BLD-Final | 8/15/2002 | 8/15/2002 | 8/15/2002 | P | PASS |
Jim Storey
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JUSTIN; Phone #: ###-####
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BLD-Final | 8/15/2002 | 8/15/2002 | 8/15/2002 | P | PASS |
Jim Storey
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JUSTIN; Phone #: ###-####
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BLD-Framing/Rough-in | 8/8/2002 | 8/9/2002 | 8/9/2002 | A | PART |
Jim Sly
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JUSTIN SHEAR NAIL FOR GARAGE; Phone #: ###-#### Garage shear OK. 8/9/2002 9:32:49 AM
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BLD-Framing/Rough-in | 8/6/2002 | 8/6/2002 | 8/6/2002 | P | FAIL |
Jim Storey
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justin just for the garage shear nail; Phone #: ###-#### 503.2.1 ubc 8/6/2002 3:19:22 PM
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BLD-Foundation | 7/23/2002 | 7/24/2002 | 7/24/2002 | P | CANC |
Jim Storey
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; Phone #: ###-#### Disp set to [CANC] by a contractor via Hello! on 07/24/2002 at 07:09:22.
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BLD-Foundation | 7/24/2002 | 7/24/2002 | 7/24/2002 | A | PASS |
Jim Storey
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Scheduled by a contractor via Hello! on 07/24/2002 at 07:11:58. Contact: ###-####.
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BLD-Footing | 7/22/2002 | 7/23/2002 | 7/23/2002 | A | PART |
Dave Hannah
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###-#### JIM need plot plan on site at foundation inspection 7/23/2002 8:55:59 AM
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BLD-Energy code compliance | 7/22/2002 | 7/22/2002 | 7/22/2002 | P | PASS |
Jim Storey
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###-#### justin
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BLD-Framing/Rough-in | 7/18/2002 | 7/19/2002 | 7/19/2002 | A | PASS |
Jim Storey
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JUSTIN; Phone #: ###-####
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BLD-Framing/Rough-in | 7/3/2002 | 7/3/2002 | 7/3/2002 | P | PASS |
Jim Storey
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SHEAR -###-#### JUSTIN
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BLD-Framing/Rough-in | 7/2/2002 | 7/2/2002 | 7/2/2002 | P | FAIL |
Jim Storey
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###-#### justin ###-#### justinc/n stands 7/2/2002 4:34:28 PM
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BLD-Framing/Rough-in | 7/1/2002 | 7/1/2002 | 7/1/2002 | P | FAIL |
Jim Storey
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1. ALTERNATE WALL PANEL FOR ONE STORY - Any braced wall panel, in one-story buildings, may be replaced by an alternate braced wall panel having the following features: (1) each panel shall have a length of not less than 2 feet 8 inches and a height of not more than 10 feet, (2) each panel shall be sheathed on one face with 3/8-inch-minimum-thichness plywood sheathing nailed with 8d common or galvanized box nails spaced 6 inches on center at the edges and 12 inches at intermediate supports, (3) all plywood edges are blocked, (4) two 1/2 inch anchor bolts with properly sized nuts and washers and imbedded at least 7 inches into the concrete are provided at panel quarter points, (5) each panel end stud shall have a tie-down device, installed in accordance with the manufacturer's recommendations, fastened to the foundation and capable of providing an approved uplift capacity of not less than 1,800 pounds, (6) the panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line, and (6) the foundation is reinforced with not less than one No. 4 bar top and bottom. (1997 UBC 2320.11.4)
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BLD-Footing | 5/22/2002 | 5/22/2002 | 5/22/2002 | A | PASS |
Jim Storey
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Scheduled by a contractor via Hello! on 05/22/2002 at 06:41:31. Contact: ###-####.
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BLD-Footing | 5/21/2002 | 5/21/2002 | 5/21/2002 | P | PART |
Russ Owen
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ft ###-####- ryan Appears ok no plot plan. 5/21/2002 2:38:45 PM 5/21/2002 2:39:03 PM
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