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NAILING SCHEDULE <br /> CHORD SPLICE NAILING:8-16d NAILS EACH SIDE OF SPLICE. <br /> TRUSS BLOCKING:(4)-16d(TOENAILED) <br /> FRAMING NAILING: <br /> STUD TO TOP PLATE,2-16d END NAIL <br /> '""O TO SILL PLATE.2-16d END NAIL OR 4-8d TOENAIL <br /> 'EADER 16d®16'OC ALONG EACH EDGE <br /> cR TO KING STUD 4-8d TOENAIL OR 4-16d END NAIL <br /> i <br /> _-.BLE TOP PLATES.16d a 16"FACENAIL <br /> UNLESS SPECIFIED HEREIN,ALL NAILING SHALL BE <br /> PER 2012ISC TABLE 2304.9.1. <br /> B D I <br /> a <br /> UPLIFT TRANSFER:. PROVIDE SIMPSON H2.5A AT EACH END OF <br /> i <br /> TRUSSES. 17E-CURB OPENING T'TY2 �'.T CURB <br /> ._-_._____—_._.._._.._ . <br /> PROVIDE{2x6 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF `j OPENING _ 1•.W FOOTING <br /> PLYWOOD ON SHEAR WALLS, 6'CURB <br /> UNBLOCKED ROOF DIAPHRAGM CALC. LOW <br /> SHEAR SHEAR <br /> ROOF SHEATHING NAILING: LOAD LOAo — <br /> BORDER: "tMON 6 6"GC IRA) (w"I I ANCHOR BOLT MAX SPACING, I m L o <br /> .aCOW,,..g nr <br /> FIELD Sd COMMON @ I UC I END DISTANCE,EDGE a <br /> J L.t w <br /> X 197 <br /> DISTANCE.MINIMUM I y I:..,z y <br /> M O y <br /> I EMSEDMF t MINIMUM END tr z[COS <br /> DWANCE PER FOUNUATION I "t y'F�- <br /> _._ _. -..._____.... -_._. PLAN NOTES ON A5. C <br /> p F- W I C' <br /> o Lu <br /> I I V ZOn�� <br /> CALC:.�LLOSHEAR WALL SCHEDULE L DQ o SHEAR WALL SCHEDULE LOAD LOAD N <br /> (IbBI; (INn) (aunt tmac) <br /> {2x6 FRAMING.SHEATHE EXTERIOR WITH 3/8" 2x6 FRAMING.SHEATHE EXTERIOR WITH 318" I I W 0 <br /> SMARTSIDE WITH FOIL BACKING. SMARTSIDE WITH FOIL BACKING. In Y <br /> 40'-0-LONG TOTAL. (10'+4'+3.5'+3.5')=21'USED X 230 60'-0"LONG TOTAL. 60'USED FOR SHEAR. X 230 I I z(QJ Z I- , i <br /> a. FOR SHEAR. B NAILING: <br /> C_,_>NAILING: �� EDGE.8d COMMON @ 6"OC I g O O >`D <br /> U mg WOE <br /> EDGE:Bd COMMON @ 6"OC FIELD:8d COMMON @ 12"nr <br /> I I w Y�9z <br /> FIELD:8d COMMON @ 12"OC NO HOLDOWNS REUUIRF <br /> NO HOLDOWNS REQUIRED. I I W <br /> F5 o v J IS <br /> i I z �W IS <br /> U <br /> I I mUc--o7 <br /> aU OQQ <br /> vu)co <br /> TOENAIL BLOCKING TO TOP PLATE: 3-8d/BLOCK I I O z Y <br /> 2x6 150 z <br /> I I =� < m <br /> _ W Z <br /> 2x6 FRAMING.SHEATHE EXTERIOR WITH 318" I FRAMING.SHEATHE EXTERIOR WITH 3/8" I a n -Q a Q c <br /> SMARTSIDE WITH FOIL RACKING. SMARTSIDE WITH FOIL BACKING. I oG a o m <br /> 40-0"LONG TOTAL. (10'+4'+3.5'+3.5'}=21'USED X 230 60'-0"LONG TOTAL. (8'+8'+38')=54'USED FOR X 230 1n a~.. h=p <br /> FOR SHEAR. S-. SHEAR. <br /> NAILING: ___�NAILING: I I z z °� rn Z <br /> EDGE:Bd COMMON @ 6"OC @ I I Q w 0 t7 <br /> EDGE:8d COMMON 6'OC �a 0 rn O <br /> FIELD 8d COMMON @ 12"OC FIELD:Sd COMMON @ 12"OC W z H z z m rn 1 <br /> NO HOLDOWNS REQUIRED. I I W N u. J=LL <br /> NO HOEDOWNS REQUIRED. a� a 3 Y w a <br /> I I FOF G=Nm01,- <br /> I <br /> TOENAIL BLOCKING TO TOP PLATE: 34d/BLOCK <br /> ISO o <br /> WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED,AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS. _ 8 <br /> I i � LL <br /> C u- <br /> r <br /> I I �Gn <br /> A I I Drawn By:CJT <br /> Date:2/1/16 <br /> As Checked By: <br /> I I Date* _ <br /> Revised: �— <br /> Revised: <br /> Tide: <br /> 1 I FOUNDATION PLAN <br /> SHEAR WALL SCHED <br /> — — — — — — — — — — — — — — — — — — — — — — — — — <br /> NAILING SCHEDULE <br /> L <br /> itC/"," Scale: 1/4"-l'-0" <br /> c o rk 0.,•: Sheet: <br /> 9=10YZ 4'3'CURB 3'•7YY 17-T CURB OPENING 'D o- <br /> OPENING ) <br /> _ _._... � a dSlONAL i�". <br /> A3 <br /> FOUNDATION PLAN <br /> Sheet 3 of 5 <br />