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ENDS "An ENDS
GENERAL NOTES
1. Construction shall follow "Standard Building Code* as adopted
by the county and as applicable to the area In which the
bulldlnq Is to be constructed with all applicable amendments.
2. The Contractor, Subcontractor, Supplier, etc. shall verify all
dimensions, conditions at jobelte, plans, specifications, etc.
3. All written dimensions on these drawings take precedence over
scaled dimensions.
1. Structural features not detalleu on these plans will be
addressed by the Engineer as construction progresses.
STRUCTURAL NOTES
1. Design Loads:
Roof (DL ♦ LL) _ 47 PSF
Wind Velocity 110 MPH supporting structure
120 MPH roof system
Truss Mean Height " 15 ft above grade
2. Soil bearing capacity : 2500 PSF
3. All structural concrete and grout shall have a minimum
compressive strength of 3000 PSI at 28 days.
1. Slab/Footings to be concrete with minimum 2500 PSI compressive
strength at 28 days. See plans for size and steel
requirements.
5. Minimum concrete protection for reinforcing bars:
footings: 3" Beams: 1-1/2" Suspended Slabs: 1"
6. Lap all reinforcing steel a minimum of 30 bar diameters.
7. All standard lumber shall be SPF 13, HF 13, or Stud Crade with
a minimum Fb•1200 psi, or better.
8. All Lumber In contact with concrete or masonry shall be
pressure treated.
9. Spllttlnq or cracking of structural components due to
installation of hardware is not permitted.
10.Unless otherwise noted, the Installation of specified hardware
shall conform to the manufacturers instructions and standard
practice.
11.Bearing points of headers, girders, and beams shall have
vertical supports sufficient to support loads and shall be
properly anchored for uplift as will be noted.
12.Roof sheathing to be nailed with 10d Galv, nails or equal 6"
O.C. E+F in zones 1 6 2, and 1" o.c. E•F In zone 3.
13.Unless otherwise noted for exterior walls, exterior plywood
sheathing and Interior drywall Is to be nailed with 10d or
better nails 6" o.c. edges and 8" o.c. field, or screwed with
drywail screws 1.5 Inches long and 0.131 Inches diameter
11.Attach window bucks with 3 - 3/16" by 3 1/4" 2 1/1" embedment
lag screws equally spaced. Attach Garage bucks with lag
screws same as windows except space at 18" o.c.
15.For rldge vent Installations block with 2X1 12 HF or better
between top chords of trusses along the edge of the PV
directly below the vent.
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