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18" MAX. <br />S.A.D.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 />CEILING JOIST PER PLAN w/ (7) <br />16d NAILS TO ROOF RAFTER <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULE <br />PLATELINE <br />H2.5A AT EA. <br />ROOF JOIST <br />2 FRAMING AT ROOF RAFTERS <br />SCALE: 1"=1'-0" <br />CEILING JOIST PER <br />PLAN <br />SDS1 4"x41 2" WOOD <br />SCREWS @6"o.c. <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULE <br />ROOF RAFTERS PER <br />PLAN <br />ROOF SHEATHING w/ E.N. <br />PER PLAN <br />SHEATHING w/ E.N. PER <br />PLAN <br />SHEATHING w/ E.N. PER <br />PLAN <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULE <br />2x BLKG @48"o.c. EACH <br />SIDE AT CEILING AND AT <br />ROOF <br />CMSTC16 STRAP AT <br />HOLDOWN POST AT <br />ATTIC <br />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"4 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 />7 ROOF FRAMING AT SHEAR WALL <br />SCALE: 1"=1'-0" <br />CEILING JOIST PER PLAN w/ <br />HANGER PER SCHEDULE <br />BEAM PER PLAN <br />6 CEILING JOIST AT BEAM <br />SCALE: 1"=1'-0" <br />SIMPSON ST22 @48"o.c. <br />RIDGE BEAM PER <br />PLAN <br />WOOD SHIM, AS REQ'D <br />KING POST PER <br />PLAN <br />"PC" POST CAP <br />BEAM/HDR PER <br />PLAN <br />2x BLOCKING @48"o.c. <br />"CCQ" INVERTED <br />COLUMN CAP <br />HIP BEAM PER PLAN W/ SIMPSON <br />"HHRC" TO RIDGE BEAM <br />5 RIDGE BEAM TO KING POST <br />SCALE: 1"=1'-0" <br />3 FRAMING AT ROOF RAFTERS <br />SCALE: 1"=1'-0" <br />18" MAX. <br />S.A.D.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 />CEILING JOIST PER PLAN <br />"A35" CLIP AT SPACING PER <br />SHEAR WALL SCHEDULE <br />PLATELINE <br />H2.5A AT EA. <br />ROOF JOIST <br />2x LKG @48"o.c. <br />E.N.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 />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />A <br />D <br />U <br />27 <br />1 <br />9 <br /> <br />H <br />U <br />C <br />K <br />L <br />E <br />B <br />E <br />R <br />R <br />Y <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 />6 <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 />MARCH 2025PERMIT SUBMITTAL <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 />MAY 2025PLAN CHECK 1 <br />S401 <br />DETAILS