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Exterior walls of wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R602.3(1)and R602.3(2),or in accordance with AWC NDS.Components of exterior walls shall be fastened in accordance with Tables R602.3(1)
<br /> through R602.3(4).Wall sheathing shall be fastened directlyto framing members and,where placed on the exterior side of an exterior wall,shall be capable of resisting the wind pressures listed in Table R301.2(2)adjusted for height and exposure using Table R301.2(3)and shall rnnform to
<br /> the requirements of Table R602.3(3).Wall sheathing used only for exterior wall covering purposes shall comply with Section R703. NOTES:
<br /> Studs shall be continuous from support atthe sole plate to a support at the top plate to resist loads perpendicular to the wall.The support shall be a foundation or floor,ceiling or roof diaphragm or shall be designed in accordance,with accepted engineering practice. 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC.
<br /> Exception:Jack studs,trimmer studs and cripple studs at openings in walls that comply with Tables R602.7(1)and R602.7(2).
<br /> TABLE R607 S(1)FASTENING SCHEDULE 2. LOCATE ALL HOLDOWNS AT ENDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED HEM-FIR END STUDS.
<br /> 3. BUNDLED END STUDS SHOULD BE STITCH-NAILED TOGETHER USING MINIMUM (2) 16d ® 10"OC, UNO.
<br /> OF ASTENER.".
<br /> ITEM DESCRIPTION OF BUILDING ELEMENTS SPACINGANOLocATGN 4. LOCATE "HDU#" & "HDC#" HOLDOWNS AT CONCRETE FOUNDATION LEVEL.
<br /> ,a
<br /> Rod LOCATE "CMST#" & "MSTC#" STRAPS AT FLOOR-TO-FLOOR CONNECTIONS.
<br /> 4-ed box(2oz. )or 5. ALL HOLDOWN ANCHOR BOLTS SHALL BE MIN 4" FROM CONCRETE WALL ENDS.
<br /> 3-0tl common(2'12"ri-0
<br /> .137');or 7ae�a�i
<br /> 1 BlockingbelweenceililgjdsisorreMlsmmpplate 3-10d co.(3'=0.1281:or 6. USE "SSTB" FOR 2x SILL PLATES & "SSTBL" FOR 3x OR (2)2x SILL PLATES.
<br /> 3-3'=0.131"nails
<br /> 4-8d bpx(2'!f=0.113'):or 7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM 11/2" EDGE DISTANCE FROM CONCRETE CORNER TO
<br /> 3-61 com-(2'1z-0.131");or per,ols.toe nail "STHD" STRAP. USE "RJ" STYLE WITH "Si WHERE RIM JOIST IS PRESENT.
<br /> 2 Ceiling joists to top dale 3-10d box(3'=0.120'):or
<br /> 33-0.131'aails 8. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. M
<br /> 4-10d ocx(3-.0.128'):or O
<br /> 3 Ceiling joist not attached to parallel rei laps over partitions(see Section R802.52 and Table R802.5.2) 3-76tl'cocoon(31/2=0.1821:a Face nail N
<br /> 4-3'.0,131'nails 00
<br /> M
<br /> 4 Geiling joist attached to parallel rafter(heel pint)(see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail
<br /> 4-10d box(3'=0.128'):or ~>
<br /> 5 Collar tie to ranter,face nab or Ilia"=20 ga.rWge strap to 3-10d common(3'-0.14e1:or Face net each rafter MINIMUM NUMBER OF FULL-HEIGHT
<br /> rafter 4-3'-0.131'Halle STUDS AT EACH END OF
<br /> 3-16d box nails(31li=0.135^):or HEADER5 IN EXTERIOR V'lALLS Oz
<br /> 3.10d common nails(3'-0.1481;or 2 toe nails on one side and 1 toe nail LI
<br /> 6 Rafter or roof truss to plate 4-1 Od oox(3'•0.128'):or on opposite sde of each rafter or truss ULTIMATE OW16N PBNO 9P® I- It-
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