BLD00-03428
| BLD-Framing/Rough-in | 6/28/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | A | FAIL |
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calvin-- ###-####--fr basement walk through maintane firewall deflection track top of wall and gyp. isi needs listings to address penatrations. 7/1/2002 11:41:03 AM
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BLD02-00176
| BLD-Framing/Rough-in | 6/28/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | A | PART |
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r/i- shirley- ###-####exterior gyp ok for cover. 7/1/2002 8:43:33 AM
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BLD02-01162
| BLD-Framing/Rough-in | 6/28/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | A | PASS |
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DAVE ###-#### DAVE ###-####final 7/1/2002 8:28:22 AM
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BLD02-01160
| BLD-Framing/Rough-in | 6/28/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | A | PASS |
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DAVE ###-#### final 7/1/2002 8:28:27 AM
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BLD02-01161
| BLD-Framing/Rough-in | 6/28/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | A | PASS |
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DAVE ###-#### final. 7/1/2002 8:28:46 AM
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BLD02-00729
| BLD-Final | 6/27/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | A | PASS |
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TOM ###-#### ok pending p&z sign off 7/1/2002 11:39:28 AM
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BLD02-00978
| BLD-Final | 6/28/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | P | FAIL |
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###-#### ###-####previous c/n not done. 7/1/2002 1:05:56 PM
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BLD02-01520
| BLD-Footing | 7/1/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | P | PASS |
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###-#### mike ft ok as per approved plan. 7/1/2002 1:47:25 PM
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BLD01-02848
| BLD-Framing/Rough-in | 7/1/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | P | PART |
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les- ###-####fr inspclean rm ceilling grid ok/ fire wall at rain leader needs patch at unastrut and chec pipe penatration. 7/1/2002 3:45:03 PM
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BLD02-00880
| BLD-Framing/Rough-in | 7/1/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | P | FAIL |
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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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BLD02-00881
| BLD-Framing/Rough-in | 7/1/2002 | 7/1/2002 | 7/1/2002 12:00:00 AM | P | FAIL |
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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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