Stud Walls
Found 4 free book(s)
System Design Considerations - USG
www.usg.comdimensions of the stud, stud spacing and the allowable deflectio n limit. Curtain walls are not regarded as load-bearing walls and are not designed to carry axial loads.However,finished curtain wall ass emblies do need to withstand wind loads within certain stress or deflec tion lim-its. Limiting height tables from the framing manufacturer ...
Roofs and Walls CAD Details
www.autocaddetails.netSTUD WALL WI ~-SHEATHINGFINISH & INSULATION EXPOSED EAVE Samples from www.AutoCADDetails.net. COMMON RAFTER ROOF SHEATHING EXPOSED GRADE @--_ EXPOSURE NOTCH RAFTER END RAFTER STOPS@ FRIEZE BLOCK rOOFING LOOKOUTS TRIM ~---NOTCHED ~-SHEATHING ~-SIDING BARGE _-----I RAFTER EXPOSED …
UDC Wall Bracing Provisions - Wisconsin
dsps.wi.govPer stud and top and bottom platese DWB Diagonal wood boards ¾” (1” nominal) for maximum 24” o.c. stud spacing 10’ 48” 2-8d box nails (2 3/8” long x 0.113” diameter) or 2 - 1 3/4” long 16-gage staples Per stud and top and bottom platese WSP Wood structural panel 3/8” for maximum 16”o.c. stud spacing; 7/16” for maximum 24”
APPENDIX C FOUNDATION CAPACITIES TABLES
www.hud.govwalls in the transverse direction and by longi-tudinal foundation shear walls in the longitudi-nal direction. An appropriate number of verti-cal X-bracing planes can be substituted for shear walls to resist sliding in the transverse or longitudinal direction. See sections 602-5.G and 602-6.F. B. The roof/ceiling and floor of the super-