BLD01-02848
| BLD-Framing/Rough-in | 3/13/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | FAIL |
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1. (Fire-resistive walls) Fire-resistive walls and partitions shall be assumed to have the fire-resistance ratings set forth in 1997 UBC Table 7-B. (1997 UBC 709.1) Generic fire-resistance ratings (those not designated as PROPRIETARY in the listing) in the "Fire-Resistance Design Manual", Fourteenth Edition, dated April 1994, as published by the Gypsum Association, may also be accepted. (1997 UBC Table 7-B footnote a) Selected systems shall be completely described or detailed on the drawings (including attachments).butt joints and lap distances not achived on 2 hr wall on g line as well as screw sch. remove finsh layer and repair.
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BLD02-01006
| BLD-Footing | 5/1/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | PASS |
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###-#### ft and rebar ok 5/2/2002 10:57:05 AM
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MEC02-00862
| Final | 5/1/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | PASS |
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###-####
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BLD02-01000
| BLD-Framing/Rough-in | 5/1/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | PASS |
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stem wall ###-#### ed stem wall rebar ok###-#### ed 5/2/2002 11:05:01 AM
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BLD01-00655
| BLD-Framing/Rough-in | 5/1/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | PASS |
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Scheduled by a contractor via Hello! on 05/01/2002 at 16:19:16. Contact: ###-####. framing ok insulation ok 5/2/2002 11:32:27 AM
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BLD02-00309
| BLD-Energy code compliance | 5/1/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | PASS |
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###-#### john
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BLD01-01276
| BLD-Final | 5/1/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | PASS |
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Scheduled by a contractor via Hello! on 05/01/2002 at 22:28:47. Contact: ###-####. c/n made ok 5/2/2002 10:27:06 AM
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BLD02-00309
| BLD-Conference | 5/2/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | A | PASS |
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framing c/n made ok
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BLD02-00994
| BLD-Footing | 5/2/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | P | PASS |
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ft insp- ###-#### tim ft ok rebar ok for cover. 5/2/2002 3:40:49 PM
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BLD02-00591
| BLD-Framing/Rough-in | 5/2/2002 | 5/2/2002 | 5/2/2002 12:00:00 AM | P | NR |
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1. need ele insp./ nail joist hangers
2. umc 603.2 replace exsusted duct.
3. tie south bearing wall to exsting bldg.
4. TRUSS ENGINEERING - The design and fabrication of metal plate connected wood trusses shall be in accordance with ANSI/TPI 1-1995. (1997 UBC 2321.1) Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: (1) Identity of the company manufacturing the truss. (2) The design load. (3) The spacing of trusses. (1997 UBC 2321.4) Provide truss specifications to the Building Inspector prior to inspection.
5. ATTIC ACCESS - An attic access opening shall be provided to attics of buildings with combustible ceiling or roof construction. The opening shall be located in a corridor, hallway, or other readily accessible location. Attics with a maximum vertical height of less than 30 inches need not be provided with access openings. The opening shall not be less than 22 inches by 30 inches. A minimum clear headroom of at least 30 inches shall be provided at or above the access opening. 1994 UBC 1505.1
6. calk and seal to meet boise city engery code.
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