Notes:
560 SQ FT, SADD / ARBOR
6/12/2009 12:00:00 AM
1. BRICK IS NOT DESIGNED TO CARRY THE LOAD OF THE ARBOR. SEE NOTE 3 BELOW.
2. THE PICTURE SHOWS DBL. 2X4'S OR 2X6'S USED AS HEADERS, THESE WILL NOT SPAN THE 40'. CONTRACTOR HAS STATED THAT A 4X8 BEAM WILL BE USED TO SPAN THE 40'.
3. METHOD OF ATTACHMENT-------USE 3/8" X 10" LAG BOLTS THRU A 2X6 OR 2X8 LEDGER TO FACE OF THE BRICK AND PENETRATE EXISTING VERTICAL WOOD MEMBER 1 1/2".
4. FOOTER 2' DEEP X 1' WIDE
INSPECTIONS REQ'D:
FOOTER
MISC. FRAME/ ELECT. ROUGH
MISC. BLDG. FINAL/ELECT. FINAL
PERMIT FOR ARBOR ONLY