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1425 BROADWAY EVERETT BIRTH CENTER 2018-01-02 MF Import
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1425 BROADWAY EVERETT BIRTH CENTER 2018-01-02 MF Import
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Last modified
2/17/2021 9:20:55 AM
Creation date
2/17/2021 9:15:33 AM
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Template:
Address Document
Street Name
BROADWAY
Street Number
1425
Tenant Name
EVERETT BIRTH CENTER
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(� � <br /> Plan Check No. C 57702 <br /> February 2, 1998 <br /> Page 5 of 6 � <br /> �/3. The accessible parking space should be shown as having a sign 3'-5' high centered at the head of <br /> the space and bearing the words, "State Disabled Parking Permit Required." Section 11073 <br /> `�k� Unless the walkway from the pazking lot is sloped up to meet the front door, a ramp complying <br /> with Section 1106 will be required. Note that a walkway with a slope steeper than 1:20 is also <br /> considered a ramp. <br /> �3 All doors in the building which have a latch set or lock set should have lever-type operating <br /> hardware. Section 1106.3.1 <br /> � The door within the corridor should be relocated as there is not enough room for 18 inches clear <br /> on the latch side from the approach direction plus 32 inches clear width for the door itself. <br /> Sections 1106.10.2 & 1106.10.3 <br /> / <br /> \:'7. At least one set of fixtures within each toilet room is required to be accessible, even though other <br /> accessible toilet rooms exist on the same floor. The toilet rooms in the birth rooms will need to <br /> be designed to accessibility standards for the toilet, tub and sink. Section 1105.2.2 <br /> _ ,8� The customer service window at the reception room should begin no higher than 36" above the <br /> V floor. Section 1105.4.7.2 <br /> STRUCTURAL <br /> ' 1. Provide beam/column connection details. <br /> ,i 2. Provide column/footing connection details. <br /> � 3. Show location of rcinforcing steei in footings. <br /> 4. Show continuous rim joist around upper floor. <br /> �. 5. Show blocking benveen joists at beam supports. <br /> 6. Provide anchor bolt detail �ahere simpson HD2A hold downs occur. <br /> 1 7. Show relationship between grade level and footing depth. <br /> �8. Provide sill plate and anchor bolt detail. <br /> /9. The stem wall is unreinforced as shown. Provide reinforcing to comply with UBC 1914.3. <br /> j 10. Provide stem wall dimensions. <br />
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