.TYPICAL WALL STUDS AT 16"o/c <br />3.LOCATE STUD UNDER SPLICE OR <br />PROVIDE 2X BLK'G ATTACHED TO <br />ADJACENT STUDS W/ (3) 16d's <br />EACH SIDE <br />4.NUMBER OF NAILS SPECIFIED <br />BETWEEN SPLICING POINTS PER <br />TABLE BELOW <br />5.SIMPSON STRAP PER TABLE BELOW <br />6.ALTERNATE LOCATION OF STRAP <br />7.CONT. LOWER PLATE AT WALL <br />NOTES: <br />a.FULLY NAIL STRAP W/ 16d SINKER <br />OR 10d COMMON NAILS <br />b.NAILS SHALL BE STAGGERED AND <br />AT LEAST 2 1/4" APART <br />MST60 <br />EQ EQ <br />4 <br />3 3 2 <br />3 3 2 <br />5 <br />6 <br />1 <br />WALL / FOOTING INTERSECTION <br />1 <br />1.REINFORCING MAY BE CONTINUOUS <br />OR ADD BARS OF THE SAME SIZE & SPACING <br />AS THE WALL / FOOTING REINFORCING <br />L = 30 BAR DIAMETERS (CONCRETE) <br />L = 40 BAR DIAMETERS (MASONRY) <br />SINGLE LAYER INTERSECTION <br />DOUBLE LAYER INTERSECTION <br />SINGLE LAYER CORNER <br />DOUBLE LAYER CORNER <br />L <br />L <br />L <br />L <br />L <br />L <br />L <br />L <br />1 <br />1 1 <br />NON-BEARING WALL <br />3/4" GAP BETWEEN BTM CHORD OR <br />JOIST & 1x TOP PLATE <br />1. <br />2. <br />3. <br />4. <br />5. <br />1 <br />3 <br />JOIST OR TRUSS BTM CHORD <br />SIMPSON 'STC' AT EA, CONNECTION <br />1x OVER 2x PLATE, TYPICAL AT NON- <br />BEARING WALLS. <br />2x BLOCKING AT 24"o/c w/ 16d NAIL <br />OR 24"o/c, MAX <br />AT EACH END <br />1 <br />2 <br />4 <br />4 <br />5 <br />PARALLEL <br />PERPENDICULAR <br />2 <br />BOTTOM OF WALL <br />6 <br />2x SILL PLATE w/ 16d COMMON <br />NAILS AT 16"o/c OR 16d BOX NAILS <br />6. <br />SHEET SN1 AT SLAB CONDITION. <br />AT 12"o/c TO JOIST OR BLK'G BLW. <br />USE SHOT PINS PER NOTES ON <br />17 <br />18 <br />19 <br />20 SN2 <br />N/A <br />10/15/24 <br />TY <br />P <br />I <br />C <br />A <br />L <br />DE <br />T <br />A <br />I <br />L <br />S <br />Cl <br />i <br />e <br />n <br />t <br />: <br />Ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />: <br />RESTRICTIVE NOTICE <br />THESE DRAWINGS ARE THE SOLE PROPERTY <br />OF JJS STRUCTURAL, INC. AND MAY NOT BE <br />REPRODUCED WITHOUT THE WRITTEN <br />CONSENT OF AN OFFICER OF OUR FIRM. THE <br />PLANS ARE ONLY TO BE USED FOR THIS <br />SPECIFIC PROJECT AND ARE NOT APPLICABLE <br />TO ANY OTHER STRUCTURE. <br />9 7 5 1 O l y m p i c D r i v e <br />H u n t i n g t o n B e a c h , C A 9 2 6 4 6 <br />7 1 4 -4 9 6 -6 7 7 2 <br />JOB NO.: <br />ISSUE DATE: <br />SCALE: <br />SHEET NO. <br />24051 <br />RA <br />I <br />L <br />I <br />N <br />G <br /> <br />U <br />P <br />G <br />R <br />A <br />D <br />E <br />10 <br />0 <br />0 <br /> <br />W <br /> <br />M <br />a <br />c <br />A <br />r <br />t <br />h <br />u <br />r <br />, <br /> <br />S <br />a <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 />7 <br />Fo <br />w <br />e <br />r <br />s <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />I <br />n <br />c <br />. <br />Fo <br />w <br />e <br />r <br />s <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />I <br />n <br />c <br />. <br /> <br />STATE OF CALIFORNIA <br />JASON SK UDLARSKINo. C67712 <br />Exp. 06/30/25 <br />CIV IL <br />REGISTERED PROFESSIONAL ENGINEER <br />REVISIONS DATE <br />1 PLAN CHECK 01/13/25 <br />1000 W MacArthur Blvd <br />Unit# 721/23/2025