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10500 EVERGREEN WAY 2018-01-02 MF Import
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10500 EVERGREEN WAY 2018-01-02 MF Import
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Last modified
2/21/2020 1:49:46 PM
Creation date
2/10/2017 9:02:26 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
10500
Imported From Microfiche
Yes
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' , � <br /> LtcG.Dreis (B0206-023) <br /> June 25, 2002 <br /> Pase 2 <br /> 3. A construction detail and listing of the existing one-hour occupancy sepacation <br /> wall between the Service Write-up area and Customer Lounge should be provided <br /> on the plans. Section 302.1 <br /> 4. Construction details should be provided for the neiv interior partitions. Section <br /> 601.5.2.1 II <br /> 5. Interior and exterior glazing adjacen[ to a door where the nearest exposed edge of ' <br /> thz glazir� is within a 34-inch arc of either verticai edge of the door (in a closed <br /> posiiion) and where the bo[tom edge of the glazing is less [han 60 inches above <br /> the walkin�surface should be shown as safety glazing. Section 2406.4 <br /> 6. The prescrip[ive insulation requirements for the write-up area is as follows: <br /> a. Opaque Walls R-11 <br /> b. Slab-on-grade R-10 <br /> c. Glazed openings iJ-0.75 (assumes 15-20°�n of wall) <br /> d. Opaque doors U-0.60 <br /> 7. Door 109 should be shown with a minimum ef 18" clear on the lutch side of the <br /> door ro the �vall (from the pull directiun). Scction I10610.3 <br /> 8. The dimensions of the accessible parking spaces and access aisles should be <br /> shown on [he plans. Section 1 l07 <br /> STRUCTURAL <br /> Addition <br /> 1. These comments are made without the plans and structural calculations relating to <br /> the metal building. A complete plan review can only be done after submission of <br /> those required documents. Further comments may result. <br /> 2. A separation oF swctures is required. Section 1633.2.11 <br /> 3. Soil presswe culculations for the eccentrically loaded footings must be provided. <br /> Louding sh:ill come from the calculations of the me[al building designer. <br /> Mezzanine <br /> 1. Please describe the scope of[his project: <br /> a. Is this an existino floor with new beams and columns added? <br /> b. What will be the live loading requirement? <br /> c. VVhat is the spacin� of the existing rafrers? <br /> �3 <br />
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