Read Standard Carport Design text version

Standard Carport Design

CNI-017

Deviations from this design will require the submission of engineered plans. 20'-0" Max.

4x10 DF #2 Ea. Side

12'-0"

10'-0"

2x6 DF Rafters @ 24" o.c.

2'-0"

Plan View

NOTE:

PT = Pressure Treated

DF = Douglas Fir

Block, Typ. Roofing: Built up Tar & Gravel over 5/8" plywood or Corrugated Metal Simpson H3 or equal 4x6 PT DF #1 12 1 Max. Block

8'-0" Max.

Gravel or Asphalt Concrete Surface "A" "B" 1' Dia. x 4'-6" Deep

or

4x10 DF #2 6-16d each side Concrete

Simpson PC46 or equal ½" Dia. Bolt 4x6 PT DF #1

06/28/05

"B"

S:\Handouts\CNI\CNI-017.cdr

2' Dia. x 3'-6" Deep "A"

Cross Section

Roof to Post Detail

Sennis

2550 Ventura Avenue v Santa Rosa, CA v 95403-2829 v (707) 565-1900 v Fax (707) 565-1103

Sonoma County Permit and Resource Management Department

1'-0"

Information

Standard Carport Design

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