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c c�� <br />4. R-21 batt insuladon is shown in the exterior 2x6 walls. The manufacturer's cut <br />sheet should be provided. <br />� The R-10 slab insulation should be shown. Table 6-1 <br />Ocwpancy <br />The occupant load of the meeting and communiry room is greater than 50 and <br />should therefore be classified as an A-3 Occupancy. The following revisions <br />based on occupancy requirements should be shown: <br />-re. A one-hour occupancy separation is required between the A-3 and R-1 or <br />B occupancies: <br />i� Doors to the corridor should be minimum 60-minute rated, self- <br />closing assemblies. Section 302.3 <br />ii� Ducts which penetrate the occupancy separation should be <br />provided with smoke and fire dampers. Sections 713.10 & 713.11 <br />iiij The occupancy separation should be clearly shown on the plans. <br />b. Maximum occupant load signs should be provided. Section 1007.2.6 <br />� All egress doors from the space to the extcrior exit doors should be <br />provided with panic hazdware. Section 1007.2.5 <br />-d.' Illuminated exit signs should be provided at each egress door. Section <br />1003.2.8.2 <br />e� The occupancy should be shown in the building code data section on the <br />cover sheet. <br />Construction <br />1: The roof of the lobby (room 125) continues past the area separation wall (ASV�. <br />The openings on either side of the wall for a distance equal to depth of the roof <br />overhang should be shown as �4-hour rated self-closing or fixed openings. <br />Section 504.6.3 <br />2. The glazing in the living room of units No. 310 & 410 should also be shown as <br />�4-hour fire-resistive assemblies. Section 504.6.6 <br />3. If the depth of the roof overhang is 2 feet past the exterior wall at the community <br />room, than the exterior window adjacent to the ASW should be shown as a�4- <br />hour, fire-resistive assembly. Section 504.6.3 <br />4. The distance from the porch roof at the communiry room to the ASW should be <br />clarified. The plans show different information. Section 504.6.3 <br />� A framing detail should be provided which shows how fire-resistance will be <br />maintained when a floor or roof framing member is perpendicular to the ASW. <br />Section 504.6.2 <br />DEDI/PClLFFJMFADOWSIII � <br />