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APPROVED REVISION BLD-BLD2020-0133 Moore Res revised S3-S4SHEAR WALL PLYWOOD SHEATHING DIAPHRAGM BOUNDARY NAILING —\ PANEL EDGE NAII WOOD SHEAR Wl PLANS AND SHE SCHEDULE PLYV WITH PERF PART V) U V) T 0 00 N 0 0 N 0 N 0 2X6 OUTRIGGER QN 48" O.C. W/ INVERTED SIMPSON LUS26 LJ A AI/lrD 4X BLOCKING @ 32" O.C. W/ SIMPSON TS12 TWIST STRAP, CENTER BLOCKING ON TWIST STRAP RAKE DETAIL LVVL IV/IILIIYV .ALL _)lll ILVIJLL (ALL PANEL EDGES ALONG SHEARWALL SHEAR WALL) � 'shearwd SCALE: N.T.S. I I Il NL04 W61-0aannato I tonW 1. FLOOR DIAPHRAGM & NAILING CALLOUTS SEE STRUCTURAL NOTES SHEET S1. PLACE LONG DIRECTION OF ALL PLYWOOD SHEETS PERPENDICULAR TO JOIST DIRECTION. USE 3/4" T&G PLYWOOD, GLUED & NAILED. 2. ROOF DIAPHRAGM TO BE 1/2" CDX PLYWD APPLIED DIRECTLY TO TRUSSES/RAFTERS. PLACE LONG DIRECTION OF PLYWD PERPENDICULAR TO TRUSS/RAFTER DIRECTION. FOR NAILING CALLOUTS, SEE GENERAL NOTES SHEET S1. 3. PROVIDE MINIMUM (2) 2 X _ BEARING STUDS AT EACH END OF BEAM OR HEADER THAT ARE 4X10 OR LARGER UNLESS NOTED OTHERWISE (U.N.O.). 4. ALL BEAMS/HEADERS SHALL BE MINIMUM 4 X 8 U.N.O. 5. ALL EXTERIOR WALL STUDS SHALL BE 2X6 ® 16" O.C.(SEE GENERAL NOTES FOR SPECIES). ALL INTERIOR BEARING AND/OR SHEAR WALLS SHALL BE 2X4 @ 16" O.C. (EXCEPT PLUMBING WALLS SHALL BE 2X6). ALL INTERIOR WALLS OVER 14'-0" SHALL BE 2X6 ® 16" O.C. 6. ADENOTES A WOOD -FRAMED SHEAR WALL. SEE SHEAR WALL SCHEDULE ON S4. 7. SEE THE GENERAL STRUCTURAL NOTES ON SHEET S1 FOR ADDITIONAL INFORMATION. 8. HDUX DENOTES A SIMPSON HOLD-DOWN SEE HOLD-DOWN DETAILS 1/S1 & 4/S3. HOLD-DOWNS ARE TO ALIGN WITH ENDS OF SHEAR WALL PIERS ABOVE THIS PLAN LEVEL. 9. PROVIDE SOLID BLOCKING OR RIM JOIST AT JOISTS BEARING OVER WALL OR BEAM. SHEAR PANEL EDGE NAILING DIAPHRAGM BOUNDARY NAILING PLYWOOD ROOF FSHEATHING ROOF JOISTS PER PLAN W/ SIMPSON JOIST HANGERS 2X LEDGER W/ (4) 16d EA. STUD ETA TRUSS SIMPSON H1 @ EA. END OF EA. TRUSS/RAFTER TYP� HEADER (AS REQUIRED) NOTE: PERIMETER NAILING INSPECTION REQUIRED FOR ROOF SHEATHING. SCALE: 3/4"= l'-0" RBC2 ® 24" O.C. UNO 10d AT 6" O.C. VENTED 2x BLK'G. NAILING PER SW SCHEDULE WOOD SHEAR WALL SEE PLANS & SCHEDULES EXISTING EXTERIOR WALL 2X12 LEDGER W/ (3) SIMPSON SPS SCREWS 4"X42 © 16" O.C. TO ® EA. EXISTING STUD 3/4" T&G PLYWOOD SHEATHING FLOOR JOISTS PER PLAN. L-- SIMPSON A35 TO CONNECT RIM JOISTS EXISTING FLOOR JOISTS TO EACH FLOOR JOIST NORTH SECOND FLOOR FRAMING PLAN SCALE: 1 /4"= 1'-O" A` 1\9 STtjp,�� © GREENWALK DESIGNS LLC. z_ Q LL 0 0 LL 0 z 0 U L LI U) U) J L LI 0 06 z Q J n 2 0 U c W z Lu LC z N 0 Q, � o U C� Lo w o c N m w Z J O2 a w cc N Go 0) C Q Lo r Q O Z coo 0 W O O T_ O z U 0 ry IZ 6i J ~ O N ' 't Cn z 0 w co w = C/) w H- Q o > w Of S3 7D cn i 7D ry 0 O N O N \ O ROOF FRAMING NOTES 1. ROOF DIAPHRAGM TO BE 5/8" CDX PLYWD (P.I. = 32/16) APPLIED DIRECTLY TO TRUSSES/RAFTERS. PLACE LONG DIRECTION OF PLYWD PERPENDICULAR TO TRUSS/RAFTER DIRECTION. FOR NAILING CALLOUTS, SEE GENERAL NOTES SHEET S1. 2. REFER TO ARCHITECTS FLOOR PLAN FOR DIMENSIONS. 3. PROVIDE MINIMUM (2) 2 X _ BEARING STUDS AT EACH END OF EACH BEAM OR HEADER UNLESS NOTED OTHERWISE (U.N.O.). 4. ALL EXTERIOR BEAMS/HEADERS SHALL BE MINIMUM 6 X 8 U.N.O. 5. A DENOTES A SHEAR WALL BELOW THIS PLAN LEVEL. SEE SHEAR WALL SCHEDULE ON SHEET S2 6. SEE THE GENERAL NOTES ON SHEET S1 FOR ADDITIONAL INFORMATION. NORTH ROOF FRAMING PLAN SCALE: 1 /4"= 1'—O" p STiI,&,o 'y y A STRUM © GREENWALK DESIGNS LLC. z Q J a_ z 75 Q LL LL O O ryo O U 2 U Z 0 0, O U `n Lu z �1 w J O C Q-w cc N Go Cn O) C Q Lo cr) r Q O Z coo 0 W O 0 T— O z I--- U w O ry IZ w J ~ o N ' Cn z O w co LL] = G7 Lu> Q 0 w Of S4