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FREIHEIT <br /> PER PLAN BLOCKING PANEL ARCHITECTURE <br /> BETWEEN JOISTS PER PLAN> PER PLAN <br /> <PER PLAN> (TYP.) BALANCE PER <br /> 2x4 ® SHEATHING SECTION A-5.0 <br /> 24"o.c. PER PLAN FLASH, <br /> [PER PLAN] [PER PLAN] <br /> NG <br /> A34 (TYP.) [PER PLAN] PER ARCH. SHEATHING <br /> 4,4 CONT. TOP & BOTTOM [PER PLAN] PER PLAN <br /> w/#10x6" SCREW EACH <br /> TRUSS PLY (TYP.) <br /> 3/i 6 I <br /> (E)BLDG. <br /> 2 TRUSS PER PLAN ©2022 <br /> GAP All rights reserved.No part of this document may be <br /> 2x4 BLKG. PANEL BETWEEN reproduced,many form or byany means,without <br /> n <br /> 2x4 BLKG. PANEL BETWEEN TRUSS PER PLAN 3/1 a" PLATE BOTH OLD PER PLAN GLB PER PLAN TRUSSES w/Y" COX PLYWOOD permission in writing from Shutter Consulting Engineers,Inc. <br /> TRUSSES w/Y2" PLYWOOD NAILED H3 EACH SIDE OF SIDES w/4—Y4'o M.B. NAILED w/10d COMMON ® 6"o.c. <br /> _T7 <br /> w/10d COMMON ® 5"o.c. 3/a" BRG. PLATE --� SHUTLER <br /> TRUSS (STAGGERED) 16d O 6"o.c., TO CONSULTING <br /> 16d ® 6"0,., TO GLB PER PLAN HSS POST � P ARCH. <br /> GILD & TRUSSES <br /> OLD & TRUSSES PER PLAN PER <br /> SHEATHING ENGINEERS Inc. <br /> PEA GLAZING PER ARCH. NAILING PER SHEAR OLD PER PLAN <br /> WALL SCHEDULE 3x PLATE w/Ya"sx6" 12503 Bel-Red Road,Suite 100 <br /> SIMPSON SIDS Bellevue,Washington 98005 <br /> SCREW ® 8'b.c. (425)450-4075 FAX:(425)450-4076 <br /> SECTION A-5.0 SECTION B-5.0 SECTION C-5.0 SECTION D-5.0 <br /> SCALE: 3Y4-1' O" SCALE: 3/4"-1' 0» SCALE: 3/4—.I. <br /> 3a"=1'-0" SCALE: <br /> PER PLAN J <br /> 0 W <br /> ill<PER PLAN> <PER PLAN> 7 Q <br /> [PER PLAN] <PER PLAN> O <br /> FLASHING NO HEADER OR <br /> PER ARCH. GLAZING AT SIM. } } <br /> SHEATHING 2x BLOCKING <br /> 2x BLOCKING SECTION. <br /> PER PLAN [VARIES] =SHEATHING <br /> = w a <br /> 10d COMMON 2x BLOCKING 10d COMMON s M <br /> 10d COMMON 6o.c., (TYP.) O 6"o.a, (TYP.) <br /> ® 6"o.c., TYP.( ) SHEATHING <br /> SECTION D-5.0 PER PLAN SHEATHING Z pCVp <br /> 2x4 � 24"o.c. O � LLJ <br /> W � <br /> SHEATHING & PER PLAN '^ <br /> NAILING PER SHEAR SHEATHING & SHEATHING & [VARIEg ' !� Q <br /> WALL SCHEDULE NAILING PER SHEAR NAILING PER SHEAR L > <br /> WALL SCHEDULE WALL SCHEDULE 2 O � > <br /> TRUSS N <br /> PER PLAN O LL W <br /> TRUSS STUD WALL <br /> 2x8 LEDGER PER PLAN PER PLAN TRUSS � W <br /> w/2-16d 2x8 LEDGER PER PLAN W <br /> EACH STUD & w/2-16d NAILS O O <br /> (E)BLDG. TO BLOCKING TO EACH STUD w = CD ; <br /> OLD U'^) <br /> 2" PER PLAN HEADER TRUSS PER PLAN J vJ � W <br /> STUD WALL STRAP PER PLAN <br /> w/2—ROWS 10d <br /> GAP PER ARCH. PER PLAN ® 6"o c HEADER <br /> STUD WALL 2x8 LEDGER BETWEEN PER PLAN <br /> PER PLAN GLAZING TRUSSES wo.c., EACH STUD <br /> P & 10d � 6"o.c. TO BLOCKING <br /> PER ARCH. <br /> SHEATHING & H3 EACH SIDE <br /> NAILING PER SHEAR OF TRUSS <br /> WALL SCHEDULE PER <br /> DOUBLE TOP PLATE <br /> SPLICE w/14-16d �PER ARCH, <br /> Y<"4x6" SIMPSON COMMON A <br /> SIDS SCREW ® 6"o.c. <br /> SECTION E-5.0 SECTION F-5.0 SECTION G-5.0 SECTION H-5.0 <br /> SCALE: 3/4"=1'-0" SCALE: %4 V-0" SCALE: 3/4• 1'—O" SCALE: 3/4••=1'-0" Digitally <br /> signed by John <br /> o i Headland <br /> 2022.09.09 <br /> Date: <br /> <PER PLAN> PER PLAN f'xsxONAL� r 10:54:50 <br /> 2x BLOCKING w/10d -0700' <br /> COMMON O 6"o.c., (TYP.) PER PLAN <br /> [[[S <br /> BLOCKING <br /> PER <br /> HEATHING <br /> SHEATHING 2x BLOCKING Y" PLYWOOD PER PLAN <br /> PER PAN <br /> PER PLAN <PER ARCH> H3 EACH JOIST <PER ARCH> NAIL w/10d REVISION LIST <br /> O 6"o - OR <br /> ALTERNATE Y" PLYWOOD PER PLAN [PER PLAN] <br /> 75%DD SET 2-282022 <br /> SHEATHING & SHEATHING PERMIT SET 3-31-2022 <br /> Y2" PLYWOOD SHEATHING NAIL w/10d A35 EACH STUD <br /> NAILING PER SHEAR NAIL w/10d PER PLAN BLDG.REVISION 0 9-14-2022 <br /> WALL SCHEDULE N 6"o.c. PER PLAN ® 6"o.c. A GLB <br /> [PER PLAN], A35 EACH STUD PER PLAN PER PLAN <br /> A35 EACH STUD � 2x12 CONT <br /> JOIST PER PLAN A B EACH 1J d AILS 1Y" 4�' yl^ <br /> �,x 1 <br /> 2 LEDGER w/4-16d 2x12 CONT XFINISH (l <br /> COMON NAILS EACH STUD w/4-16d NAILS <br /> EACH JOIST <br /> OIST PER PLAN 2x4 � 24"o.c. 2x4 ® 24"o.c. <br /> JOIST PER PLAN <PER ARCH> <br /> q 2x4 VERT. ® THIRD POINTS <br /> FINISH 2x4 ® 24'o.c. <br /> 2x4 @ 24"o.c. w/3-10d NAILS EACH END <br /> PER ARCH <PER ARCH> <PER ARCH> 'f(J'2"x10x0'-10" SIDES x0'-10" BOTH <br /> SIDES w/2-3/a^0 MB <br /> STUD WALL ® 24"o.c. HSS COLUMN <br /> a PER PLAN P) PER PLAN <br /> 4 <br /> PER ARCH <br /> ro <br /> SECTION J-5.0 SECTION K-5.0 SECTION L-5.0 SECTION M-5.0 <br /> SCALE: 3/4"=1'-0" SCALE: -V'=1'-0" SCALE: "=1'-0" SCALE: 3/"=1'-0" z ROOF FRAMING <br /> m SECTIONS&DETAILS <br /> 0 <br /> s <br /> S-5.0 BOFI <br /> x$ <br />