Masonry/Concrete/Stud Wall
|STUD WALL |Project Number: |Questions Answered By: |Date: |
| | | | |
|Please provide the following information needed for the proper design of the stud wall support structure. If multiple walls are present, more than one form|
|may be needed. Please provide a plan showing the extent, relative location and type of each wall. |
|I. Studs with: |Wall location and description: |
|Brick E.I.F.S. | |
|Fiberglass Reinforced Panel (FRP) | |
|Glass Fiber Reinforced Concrete (GFRC) | |
|Other | |
|Total wall thickness: Stud depth: | |
|Wt: psf (Incl. ALL materials) | |
|II. Maximum Allowed Building Lateral Deflection: |V. Wall Section (if not covered by a Section on the following pages): Show… |
|Eave Ht / 60 Eave Ht / 100 Eave Ht / 200 |VP’s Building Line. |
|Other: Eave Height / -or- inches |Supported materials, including type and thickness. |
|Partial Ht. Wall Only: inches at top of wall |Air space. |
|(NOT spandrel deflection.) |Height. |
|III. Maximum Allowed Vertical Frame Deflection: |Offsets. |
|(Generally applies at endwall rafters, but may apply elsewhere.) |Trims. |
|Vertical Deflection Limit: L / -or- inches | |
|IV. Stud Support Member Info. (where applicable): | |
|Spandrel (Type as indicated in detail): | |
|By Others (Provide connection detail to frames.) | |
|By VP Buildings | |
|Horiz. deflection limit = Length / | |
|Spandrel Elevations: | |
|Spandrel offset from Building Line: | |
|[pic] | |
|NOTES: |
|All horizontal/lateral deflections are based on a 10-year wind or seismic loading. |
|Studs and their connections are NOT by VP Buildings or VP Components. The design of materials not provided by VP Buildings is not the responsibility of VP |
|Buildings. |
|E.I.F.S = Exterior Insulating Finish System. NBVP = Not By VP Buildings. |
|All holes in VP spandrel beams and/or structural channels/cees are to be field located and drilled by others. VP Buildings will not be responsible for |
|fit-up of shop located holes and field located fasteners. |
|Additional details are required for installation of steel studs. VP Buildings and/or VP Components do not provide these details. The stud details should |
|be evaluated prior to erection. If the details were not provided or cannot be located, the erector should contact the design professional responsible for |
|the stud walls. |
|Care must be taken in the development of the stud wall connection details to avoid damage to the VP Buildings’ structure and/or the stud wall. Ignoring |
|these could also result in performance problems. The following issues must be considered: |
|Studs should never be connected directly to the VP eave purlins. |
|Studs should not be connected to the flanges of the endframe rafter (rake beam) unless coordinated with VP Buildings. |
|VP endframe rafters and eave purlins will deflect vertically under gravity and wind loads. Failure to account for this deflection will result in forces in |
|the stud wall and supported components that could be detrimental if not taken into account in the design of the stud walls and the VP Buildings structure. |
|Post and Beam endwalls that do not have sheeting will require bracing for stability. If wall rods cannot be used in the endwall, either use a continuous |
|beam endframe or brace the endframe to the first interior frame via roof rods. |
|STUD WALL – ENDWALL DETAILS |Project Number: |
| | |
|[pic] |[pic] |
|Section 1 – Full Height Wall at Inset Endwall |Section 2 - Full Height Wall at Inset Endwall |
| |Angle is is not by VP Buildings. |
|[pic] Section 3 - Full Ht Wall at Outset Endwall |[pic] |
| |Section 4 - Full Height Wall at Outset Endwall |
| |Studs extend to top bottom of purlins. |
|[pic] |[pic] |
|Section 5 - Full Ht Wall at Outset Endwall |Section 6 - Parapet at Outset Endwall |
| |Angle is is not by VP Buildings. |
|STUD WALL – SIDEWALL DETAILS & INTERMEDIATE SUPPORTS |Project Number: |
| | |
|[pic] Section 7 – Full Ht Wall at Outset Sidewall |[pic] Section 8 – Full Ht Wall at Outset Sidewall |
|Cladding attached to eave purlin: Yes No | |
|[pic] Section 9 – Parapet at Outset Sidewall |NOTE REGARDING SIDEWALL BRACING: |
| |Wall rods should be used in order to provide adequate rigidity. |
| |Portal frames, portal braces or partial height rods are not as stiff as the |
| |stud wall system, even if they are designed to a strict deflection limit, and |
| |should not be used. If they are used, it is likely that the stud wall will |
| |act as a shear wall and will take load prior to the bracing system taking |
| |load. If this occurs, the stud wall and/or its components may fail. If |
| |possible, sheet a portion of the wall to make a shear wall. Or, detail the |
| |wall to “float” so that the building deflection will not adversely impact the |
| |wall covering. VP Buildings will not be responsible for failure of the stud |
| |wall or its components due to adverse deflection of portal frames, portal |
| |braces or partial height rods. |
| |[pic] Section 10 – Intermediate Inset Supports |
| |(Use ONLY if support is to be held within stud framing.) |
|Section 10 - Tube girt elevations: | |
|Dimension from Finished Floor to Centerline of tubes | |
|Dimension from Finished Floor to bottom of tubes (hold dimension) | |
| | |
| | |
| | |
| | |
| | |
|STUD WALL – PARTIAL HEIGHT WALL & MISC. DETAILS |Project Number: |
| | |
|[pic] This is NOT a base girt. | PARTIAL HT WALL - TOP SUPPORT BY VP |
| |Structural channel or Plate Glass Header (PGH) attached to wall and to VP |
| |structure. |
| |NOTE: Studs supported by structural channel or PGH. |
| |*Wall Height = above finished floor. |
| |Supporting Cee/Channel: |
| |By Others (Provide connection detail to frames.) |
| |By VP Buildings |
| |Horiz. deflection limit = Length / |
| |Refer to VP Buildings’ standard erection drawings (SED) for additional |
| |information. |
|VI. Wall Panel Trim and Lap Conditions at Top of Partial Height Wall: |
|Panel Rib Panel Vee Rib Panel Other Conditions (Please specify) |
|Std. Crimped (2”) Std. Sq. Cut w/Base Trim (1/2”) |
|Sq. Cut w/Base Trim (1/2”) |
|Sq. Cut w/o Base Trim (1/2”) |
|Concrete Notch (1-1/2”) Special Lap: |
|NOTE: Standard lap, given in ( ), used Unless Noted Otherwise. |
|[pic] Section 12 – Bracing of Spandrel Beam Flange | |
| |In order to provide a cost efficient design of spandrel beams, VP Buildings |
| |may use brace angles to brace the inside flange of the spandrel to the studs.|
| |The brace angles are generally located at either the 1/3 or 1/4 points of the|
| |spandrel beam. Please indicate whether or not brace angles are allowed. |
| | |
| |Brace angles are allowed |
| |are not allowed. |
|[pic] |IMPORTANT NOTE: |
| |The details and design criteria shown in this form are provided to assist VP |
| |customers in communicating the information necessary to properly design and |
| |detail a VP metal building system with stud walls by others. They are not to|
| |be considered as the recommendation of VP Buildings nor does VP Buildings |
| |intend to imply that these details are suitable for use with any specific |
| |building. Selection of the appropriate details and design criteria |
| |associated with stud walls is important to the proper performance of the |
| |building and should be specified by a qualified, licensed professional. VP |
| |Buildings is not responsible for the adequacy or correctness of the details |
| |and design criteria specified. |
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