Coversheet:

1. ___ Project identification/Legal Description
2. ___ Project address and location map.
3. ___ All design professionals identified.
4. ___ The principal design professional (the professional responsible for project coordination) shall be identified. All communications should be directed through this person.
5. Design Criteria list:
   1. ___ Occupancy group(s). (Separated or Non-separated)
   2. ___ Type of construction.
   3. ___ Location on property.
   4. ___ Seismic Use Group/Design Category/and Site Class
   5. ___ Square footage/Allowable area.
   6. ___ Fire sprinklers/Type of System
   7. ___ Height sprinklers.
   8. ___ Occupant load.
   9. ___ Land use zone.
   10. ___ Flood Plain District (Yes ___, No ___ )
   11. ___ Special Permit/Use Permit No.
   12. ___ Zoning District
   13. ___ Fire assemblies, separations

Site Plan (required for new structures or additions or reuse of structures under use or special permit, etc. approvals)

1. ___ Proposed new structure
2. ___ Existing buildings and other structures
3. ___ Property lines with distances to streets, easements, setbacks and building location
4. ___ Streets, easements, setbacks and building line district setbacks
5. ___ Water, sewer, electrical
6. ___ Identify new/existing parking, paved/non-paved and parking lot lighting
7. ___ North Arrow
8. ___ Scale
9. ___ Curb cut information
10. ___ Grounding Plan
11. ___ Check with Public Works for additional requirements

Floor Plan (Must Be Drawn to Scale, Preferably 1/8" or 1/4")

1. ___ All floors, including basement
2. ___ All rooms, currently/proposed use of each, room dimensions and room names
3. ___ Location of structural elements and openings
4. ___ Doors and windows; location, size swing, hardware
5. ___ Fire assemblies, separations
6. ___ Identify new/existing walls, call out construction of new walls

Structural General Requirements:

1.Structural General Requirements list:

a. Ground Snow Load: L.M.C. 20.08.330 (30 PSF)
b. Rain-on-Snow Surcharge: L.M.C. 20.08.340 (<3:12 = 5 PSF)
c. Seismic Use Group: I.B.C 1616.2, Table 1604.5
d. Seismic Design Category: I.B.C. 1616.3, Table 1616.3(1) and 1616.3(2)
e. Site Class: L.M.C. 20.08.360 (Ss = 18%, S1 = 5%), I.B.C. 1615.1.1 – 1615.2.5
f. Wind Load: I.B.C 1609 and Section 6 of ASCE 7
g. Exposure: I.B.C. 1609.4
h. Wind Speed (3-second gusts): I.B.C 1609.3, 1609.3.1/Table 1609.3.1 (V3s = 90 MPH, Vfm = 75 MPH)
i. Floor live loads: I.B.C 1607
j. Roof live load: I.B.C 1607.11

Foundation Plan

1. ___ All footings and foundations
2. ___ Size, location, thickness, materials, strengths, reinforcing
3. ___ Imbedded anchoring

1. ___ All floor, roof and ceiling structural members
   1. ___ Material size, spacing, grade and species (if available)
   2. ___ Methods of attachment

Exterior Elevations

1. ___ Show all views
2. ___ Vertical dimensions
3. ___ Identify all openings and materials
4. ___ Show lateral bracing

Building Sections & Wall Sections

1. ___ Show materials of Construction
2. ___ Fire rated assemblies
3. ___ Dimensions