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ROOF RAFTER PER PLAN w/ <br />(4) 10d TOENAIL TO LEDGER <br />RIDGE BOARD PER PLAN <br />E.N. <br />STRAP PER PLAN <br />1 ROOF FRAMING AT RIDGE BOARD <br />SCALE: 1"=1'-0" <br />2 FRAMING AT ROOF RAFTERS <br />SCALE: 1"=1'-0" <br />2x FASCIA w/ (2) 16d NAILS <br />AT EACH RAFTER <br />ROOF SHTG w/ E.N. PER <br />PLAN E.N. <br />2x BLKG SNUG TIGHT <br />BETWEEN RAFTERS <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULE. <br />PROVIDE SPACING AT <br />16"o.c. WHERE NO SHEAR <br />WALL OCCURS <br />PLATELINE <br />H2.5A AT EA. <br />ROOF JOIST <br />ROOF SHTG w/ E.N. PER <br />PLAN <br />B.N. <br />FLAT NAILER W/ (4) 8d TO EACH <br />RAFTER <br />TRIM NAILER, AS REQ'D <br />CALIFORNIA FRAMING RAFTERS <br />W/ (3) 8d TOENAIL (TYP.) <br />4 CALIFORNIA FRAMING <br />SCALE: 1"=1'-0" <br />BEAM PER PLAN <br />2x FASCIA <br />2x4 OUTRIGGER w/ (3) 16d <br />TOENAIL TO ROOF JOIST <br />@16"o.c. <br />"A35" CLIP AT SPACING PER SHEAR <br />WALL SCHEDULE. PROVIDE <br />SPACING AT 16"o.c. WHERE NO <br />SHEAR WALL OCCURS <br />E.N. <br />BEAM PER PLAN <br />CEILING JOIST PER <br />PLAN <br />2x BLOCKING @24"o.c. <br />CRIPPLE STUD WALL <br />1/2" PLYWOOD <br />SHEATHING w/ 16d <br />NAILS @6"o.c. E.N. <br />SILL PLATE PER <br />SHEARWALL SHEDULE <br />3 FRAMING AT ROOF RAFTERS <br />SCALE: 1"=1'-0" <br />5 ROOF FRAMING AT SHEAR WALL <br />SCALE: 1"=1'-0" <br />SHEATHING w/ E.N. PER <br />PLAN <br />(E) TRUSS PER PLAN <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULE <br />(E) SHEATHING PER PLAN <br />(E) CEILING/FLOOR JOIST AT 16" O.C. <br />PROVIDE 2X BLOCKING AT 48" O.C. <br />BETWEEN C.J. FOR PARALLEL <br />CONDITION <br />6 NON-BEARING WALL TO (E) SLAB <br />N.T.S <br />SIMPSON STC CLIP <br />NON-BEARING <br />WALL <br />7 ROOF FRAMING AT EXTERIOR WALL <br />SCALE: 1"=1'-0" <br />2x FASCIA <br />SHEAR WALL PER <br />PLAN <br />2x4 OUTRIGGER w/ (3) 16d <br />TOENAIL TO ROOF JOIST <br />@16"o.c. <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULEE.N. <br />BALLOON FRAME AT <br />CONTRACTOR OPTION. <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULE <br />CMSTC16 STRAP AT <br />HOLDOWN POST AT <br />ATTIC <br />8 RECESSED BEAM <br />SCALE: 1"=1'-0" <br />DOUBLE TOP PLATE <br />STRAP PER PLAN <br />TRIMMER TYP. <br />POST PER PLAN <br />ECCQ COLUMN CAP <br />PER PLAN <br />STUD TYP. <br />RECESSED <br />BEAM/HEADER PER <br />PLAN <br />RE <br />M <br />O <br />D <br />E <br />L <br />56 <br />0 <br />3 <br /> <br />H <br />I <br />G <br />H <br />L <br />A <br />N <br />D <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />SHEET NUMBER <br />DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED <br />WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL <br />AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH <br />INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE <br />USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT <br />WRITTEN CONSENT OF DELLA STRUCTURAL. <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />SHEET TITLE <br />DATEPROJECT STATUS <br />ENGINEER OF RECORD <br />DECEMBER 2025PERMIT SUBMITTAL <br />MARCH 2025PLAN CHECK 1 <br />L <br />RO <br />Exp. 06-30-26 <br />S <br />IVISTTACEOF IFAL <br />IG <br />RE <br />C L <br />No. 91229 <br />REET <br />D SPRFOE AOINS <br />IG <br />NAI <br />ER <br />EN <br />ENNARTALLED <br />de <br />l <br />l <br />a <br />@ <br />d <br />e <br />l <br />l <br />a <br />i <br />n <br />c <br />o <br />r <br />p <br />o <br />r <br />a <br />t <br />e <br />d <br />. <br />c <br />o <br />m <br />51 <br />0 <br />. <br />3 <br />2 <br />2 <br />. <br />0 <br />7 <br />3 <br />5 <br />S401 <br />DETAILS