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lgt\T/ROOF I <br />TRUSS PER PLAN---/ <br />METAL HARDWARE PER <br />SHEAR WALL SCHEDULE ---� <br />DOUBLE TOP R <br />BM WHERE OCCURS PER PLAN <br />-H1 CLIP EACH TRUSS, <br />H2.5A EA SIDE OF <br />MULTIPLE TRUSSES <br />EDGE NAILING PER PLAN @ BLKG <br />(MIN 8d ® 4"OC) <br />2"0 VENT HOLES PER ARCH @ �_, <br />MAX (3) PER FULL BLOCK <br />�?-PANEL EDGE NAILING <br />n <br />e <br />r � <br />a <br />OVERHANG FASCIA PER ARCH <br />PER ARCH <br />WALL/POST PER PLAN ROOF TRUSS PER PLAN, TYP <br />2x6 BRACE @ 48"OC W/ <br />(4) 16d FACE NAILS EACH END <br />IN <br />2x BLOCKING ® 48"OC <br />W/ (2) 16d END NAILS <br />EDGE NAILING PER PLAN <br />(MIN 8d @ 4"OC) <br />ABLE END TRUSS <br />FOR BRACES OVER <br />-31ONG, ADD 2x4 <br />FLAT BRACE W/ <br />16d NAILS @ 6"OC <br />SHEATHING <br />PER PLAN <br />T/SHEATH I N� <br />RAFTER PER PLAN ` <br />99 <br />DIAPHRAGM EDGE <br />NAILING PER PLAN <br />—WEB FILLER <br />2X PLIKG <br />LSL RIM & FASCIA <br />PER ARCH <br />EDGE NAILING PER PLAN <br />OVERHANG <br />PER ARCH <br />;TEND SHEATHING TO 2X OUTRIGGER @ 24- OC <br />TOP OF TRUSS <br />METAL HARDWARE PER <br />< BLOCKING @ 48"OC SHEAR WALL SCHEDULE """'�SHEAR WALL SHEATHING & <br />(2) 16d END NAILS <br />NAILING PER SHEAR WALL <br />SCHEDULE <br />PER P SHEAR WALL <br />SHEAR <br />& SCHEDULEPER STUDS PER PLAN & GENERAL <br />-ANSTRUCTURAL NOTES <br />1 TYPICAL EXT SHEAR WALL PERPENDICULAR TO GOOF TRUSS 2 TYPICAL EXl" SHEAR WALL PARALLEL TO ROOF TRUSS <br />JOISTS PER PLAN <br />T/sHF.ATHiNc <br />TYPICAL JOIST HANGER _j <br />- <br />COORDINATE W/ JOIST FLANGE <br />- TOP FLANGE USE "ITS" <br />FACE MOUNT USE "IUS" <br />SHEATHING PER PLAN <br />AND SCHEDULE <br />8d @ 6'°OC <br />EA 2x BLK'G <br />JOISTS PER PLAN <br />A. <br />T/SHFATHI4�G _\ \ <br />FLOUR DIAPHRAGM <br />PANEL EDGE NAILING <br />(8d @ 6"OC MINIMUM) <br />FLOOR SHEATHING PER PLAN <br />H10A CLIP EACH RAFTER @ <br />R <br />R NAILING PER SHEAR <br />ROOF RAFTER PER PLAN <br />EXTERIOR WALLS <br />SHEATHING PER PLAN <br />NAILING PER SHEAR <br />WALL SCHEDULE <br />EDGE NAILING PER PLAN @ <br />WALL SCHEDULE <br />EDGE NAIL SHTG @ BLOCK <br />BLOCKING (MIN 10d @ 4°"OC) <br />SHEATHING PER <br />PLAN EDGE NAILING PER PLAN <br />EDGE NALING PER PLAN <br />T/SHEATHING <br />T SHEATHING <br />/ <br />SHEATHING PER PLAN <br />--- <br />(2) 16d END NAILS TOP & <br />(2) 16d END NAILS TOP & <br />N + + <br />ANT/SHEATHING <br />BOTTOM INTO EACH JOIST <br />BOTTOM INTO EACH JOISTlizz <br />is\1- <br />isit 11/4" TIMBERSTRAND RIM BOARD, TYP1/q <br />TIMBERSTRAND <br />BOARD, TYP <br />¢oRIM <br />T/ROOF PLSPLICE <br />SHEATHING ® <br />o <br />I t61 SPLICE SHEATHINGt 91 i <br />JOIST PER PLAN <br />ADDITIONAL BLOCKING @STUD <br />RIM BOARD WHEN ABLE <br />° <br />i n RIM BOARD WHEN ABLE <br />WEDGE BLKG FOR SOLID <br />POST LOCATIONS & BEARING WALL <br />uu <br />I a <br />I <br />2x4 W/ (2) 8d NAILS <br />I <br />el I <br />BEARING, WHERE NEEDED <br />PANEL EDGE <br />NAILINGADDITIONAL <br />2x BLOCKING ® 48"OC <br />BLOCKING ® STUD <br />EACI i WEB <br />°f 1° ADDITIONAL BLOCKING ® <br />LSL RIM &FASCIA <br />SHEAR WALL SHEATI IING &NAILING <br />POST LOCATIONS & BEARING WALL <br />BEARINGT/SHEATHING <br />STUD POST LOCATIONS & <br />WALL <br />METAL HARDWARE PER <br />®v H� PER ARCH <br />METAL HARDWARE PER <br />PER SHEAR WALL SCHEDULE <br />SHEAR WALL SCHEDULE <br />TJI JOIST PER <br />PLAN <br />SHEAR WALL SCHEDULE <br />�—SHEAR WALL SHEATHING & NAILING <br />TJI JOIST PER PLAN <br />SHEAR WALL SHEATHING <br />STUDS PER PLAN & GENERAL <br />PER SHEAR WALL SCHEDULE <br />& NAILING PER SHEAR <br />DOUBLE TOP PL <br />STRUCTURAL NOTES <br />METAL HARDWARE <br />PER <br />TJI BLOCKING 48"OC <br />WALL SCHEDULE <br />SHEAR WALL SCHEDULE <br />STUDS PER PLAN & GENERAL <br />NOTES <br />METAL HARDWARE PER <br />STUDS PER PLAN & GENERAL <br />SHEAR WALL SCHEDULE <br />STRUCTURAL NOTES <br />SHEAR WALL PER <br />PLAN & SCHEDULE <br />NOTE: <br />RAFTER SLOPE MAY BE UPWARD OR DOWNWARD <br />AS REQUIRED PER PLAN. <br />TYPICAL <br />I WALL PERPENDICULAR TO JOISTS <br />6 <br />TYPICAL i I WALL <br />PARALLEL TO TJI JOISTS <br />7 <br />EXTERIOR SW PERPENMCULARFT <br />INTERIOR WEAR WALL <br />PERPENDICULAR TO FLOOR JOISTS <br />2x4 FLAT BLKG BTWN JOISTS <br />(3) 1Od @ EACH <br />T/SHEATHING <br />2x4 FLAT BLKG BTWN TRUSSES <br />Xnr i(I1 l r,s E-kin MAII CAI-U I-Mn <br />FLOOR JOIST <br />PER PLAN <br />(4) 1Od @ EACH <br />T/SHEATHING <br />1V <br />TRUSS TOP <br />CHORD <br />2x BLOCKING -� - FLOOR PER PLAN <br />11 <br />—ADDITIONAL BLOCKING ® STUD <br />POST LOCATIONS & BEARING WALL <br />T/SHEATHING <br />a <br />TO <br />PER PLAN L <br />jo <br />METAL HARDWARE PER SHEAR WALL PER HOLDOWN PER PLAN & <br />SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE SCHEDULE <br />BEARING/SHEAR WALL E <br />I-VJ6`"JI VLJJ -Al I_1VLVVVVN <br />ABOVE & BELOW <br />12 NOT USED <br />PROJECT #: <br />-1 7 <br />DRAWN BY1 GS <br />REVIEWED DYo CIS <br />ENGINEERING DESIGN PLLG 1 <br />STRUCTURAL EN <br />6619 132ND AVE NE, #126 <br />KIRKLAND, OVA 98033 <br />Zvelt.F,ng@outlook.com <br />EXPIRES+ 07-07-22 <br />PROJECT NAME <br />,w <br />I <br />=11100131a" <br />