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DESCRIPTIONREV.DATE <br />STAMP: <br />SHEET TITLE: <br />SHEET NUMBER: <br />AD <br />U <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />PROJECT: <br />80 <br />5 <br /> <br />C <br />L <br />E <br />M <br />E <br />N <br />S <br />E <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />1 PC1 01-17-2026 <br />STRUCTURAL <br /> DETAILS <br />SD.2 <br />EQ <br />. <br />EQ <br />. <br />COLUMN CAP CONDITION (A)STRAP CONDITION (B TO E) <br />POST PER PLAN <br />SIMPSON EPCZ <br />BEAM <br />PER PLAN <br />STRAP <br />EACH SIDE <br />OVERALL <br />LENGTH CAPACITY (LB) <br />B <br />C <br />(1) CS16 <br />(2) CS16 <br />26" <br />26" <br />MARK <br />3410 <br />6820 <br />D <br />E <br />(1) CMSTC16 40" <br />40" <br />9380 <br />18760(2) CMSTC16 <br />NOTES: <br />1.REFER TO SIMPSON SPEC. FOR STRAP NAILING <br />2.NAIL TO ALL STRAP HOLES <br />STRAP SCHEDULE <br />POST & BEAM CONNECTION <br />DRAG DETAIL <br />CAPACITY(LB) <br />1705 <br />3410 <br />4690 <br />647510d @ 3 1/2" <br />10d @ 3" <br />8d @ 4 1/8" <br />8d @ 4 1/8" <br />NAIL SIZE AND SPACINGEND LENGTH <br />26" <br />26" <br />40" <br />60"CMST14 <br />CMSTC16 <br />(2) CS16 <br />CS16 <br />STRAP TYPE <br />D <br />C <br />B <br />A <br />FLUSH BEAM <br />SIMPSON STRAP <br />PER SCHEDULE W/ <br />TWO ROWS <br />OF NAILS FOR EA. <br />STRAP <br />POST PER PLAN, 2-2X MIN. <br />DROP BEAM <br />ALT. LOCATION FOR <br />CMST TRAP <br />SIMPSON STRAP <br />PER SCHEDULE W/ TWO ROWS <br />OF NAILS FOR EA. STRAP <br />POST PER PLAN, 2-2X MIN. <br />MARK <br />3.5" MIN. WIDE MEMBER FOR CONDITION C & D <br />STRAP SCHEDULE <br />SPACING <br />AND LENGTH <br />SEE TABLE <br />SPACING <br />AND LENGTH <br />SEE TABLE <br />A <br />STRAP END LENGTH <br />CS16 26" <br />B (2)CS16 26" <br />DRAG DETAIL <br />MARK NAIL SIZE AND SPACING <br />8d@ 4 1/8" <br />8d@ 4 1/8" <br />CAPACITY (LB) <br />1705 <br />3410 <br />ROOF RAFTER OR <br />TRUSS CHORD <br />2x BLOCKING W/E.N. <br />ROOF RAFTER PER <br />PLAN W/ E.N. <br />ROOF SHEATHING <br />ATTACH 2x4x36" LONG TO TRUSS CHORD OR <br />CONDITION B. W/16d @ 4" O.C. STAGGERED. <br />END L <br />E <br />N <br />G <br />T <br />H <br />3 <br />2 <br />15 <br />6 <br />7 <br />9 <br />10 <br />ROOF RAFTER TO HIP BEAM <br />A <br />A <br />HIP BEAM <br />PER PLAN USE SIMP. HANGER <br />WHERE RAFTER SPAN <br />EXCEED 8'-0" <br />ROOF SHEATHING <br />B.N.B.N. <br />A-A @ HIP BEAM <br />HIP/ VALLEY BEAM PER <br />PLAN <br />(5) -16d TOE NAIL E.A. <br />END TO BEAM <br />TYP. 2x ROOF RAFTER <br />WHERE OCCUR <br />(5) -16d TOE NAIL E.A. <br />END TO BEAM <br />HIP BEAM PER PLAN <br />SIMPSON TS22 EACH SIDE <br />OF BEAM TO POST <br />POST PER PLAN <br />DBL. TOP PLATE <br />WHERE OCCURS <br />CONNECTION DETAIL <br />NOTE:AS AN ALTERNATE TO TS (TWIST <br />HIP BEAM PER PLAN <br />SIMPSON HCP <br />DBL. TOP PLATE <br />WHERE OCCURS <br />STRAP) USE SIMPSON HCP (HIP <br />TO DOUBLE TOP PLATE). <br />POST PER PLAN <br />11 <br />RIDG <br />E <br /> <br />B <br />R <br />D <br />PER <br />P <br />L <br />A <br />N <br />WOOD <br /> <br />C <br />L <br />G <br /> <br />B <br />M <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />SIMPSON ECC <br />COLUMN CAP <br />SIMPSON HL33 <br />HEAVY ANGLE <br />SIMPSON "HRC" <br />HIP RIDGE CONNECTOR <br />RIDGE BEAM TO HIP BEAM CONNECTION <br />HIP BM <br />PER PLAN <br />TOP VIEW <br />2x F.H. BLOCKING <br />SHEAR PANEL <br />PER PLAN <br />DBL TOP PLATE <br />OR DROP BM PER PLAN <br />5-16d NAILS <br />RAFTERS TO C.J. <br />ROOF SHEATHING <br />16d TOE NAILS @ 8" O.C. TYP. <br />U.O.N <br />R.R. PER PLAN. <br />CEILING JOISTS <br />PER PLAN <br />H2.5A @ 48" O.C. <br />SHEAR TRANSFER <br />HDR WHERE OCCURS <br />2x STUD <br />B.N. <br />B.N. <br />A35 PER SHEAR WALL <br />SCHEDULE <br />E.N. <br />2x CONT. FASCIA <br />w/ 2-16d FACE NAILS <br />TO EACH RAFTER <br />COLLAR TIE CONNECTION DETAIL <br />EQ EQ <br />H <br />E.N.E.N. <br />SIMPSON ST22 STRAP <br />@ EACH R.R. <br />5-16d FACE NAILS <br />CEILING JOIST PER PLAN @ 16" O.C. (UNO) <br />L=18'-0" MAX. <br />E.N.E.N. <br />ROOF SHEATHING <br />2X RIDGE BOARD PER PLAN <br />2X R.R. PER PLAN <br />REFER TO DETAIL <br />5/SD.2 <br />REFER TO DETAIL <br />5/SD.2 <br /> H <br />/ <br />3 <br />2x6 COLLAR TIE @ <br />48" O.C. <br />5-16d FACE NAILS <br />AT EA. ENDS <br />USE LRUZ HANGERS WHEN SPAN OF <br />RAFTERS EXCEED 10'-0" OTHERWISE <br />USE MIN. (5) 16d TOE NAILS @ EACH <br />RAFTER TO RIDGE <br />EQ.EQ. <br />STRAP SPLICE <br />SIMPSON ST6224 STRAP (U.N.O.) <br />EXISTING STUD <br />SPLICE TOP PLATE <br />EXISTING <br />TOP PLATES <br />NEW <br />TOP PLATES <br />NEW STUD <br />SHEAR TRANSFER <br />(N) ROOF SHEATHING <br />(N) CALIFORNIA FRAMING <br />(E) ROOF RAFTER PER PLAN <br />(N) SHEAR PANEL <br />(WHERE OCCURS) <br />EXTEND SHEAR PANEL <br />(N) ROOF RAFTERS <br /> (E) DBL. TOP PLATES <br />(E) STUD <br />WALL <br />(N) 2x BEVELED PLATE W/16d's @ 6" O.C. <br />(N) ROOF RAFTER <br />W/SIMPSON A35 <br />@ 24" O.C. <br />B.N. <br />(N) 2x CRIPPLE <br />WALL <br />(N) A35 PER SHEAR <br />WALL SCHEDULE <br />(AT NON-SHEAR <br />WALL, @ 48" O.C. <br />MAX.) <br />E.N. <br />E.N. <br />E.N. <br />(N) CEILING JOISTS <br />(E) CEILING JOISTS <br />(E) ROOF SHEATHING <br />E.N. <br />E.N. <br />SHEAR TRANSFER DETAIL <br />(N) ROOF <br />SHEATHING. <br />BN. <br />CALIF. FRAMING. <br />2X ROOF RAFTERS <br />E.N. <br />E.N. <br />E.N. <br />2X BLK'G W/E.N. <br />CL'G BEAM <br />PER PLAN <br />ROOF SHEATHING. <br />APPROVED HANGER <br />(N) 2X ROOF <br />RAFTERS <br />CL'G JOIST W/ APPROVED <br />HANGER PER PLAN <br />(WHERE OCCURS) <br />2X CRIPPLE WALL <br />SHEAR PANEL <br />TYPE 1 <br />DBL TOP PLATE <br />(N) 2X CEILING <br />JOIST PER PLAN <br />12 <br />SIMPSON A34 <br />(4)16d EACH <br />SIDE TO BM <br />MULTI-STUD OR <br />POST, SEE PLAN <br />SIMPSON A34 TYP.FLUSH BEAM <br />SILL PLATE <br />MULTI-STUD OR <br />POST, SEE PLAN <br />PLYWOOD SHEATHING <br />BEAM TO WALL DETAIL <br />2x STUD AT EACH <br />SIDE w/ 16d AT <br />12"o.c. STAGGERED <br />EQ.EQ. <br />DROP BEAM PER <br />PLAN <br />ST6236 STRAP <br />CONDITION A <br />CONDITION B <br />DROP RIDGE BEAM <br />PER PLAN <br />ROOF RAFTER OR BM. <br />W/ EDGE NAILING PER PLAN <br />ROOF RAFTER OR BM. <br />W/ EDGE NAILING PER PLAN <br />APPROVED HANGER <br />SIMP. STRAP ST6236 <br />DRAG DETAIL <br />SIMP. STRAP ST6236 <br />ROOF RAFTER WITH E.N. <br />PER PLANFLUSH RIDGE BEAM <br />PER PLAN <br />13 <br />1 <br />1 <br />ENGINEER OF RECORD: <br />VENKATA ROHIT GRANDHI, P.E <br />7823 Boxwood Ct, <br />Highland, CA 92346 <br />rohith.grandi@gmail.com <br />09/04/202012/14/202401.18.2026