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3406 OAKES AVE 2018-01-02 MF Import
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3406 OAKES AVE 2018-01-02 MF Import
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Last modified
2/24/2022 11:37:59 AM
Creation date
2/25/2017 1:14:40 AM
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Address Document
Street Name
OAKES AVE
Street Number
3406
Imported From Microfiche
Yes
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DATE February 3, 1934 <br />OWNER— Neumarl._�jjPack <br />CONTRACTOR ,eumarkel Const. <br />ARCHITECT <br />JOB SITE ADDRESS 3407 Oakes <br />TYPE OF CONSTRUCTION <br />CITY OF EVERrTT <br />BUILDING DEl'ARTM',.-NT <br />PLAN CORRECTION SJEET <br />USE <br />USE ZONIN-j <br />FIRE.- ZONE. <br />OCCUPANCY GROUP <br />OCCUPANT LOAD_ <br />PLAN CHECK NO. <br />84/12945 <br />In response to your application for a permit, your plans and specifications <br />Lave been examined and you are advised that the issuance of a permit is <br />withheld for the reasons hereinafter set forth. NOTE CAREFULLY: Answer <br />questiors and make explanations �y correcting original plan , and new <br />plans must be submitted to the Building Inspection Department. (1his sheet <br />must be returned with original plans and specifications or they will be <br />filed as new business.) <br />Item No. UNIFORM BUILDING CODE 1979 EDITION CODE SEC. <br />2. <br />3, <br />4 <br />5 <br />6 <br />7 <br />9 <br />10 <br />\11 <br />12 <br />Insufficient information is provided regarding storm water <br />drainage. <br />Basement walls have insufficient reinforcing. <br />Lightweight concrete is unsijited for exterior use. <br />Submit evidence that guardrails are capable of withstanding <br />a horizontal load of 20 pounds per lineal foot. <br />Submit information regarding stair treads and means of <br />support. <br />Parking Garage and Storage Room must be separated from first <br />floor units by 2-hour fire -rated construction. <br />Provide smoke detectors in bedroom corridors. <br />Wood stoves and chimneys to have UL label and be installed <br />in accc:�dance with manufacturer's instructions. <br />Provide adequate support at the building wall for deck joists. <br />Glass adjacent to entry doors to be safety glass. <br />4" x 12" beams supporting roof are insufficient. <br />2" x 10" floor joists are ov,�rstressed on the west bay. <br />Table 23-B <br />Table 5-B <br />Sec. 1:110 <br />Chap. 37 <br />Sec. 5406 <br />Page 1 017 2 <br />C. <br />r <br />13 <br />r <br />H <br />F 4 <br />V <br />(7 <br />
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