Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit: T07BU00989

Parcel: 137276430


Addresses:

1970 W VALENCIA RD

Inspection Status: Approved

Inspection History: REINFORCED MASONRY PRE-GROUT

Date Description Inspector Results Comments
07/20/2007 REINFORCED MASONRY PRE-GROUT Approved IVRS - Inspection :*
WT = 78 PSF (W MEDIUM WT 115PLF)
1" STUCCO FINISH EA. SIDE = 2 X 12 PSF = 20 PSF
DL = 78+20 = 98 PSF
TOTAL LOAD = P=98PSF (9.33 X 7.08+4.67 X 2.33) = 7540#
WIND LOAD = 19.84 PSF (9.33' X 6.58' + 4.67 X 2.33') = 1434#
SEISMIC BASE SHEAR V=0.248 W/1.4 = 0.177W
SEISMIC LOAD F=0.177 [98 PSF
(9.33' X 6.58' + 4.67' X 2.33')] = 1254# 1254# < 1434#

*WIND GOVERNS
V = 1434#
M = 1434# X (8.92'/2 + 0.50') = 7113#
06/26/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
THIS INSPECTION COVERS TO TOPOUT 8'11" MUST PROVIDE BY ENGINEER TO USE 8X8X16 (NOM. 7 1/2 X 7 1/2 X 15 1/2)
INSTEAD 10" CMU
MUST PROVIDE RFI STAMPED BY ENGINEER
06/19/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
REINFORCING ON CMU, VERT #4 @ 16" AS EQUAL HORIZ.
THIS INSPECTION 4'-8" A.F.F OF FOUNDATION