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18 <br />" <br /> <br />M <br />I <br />N <br />. <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />6 FRAMING AT SHEAR WALL OPENING <br />SCALE: 1"=1'-0" <br />CMSTC16 STRAP EA. SIDE <br />OF OPENING <br />CMSTC16 TOP & BOT. OF <br />OPENING <br />SHEAR WALL w/ <br />E.N. PER PLAN <br />HEADER PER <br />PLAN <br />OPENING, S.A.D. <br />PLYWOOD <br />SHEATHING <br />BEYOND, SHOWN <br />DASHED. <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 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 />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 />5 CALIFORNIA FRAMING <br />SCALE: 1"=1'-0" <br />7 FRAMING AT SHEAR WALL INTERSECTION <br />SCALE: 1"=1'-0" <br />SHEAR WALL PER <br />PLAN <br />E.N. <br />2x STUD w/ 1 4"x41 2" SDS <br />WOOD SCREW AT SPACING <br />PER SHEAR WALL SCHEDULE <br />HOLDOWN POST PER <br />SCHEDULEHOLDOWN PER PLAN 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 />4 ROOF FRAMING AT SHEAR WALL <br />SCALE: 1"=1'-0" <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 />3 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 />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 />CEILING JOIST PER <br />PLAN <br />2x BLKG @48"o.c. <br /> A <br />D <br />U <br />25 <br />1 <br />7 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <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 TA STRUCTURAL AND <br />WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL <br />PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, <br />DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN <br />CONSENT OF TA 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 />JULY 2024PERMIT SUBMITTAL <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 />ENNARTENAUD <br />OCTOBER 2024PLAN CHECK <br />S401 <br />DETAILS <br />2515 & 2517 N <br />Cotter St5/1/2025