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2x6 PARAPET STUDS BUILT <br />INTEGRALLY W/ TRUSSES <br />(IE PART OF TRUSS PACKAGE) <br />2x6 BLKG BETWEEN <br />PARAPET STUDS <br />u <br />NOTCH ROOF SHEATHING <br />AROUND EA PARAPET STUD <br />SHEATHING PER <br />16d 6" OC <br />ROOF FRAMING <br />SLOPE PER PLAN NOTES <br />-A� ARCH <br />1®d @ 6," OC <br />I <br />DIAPHRAGM BOUNDARY <br />NAILING PER ROOF <br />FRAMING PLAN NOTES <br />TRUSS BLOCKING PER <br />TRUSS MFR. DESIGN) <br />FOR 310 PLF (ASD) <br />IN -PLAN SHEAR. <br />PANEL EDGE NAILING <br />PRE -MANUFACTURED <br />PER SHEAR WALL SCHED <br />ROOF TRUSS PER PLAN <br />SIMPSON AFS PER SW <br />SHEATHING AND <br />SCHED (24" OC MAX) <br />MAILING PER PLAN AND <br />SHEAR WALL SCHEDULE <br />SIMPSON H2.5A <br />OR STRUCTURAL NOTES <br />TIE EA TRUSS <br />A. CONDITION AT STUD WALL <br />FLAT T R <br />SCALE: 1" = 1' <br />f •� <br />9. mil. wil i 1. wo <br />SCALE: 1" = V-0" <br />2x6 PARAPET STUDS BUILT <br />INTEGRALLY W/ TRUSSES <br />(IE PART OF TRUSS PACKAGE) <br />2x6 BLKG BETWEEN <br />PARAPET STUBS <br />NOTCH ROOF SHEATHING <br />AROUND EA PARAPET STUD <br />SHEATHING PER <br />ROOF FRAMING <br />SLOPE PER PLAN NOTES <br />ARCH I i <br />SCALE. 1"v V-0" <br />2x6 PARAPET STUDS BUILT <br />INTEGRALLY W/ TRUSS BLKG <br />(IE PART OF TRUSS PACKAGE) <br />2x6 BLKG BETWEEN! <br />PARAPET STUDS <br />u <br />NOTCH ROOF SHEATHING <br />AROUND EA PARAPET STUD <br />Lu <br />SHEATHING PER ROOF <br />FRAMING PLAN NOTES <br />16d @ 6" OC <br />TRUSS FLKG PER MFR @ <br />24" OC, FIRST BAY ONLY <br />10d @ 6" OC <br />I <br />DIAPHRAGM BOUNDARY <br />NAILING PER ROOF <br />FRAMING PLAN NOTES <br />TRUSS BLOCKING <br />OR TRUSS RIM PER <br />TRUSS MFR <br />PANEL EDGE <br />NAILING PER SHEAR <br />PRE -MANUFACTURED <br />WALL SCHED <br />ROOF TRUSS PER PLAN <br />SIMPSON A34 <br />SHEATHING AND <br />TOP & BOT <br />NAILING PER PLAN AND <br />SIMPSON A35 PER SW <br />SHEAR WALL SCHEDULE <br />SCHED (24" OC MAX) <br />OR STRUCTURAL NOTES <br />�— SIMPSON H2,5A <br />CLIP EA TRUSS BLKG <br />L T <br />ING W ARAPIT <br />SCALE: <br />AN <br />SHEAR UNO ON <br />PLAN <br />� <br />SILL PLATE NAILING PER <br />SCHEDULESHEAR WALL <br />CONT 2x4 NAILER <br />CONT FULL WIDTH <br />TOP PLATE ON 2x4 <br />PLATES <br />IIILli�>It*tTlll�l�L�;���1�� <br />PANEL EDGE NAILING PER <br />ROOF PLAN NOTES <br />SHEATHING AND NAILING <br />PER ROOF FRAMING PLAN <br />SHEATHING PER ROOF <br />FRAMING PLAN NOTES <br />SLOPE PER <br />A <br />PRE-ENGINEERED ROOF / <br />TRUSS PER PLAN �/ <br />16d @ 6" OC <br />SIMPSON H2.5A <br />2x4 FLOCKING <br />CLIP EA TRUSS (EA <br />SIDE OF CORRIDOR) <br />WOOD STUD <br />WALL PER PLAN <br />A. CONDITION AT 2x STUD WALL <br />FLAT T T <br />INTERIOR <br />SCALE: 1 m V-O" <br />SHEATHING PER eO"I <br />FRAMING PLANNOTES <br />TRUSS BLKG PER f <br />48" OC, FIRST BAY ONLY I <br />PANELEDGE <br />NAILING PER SHEAR <br />WALL SCHED <br />TRUSS BLOCKING PER TRUSS <br />MFR, DESIGN FOR 310 PLF <br />(ASD) IN —PLAN SHEAR, <br />PANEL EDGE <br />NAILING PER SHEAR <br />PRE —MANUFACTURED <br />WALL SCHED <br />ROOF TRUSS PER PLAN <br />SIMPSON A34 <br />SHEATHING AND <br />TOP & BOT <br />NAILING PER PLAN AND <br />SIMPSON A35 PER SW <br />SHEAR WALL SCHEDULE <br />SCHED (24" OC MAX) <br />OR STRUCTURAL NOTES <br />SIMPSON H2.5A <br />CLIP EA TRUSS BLKG <br />A. CONDITION AT STUD WALL <br />L TT <br />SCALE: 1" a V-0" <br />2x1D BLOCKING AT <br />EVERY OTHER TRUSS BAY <br />SECTION A -A <br />SCALE: I" = V-0" <br />f�Y�1 <br />SHEATHING Inc NAILING <br />PER PLAN & SHEAR WALL <br />2x$ & 2x6 TOP PLATES, SCHEDULE <br />CONN W/ TYP SPLICE DETAIL PANEL EDGE NAILING <br />CONT 1 1/2" SCREENED PER PLAN NOTES <br />SLOT EA SIDE OF WALL ROOF SHEATHING & NAILING <br />2x6 HF#2 @ 24" OC PER PLAN NOTES <br />15/32" PLYWOOD OR 7/16" <br />OSB EA SIDE OF WALL Ire — <br />SCALE: I" 4 V-0" <br />DIAPHRAGM BOUNDARY NAILING <br />PER ROOF FRAMING PLAN NOTES <br />SHEATHING PER ROOF <br />FRAMING PLAN NOTES <br />TRUSS BLKG PER MFR <br />48" OC, FIRST BAY ONLY <br />SILL PLATE NAILING <br />PER PLAN AND SHEAR <br />WALL SCHEDULE OR <br />STRUCTURAL NOTES <br />SHEATHING AND <br />NAILING PER PLAN <br />JOISTS PER PLAN j <br />a SCHEDULE �J <br />2x4 CONT AT <br />SHEAR WALLS <br />STUD WALL PER PLAN <br />xL. sy i4t�`, <br />0 4TH AVE S., SUITE , <br />EDMONDS, WAHINGTON <br />WI4/20 <br />Y <br />1 <br />�9a <br />R <br />a <br />x <br />sl <br />1 <br />i <br />s <br />DESIGN- <br />DT <br />DRAWN: <br />JEO <br />CHECK: <br />JOG <br />� II <br />Ir DATE: <br />12/23/1 <br />