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SIMPSON <br />STRAP PER <br />SCHEDULE <br />BEAM PER PLAN <br />POST PER PLAN <br />STRAP SCHEDULE <br />STRAP END LENGTH <br />A ST12 6" <br />B ST18 9" <br />C ST6215 8" <br />- <br />2900# <br />5600# <br />CAPACITYMARK <br />EA. SIDE <br />END VIEWISOMETRIC VIEW <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />NOTES: <br />1.ADD SHIMS EA. SIDE WHERE BEAM & POST <br />WIDTH ARE DIFFERENT (MIN. 10D PENETRATION <br />INTO MAIN MEMBER IS REQ'D, WHERE "D" IS <br />THE SHANK DIAMETER OF NAIL) <br />2.PROVIDE FULL NAILING PER MANUF. <br />REQUIREMENTS. <br />3.INCREASE STRAP LENGTH ON POST SIDE <br />WHERE THERE IS DBL. TOP PLATE BETWEEN <br />POST AND BEAM. <br />SIMPSON <br />STRAP PER <br />SCHEDULE <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />BEAM/POST CONNECTION <br />NOTE: APPLICATION OF STRAP OVER PLYWOOD SHEATHING IS ACCEPTABLE. E.N. NOT <br />REQUIRED OVER THE STRAP LENGTH WHERE STRAP APPLIED OVER PLYWOOD. <br />DBL. ROOF RAFTERS <br />OR BM. W/ EDGE <br />NAILING TO ROOF <br />SHEATHING <br />RIDGE <br />PER PLAN HANGER <br />PER PLAN <br />DBL. ROOF RAFTERS <br />W/ EDGE NAILING TO <br />ROOF SHEATHING. <br />SIMPSON <br />CS14x30"LONG <br />STRAP FULLY <br />NAILED PER MANUF. <br />ROOF SHEATHING w/ <br />EDGE NAILING TO <br />DBL. ROOF RAFTERS <br />DRAG DETAIL AT FLUSH RIDGE CONNECTION <br />E.Q.E.Q. <br />STRAP SCHEDULE <br />SIMPSON STRAP MIN BEAM/JOIST WIDTH END LENGTH <br />A (1) CS16 2x 18" <br />(2) CS16 2-2x OR 3x 18" <br />C 24" <br />CMST14 4x 36" <br />1700# <br />3400# <br />4585# <br />6490# <br />CAPACITY <br />TO RECEIVE STRAP <br />MARK <br />D <br />B <br />FLUSH BEAM CONDITION <br />FLUSH BEAM/JOIST(S) <br />W/ LINE OF E.N. PER PLAN <br />POST OR MULTISTUD <br />PER PLAN <br />DBL. TOP PL. <br />CONT. BEAM/BLK'G <br />PER FRAMING PLAN <br />EQ.EQ. <br />STUD <br />SIMPSON STRAP <br />PER SCHEDULE <br />NOTE: PROVIDE FULL NAILING PER MANUF. TO DEVELOP FULL CAPACITY OF THE STRAP. <br />DRAG STRAP AT WALL END <br />DROP BEAM CONDITION <br />DROP BEAM PER PLAN <br />POST OR MULTISTUDS <br />PER PLAN <br />SIMPSON STRAP <br />PER SCHEDULE <br />EQ.EQ. <br />DBL. TOP PL. <br />STUD <br />ALT. STRAP <br />LOCATION <br />2-2x OR 3x(2) CS14 <br />POST/STUD PER PLAN <br />DBL. TOP PLATES <br />HIP OR VALLEY BEAM <br />(2) SIMP. LTS20 EACH SIDE <br />OF BEAM TO POST TYP. OF (4) <br />HIP OR VALLEY BEAM <br />POST CONDITION WALL CONDITION <br />NOTES: <br />1.PROVIDE EQUAL NUMBER OF NAILS TO BM. FOR NAIL SIZE AND SPACING OUTSIDE <br />THE LAP LENGTH AND STUDS. PROVIDE TOTAL NUMBER OF NAILS PER MANUF. <br />2.NAILING OF STRAP TO DBL. TOP PLATE IS NOT REQ'D AND SHALL NOT BE <br />COUNTED TOWARDS TOTAL NUMBER OF NAILS REQ'D BY MANUF. <br />HIP/VALLEY BEAMS UPLIFT TIE <br />ROOF RAFTER TO HIP/ VALLEY BEAM <br />A <br />A <br />HIP BEAM <br />PER PLAN USE SIMP. HANGER <br />WHERE RAFTER <br />SPAN EXCEED 8'-0" <br />ROOF SHEATHING <br />B.N.B.N. <br />A-A @ HIP BEAM <br />VALLEY BEAM <br />PER PLAN <br />ROOF SHEATHING <br />B.N. <br />A-A @ VALLEY BEAM <br />B.N. <br />USE SIMP. HANGER <br />WHERE RAFTER <br />SPAN EXCEED 8'-0" <br />(5) -16d TOE NAIL <br />E.A. END TO BEAM <br />HIP/ VALLEY BEAM <br />PER PLAN <br />(5) -16d TOE NAIL <br />E.A. END TO BEAM <br />TYP. 2x ROOF <br />RAFTER WHERE <br />OCCUR <br />TYP. 2x ROOF <br />RAFTER WHERE <br />OCCUR <br />(5) -16d TOE NAIL <br />E.A. END TO BEAM <br />RIDGE BEAM <br />PER PLAN <br />TYPICAL ROOF <br />RAFTER PER PLAN <br />PLYWOOD <br />SHEATHING <br />USE SIMPSON LRUZ HANGERS <br />WHEN SPAN OF RAFTERS EXCEED <br />10'-0" OTHERWISE USE MIN. (5) 16d <br />TOE NAILS @ EACH RAFTER TO RIDGE <br />ST22 @ 48" O.C. <br />B.N. <br />ROOF RAFTER TO FLUSH RIDGE CONNECTION <br />SHEAR PANEL <br />PER PLAN <br />FULL HEIGHT BLK'G. <br />ROOF SHEATHING <br />SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />MAX.48" O.C. <br />SIMPSON H2.5A <br />@ 48" O.C. U.N.O. <br />DBL. TOP PLATE <br />OR BM. PER PLAN <br />ROOF RAFTERS <br />PER PLAN <br />POST/STUD <br />VAULTED CEILING CONDITION <br />B.N. <br />E.N. <br />2x CONT. FASCIA <br />w/ 2-16d FACE <br />NAILS TO EACH <br />RAFTER <br />SHEAR TRANSFER AT R/R PER. TO EXTERIOR WALL <br />SIMPSON H2.5A <br />@ 48" O.C. U.N.O. <br />DBL. TOP PLATE <br />OR BM. PER PLAN <br />ROOF RAFTERS <br />PER PLAN <br />POST/STUD <br />SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />MAX. 48" O.C. <br />CJ w/ 8-16d <br />FACE NAILS TO R/R <br />PER PLAN. <br />SHEAR PANEL <br />PER PLAN <br />w/ CEILING JOISTS CONDITION <br />FULL HEIGHT BLK'G. <br />ROOF SHEATHING <br />B.N. <br />E.N. <br />2x CONT. FASCIA <br />w/ 2-16d FACE <br />NAILS TO EACH <br />RAFTER <br />ALT 1: STRAP SPLICE <br />SIMPSON STRAP <br />PER SCHEDULE EQ.EQ. <br />ALT 2: LAP SPLICE <br />LAP SPLICE LENGTH <br />PER SCHEDULE <br />2x STUDS <br />(PLACE AT JOINT TYP.) <br />16d <br />SEE SCHEDULE FOR <br />REQ'D # <br />2x STUDS <br />(PLACE AT JOINT TYP.) <br />2 1/2" (MIN.) <br />16d <br />NAIL PATTERN <br />TOP PLATE <br />(PLAN VIEW @ LAP ZONE) <br />NOTES: <br />1.NAILING SHOULD BE PER MANUFACTURER TO DEVELOP 100% CAPACITY OF <br />THE STRAP. <br />2.FOR NAIL SIZE AND SPACING OUTSIDE THE LAP LENGTH REFER TO NAILING <br />SCHEDULE OF GENERAL NOTES. <br />3.STAGGER NAILS AND SPACE EVENLY TO AVOID SPLITTING. <br />TOTAL STRAP LENGTH <br />TOP PLATE SPLICE <br />2x STUDS (PLACE <br />AT JOINT TYP.)2x STUD (PLACE <br />AT JOINT TYP.) <br />SIMPSON STRAP <br />PER SCHEDULE <br />EQ.EQ. <br />EQ.EQ. <br />HIP CONDITION VALLEY CONDITION <br />SIMPSON STRAP <br />PER SCHEDULE <br />NO. OF 16d LAP SPLICE LENGTH SIMPSON STRAP <br />A 18 4'-0"ST22 <br />B 28 4'-0"ST6224 <br />C 40 6'-0" <br />42 <br />ST6236 <br />MARK <br />E 8'-0"MSTC52 <br />D <br />62 <br />8'-0"MSTC37 <br />(NOTE 1) <br />SPLICE SCHEDULE <br />@ EACH LAP (NOTE 2) <br />LAP SPLICE STRAP SPLICE <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 CONNECTION DETAIL <br />BEAM PER PLAN <br />MULTISTUDS OR <br />POST PER PLAN <br />SIMPSON LCE4 <br />STRAP SCHEDULE <br />END LENGTH <br />A CS16 18" <br />B (2) CS16 18" <br />1700# <br />3400# <br />CAPACITYMARK <br />END LEN <br />G <br />T <br />H <br />END <br />L <br />E <br />N <br />G <br />T <br />H <br />2ND STRAP <br />(WHERE OCCURS) <br />SIMPSON CS16 PER SCHEDULE <br />AT CONDITION B, ADD <br />2x4x48" LONG MEMBER TO <br />RECEIVE 2ND CS16 & NAIL. <br />SISTER w/ 16d @ 4" O.C. <br />STAGG. TO ROOF RAFTER <br />ROOF RAFTER w/ <br />E.N. PER PLAN <br />DBL. TOP PLATE <br />TYP. R/R <br />STUD/POST <br />SIMPSON <br />STRAP <br />FULL DEPTH BLK'G <br />NOTES: <br />1.PROVIDE FULL NAILING PER MANUFACTURER TO PROVIDE STRAP FULL CAPACITY. <br />2.ROOF SHEATHING NOT SHOWN FOR CLARITY. <br />DBL. <br /> <br />T <br />O <br />P <br /> <br />P <br />L <br />A <br />T <br />E <br />TYP. <br /> <br />R <br />/ <br />R <br />BLK'G <br />DRAG AT REENTRANT CORNER10 <br />B.N.ROOF <br />SHEATHING <br />2x R.R. OR <br />L.V.L. RIM <br />PER PLAN <br />SIMPSON CLIP PER <br />SHEAR WALL <br />SCHEDULE (@48" <br />O.C. MAX.) <br />E.N. <br />SHEAR PANEL <br />PER PLAN <br />ALT. LOCATION OF <br />SIMPSON A35/LTP4 <br />ROOF <br />SHEATHING <br />2x R.R. OR <br />L.V.L. RIM <br />PER PLAN <br />2x STUD WALL2x STUD WALL <br />ALIGNED CONDITION OFFSET CONDITION <br />INTERIOR SHEAR TRANSFER AT ROOF RAFTER <br />SHEAR TRANSFER R/R PARALLEL TO EXTERIOR WALL <br />TYPICAL ROOF <br />RAFTER PER PLAN <br />(2) 16d's PER <br />CONNECTION <br />2x4 FLAT OUTRIGGER <br />@ 24" O.C. <br />ROOF SHEATHING <br />24" MIN. <br />SHEAR WALL <br />PER PLAN <br />BALLOON FRAMED STUDS <br />2x FLAT <br />BLK'G <br />CONDITION II - TRANSFER THROUGH R.R. <br />16d's @ 4" O.C. <br />2x R.R. ADJACENT TO WALL <br />NOTCHED AT OUTRIGGERS <br />(DO NOT OVER-CUT) <br />E.N. <br />B.N. <br />24" MIN. <br />SHEAR WALL <br />PER PLAN <br />BALLOON FRAMED <br />STUDS <br />TYPICAL ROOF <br />RAFTER PER PLAN <br />(2) 16d's PER <br />CONNECTION <br />2x4 FLAT OUTRIGGER <br />@ 24" O.C. <br />ROOF SHEATHING2x FLAT BLOCKS W/ <br />16d's @ 4" O.C. TO <br />PLATE BELOW. <br />CONDITION I - TRANSFER THROUGH BLOCKING <br />E.N. <br />B.N. <br />B.N. <br />11 <br />12 <br />13 SHEAR TRANSFER <br />(E) ROOF RAFTERS <br />PER PLAN SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />MAX. 48" O.C. <br />(E) CEILING <br />JOIST PER PLAN <br />B.N. <br />POST/STUD <br />2X ROOF RAFTERS <br />ROOF SHEATHING <br />2x BLK'G <br />E.N. <br />SIMPSON H2.5A <br />@ 48" O.C. U.N.O. <br />CONNECTION DETAIL <br />E.N. <br />CL'G / FLUSH BM <br />PER PLAN <br />R.R. PER PLAN <br />W/ APPROVED HANGER <br />ROOF SHEATHING <br />14 <br />1 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />P.P. <br />DATE: <br />JOB NO.: 231014 <br />03/15/2024 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />14 <br />0 <br />2 <br /> <br />W <br /> <br />1 <br />0 <br />T <br />H <br />14 <br />0 <br />2 <br /> <br />W <br /> <br />1 <br />0 <br /> <br />T <br />H <br /> <br />S <br />T <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 />3 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />03/15/2024 <br />02 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />1S <br />T <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />2 <br />02 <br />/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br />2N <br />D <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />SD2.0 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />DE <br />T <br />A <br />I <br />L <br />S <br />2 <br />1 <br />1 <br />2 <br />1402 W 10th St & Unit #2 - <br />101117923-245/8/2024