1-800-280-2872

PROJECT CHECKLIST

INFORMATION REQUIRED ON EXISTING BUILDING TO PREPARE CURA ADJUSTABLE REROOF FRAMING SYSTEM SHOP DRAWINGS

(Please use copies of the enclosed checklist to develop your information)

  • Out to out dimensions of the existing roof.

  • Spacing, type and direction of existing underlying structure such as bar joists, beams, concrete panels, etc.

  • All roof elevation changes, existing ridgelines and slopes.

  • Section cut sketch with dimensions of existing eave conditions.

  • Location, size, dimensions and weight of any roof top obstacles such as HVAC units, skylights, etc that will be raised with the new roof framing or interfere with the new framing layout.

  • Plans and specifications, if available.

  • As builts or existing structural drawings of the existing roof structure.

  • Sketch and dimensions of any special conditions.

  • Expansion joint locations.

  • Any other information you deem necessary for us to complete an accurate set of construction plans.


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CURA® FRAMING SYSTEM PROJECT
INFORMATION CHECKLIST


Information Recorded by: ___________________Date:__________

JOB#:____________________JOB NAME:______________________________________________

JOB LOCATION:___________________________________________________________________

CLIENT:__________________________________________________________________________

Contact:_____________________________________________
Address:_____________________________________________
____________________________________________________
City: State: Zip:________________________________________
Phone:______________________FAX:_____________________

ERECTOR:________________________________________________________________________

Contact:______________________________________________
Address:______________________________________________
_____________________________________________________
City: State: Zip:_________________________________________
Phone:___________________________FAX:_________________

DOCUMENTS PROVIDED
BY CLIENT:_______________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________

DESIGN CRETERIA:

Design Codes:_______________________________________________________________________
Live Load:_____________PSF, Dead Load:______________PSF, Wind Load:_____________PSF
If Wind is MPH instead of PSF, what is the Wind Speed?___________Code:_________Year:__________
Mean Building Roof Height: Type of Exposure:__________________Importance Factor:_______________
Concentrated Loads:______________________________________________(Show Location on Sketch)
Drift (Shadow) ____________________________, Code:__________________________Year:______
Earthquake Load___________________________, Code:__________________________Year:______
Structural Calculations required?___________P.E. Stamp required? (State of Registration):_____________
Drawing Requested: __________________________________________________________________

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IF THERE IS MORE THAN ONE ROOF OR ROOF CONDITION USE ADDITIONAL SHEETS.

EXISTING BUILDING AND ROOF
Document Reference:_______________________________________________________________________
Bldg. Width:_____________________Length:_____________________Total Sq. Ft.:____________________
Bldg. Height at Eave:___________________________Parapet Height above Existing Roof:_________________
Existing Roof Slope:________________________12, Type of existing roof drainage:______________________

Type of Existing Underlying Structure:____________________________________________________________

Underlying Structural Member Spacing:______________Parallel to Width_____________or Length____________

Type of Existing Deck:__________________________________________(Req’d if Deck Bridges are to be used)

Is there an Existing Expansion Joint:__________________________________________(Please show on Sketch)

What is the allowable Compressive Strength of the Existing Roof?__________________________________PSI

Is there Mechanical Equipment remaining on the Roof?________________________________________________

Does the Roof Edge have a gravel stop, raised lip, etc.?_______________________________________________

NEW ROOF REQUIREMENTS
Document Reference:________________________________________________________________________

Slope of New Roof:____________________:12 Is the Roof Single or Double Sloped?______________________
Ridge at the Centerline?______________If no, where?______________________________________________

Condition at Eaves:__________________________________________________________________________
Will there be a New Overhang?____________If so, Soffit Dimension:__________Fascia Dimension:____________

Conditions at Gable Ends:_____________________________________________________________________

Will there be New Overhang?___________If so, Soffit Dimension:____________Fascia Dimension:____________

Conditions at Hip Ends:_______________________________________________________________________
Will there be a New Overhang?___________If so, Soffit Dimension:___________Fascia Dimension:____________

New Roof Panel Manufacturer:_________________________________________________________________
Type of New Roof Panel:_____________________________________________________________________

Panel Attachment:________________________________Point of fixity:_________________________________

Other:____________________________________________________________________________________
Maximum Allowable Purlin Spacing: Main Field____________________, High Wind Areas:___________________
Is UL-90 Required?__________________________________________________________________________

CURA FRAMING SYSTEM
CURA Framing Material: RED OXIDE___________, GALVANIZED_____________, OTHER_______________
Framing Bottom Members are attached to:__________________________________________________________
Will built-up Roof or Existing Deck be removed at Point of Attachment?____________________________________
Will Spreader Plate be required? _________________________________________________________________
Vertical Web Member Spacing:_______________________What is the New Eave Height?____________________