These come right of the CodeSearch program noted below.ġ4.ĝetermination of structure wind loads to be determined by CodeSearch program to be supplied by us for use on this project or other program consultant is familiar with and has access to.ġ5.Ĝomplete RISA 3D or ETABS model of structure (in RISA Rev 16 or 17 or ETABS 17)ġ6.Ěny hand calculations done to complete the work.ġ7.
The window suppliers have told me nominal.
Risa 3d 17 get скачат code#
I need to review the code and determine if these are designed on peak or nominal pressures. Spiral Stair concrete support beam design.ġ2.Ğlevated slab to support HVAC condenser unit.ġ3.Ğxterior door and window design pressure requirements. I ran these numbers and can provide as general information but roof truss spacing and hold down anchors need to be chosen.Ĩ.Ě description of any special rebar requirements for openings, connection of concrete beam to the ICF walls, etc.ĩ.Ěnchor requirements for exterior 6" wood stud walls.ġ0.Ğlevated concrete walkway and concrete stair design.ġ1. Roof regional loads and anchor/tie-down selection.
Typical rebar size for these walls is #5.ħ. and vertical steel at minimum increments of 8" O.C. These wall systems can allow horizontal steel at minimum increments of 32" O.C. Main wall and wall opening reinforcing for ICF walls. Standard steel column sizing (off the shelf) to support 2nd floor wood floor and roof at 2nd floor south balcony.Ħ. I have also researched connectors and hangers so I'll only need the load and will not require you to choose these items.ĥ. I have done preliminary calcs and sized member with spacing to account for the 20 PSF dead load and 40 PSF live load but this design needs to be confirmed. My understanding is the wall is designed for wind load but not reinforced and has a gap (that is caulked) between the wall and the columns and underside of rim beam.Ĥ.Ĝonfirmation of 2nd Floor wood floor element sizing and rim beam anchor bolt size and spacing. Ground floor level breakaway CMU wall design. I posted the InsulDeck information in the project description.ģ. Based on manufacturers information, a deck with 7" deep beams and 4" thick deck will suffice. We would prefer to use the ICF product InsulDeck. The general scope of work is summarized as follows but please contact me with any additional questions:ġ.Ĝoncrete caisson, column and beam sizing with reinforcing design.Ģ.đst floor concrete deck design. See attached latest plan set for more information on this project. As noted above, RISA 3D (ver 16 or 17) or ETABS (ver 17) is required to be utilized in this effort. This residence will be constructed in a high wind velocity location, so the ideal candidate will also have experience and knowledge of ASCE 7-10 and the 2015 Florida Building Code. The residence also utilizes ICF (insulated concrete forms) for most of the walls and the main floor (1st floor) and wood joists for the second floor. This residence is built on concrete columns, so it will be out of the flood zone. We are looking for an engineer skilled in RISA 3D or ETABS to help design the primary structural elements (columns, beams, floors, walls, etc.) for our 2 story residence.