923 100TH ST SE 2018-01-02 MF Import

1b. Exterior (court) walls within .................... feet of lines should be of ...............: hour construction. Section .................... 03 (a). 17. Openings In exterior (court) walls within ............ feet of property Imes should t)a protected with threedowths-hour fire assemblies, Section ........... I........ 03 (b). 1S. Usable space tinder the first floor except in Group I (J) Occupancies should he enclosed $ required in Section 1703. 19. Fire•rosistive construction for structural frame elements In the exterior walls should comply • with Footnote No. 1 of Table No. 17-A and Section ......................... See Section 1702 for clarification. 20. Ruilding paper should be applied to exterior walls as specified in Section 1707 (a). 21. Enclosures for floor openings should comply with Table No. 17•A, Section 1706. Details should clearly Indicate this. 22. Structural members carrying masonry or con• crete walls in buildings over one story In freight should be protected with minimum one -hour • fire protection. Section 1708. ................. ....................... ............................ ... __............................ .................. _......... _....... ................................................................ _....... 23. Nonabsorbent finish and hacking for lollat room walls and floor should conform with Section 1711 (a). 24. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (b). 25.1 Doers end panels of shower and bathtub en- closure should comply with Section 1711 (e) to (a)• 26. walls not less than ............... Inches in • (Parapet ei(ihl are required. Section 1709. 27. Eavo overhangs and similar architectural pro. ' jectlons should comply with Section 1710. ....................... _........................................ _ ....... ....._................_................................................. 28. Projections beyond the exle•ior wall should con. form with the least restrictive of the following: (a) A point one-third the distance to the proper. t((y line from an exterior wan. Section 504 (b) A point one-third the distance from an as. tamed Vertical plena located where fire. resistive protection of openinps is first re• quired due to location of property. Section 504 (b). ........................................................................ .......................................................................... 29. Fnvelope ceilings should satisfy file following conditions (Section 43p3 (b) 6.1: (a) Should not be used to provide fire protec• lion beam and girders supporting more than one floor. (b) Columns should be individually fire pro. tected. (c) Cocl and outlet openings are limited 10 100 square Inches in each 100 square feet of calling area and should be protected with approved lore dampers. (d) Electrical outlet boxes slmtild be of steel and not greater than 16 square incites in area. 30. Gypsum board ceilings in tm,lgnctlnn will, fur _ fesistivc asscn,blics shordd be rarpliorted at Intervals not exceeding I6 inches. Itein 27, Table No, 43-C. 31. Wood stripping or suspended wood systems for gypsum board ceilmgs should he not less than 2-inch nominal thickness. Section 4704 (b). . f Seelmn 4703 (b) for wall stopping.) 32. Final partition layouts and delails should he sub• milled prior to installation In lustily compit- once, with occupancy, bm•resistive, structural, and exit requirements. 33. Justifying lest data in conformance with Section 10H5 or an IC00 research recommendannn is requiredfor ...................................................... 34. Flaunts in which rul,blsh (linen) chutes terminate should be separated front the remainder of the building with a one -hour occupancy separation. Section 1706 (c). 35: Opmings into mbblsh and linen chutes should not be located in required exit eor0dors or Elairways. Section 1706 (c). SPECIAL OCCUPANCY REQUIREMENTS Group a 9E. 8.3 Occupancies should be of one -hour Ore. resistive construction If located in a basement or above the first story. Section 702 (b). 37. 8.2 Occupancies with an occupant load of 1000 or more should be in Type I, It, III one -hour, III Nenvy Timber or IV one -hour buildings. The assembly room should not be in a basement If It contains this high occupant load. Section 702. (b). 38. The main entrance should front directly union or have •a 20duot wide access to a public way at least 20 feet in width. Section 103. 39. Ut tt and ventilation should comply with Section 705. 40. A Onedlour Fire -Resistive Occupancy Separation Is reqqulred between the boiler or central heal- Ing'plant and the rest of the building. Section 708. 41. Exterior openings for rooms containing a boiler or central heating plant should be protected with three -fourths -hour fire -resistive assemblies that are fixed, automatic. or self -closing if lo. Baled below openings in another story or if less than 10 feet from other doors or windows in the some building. Section 708. Group C 42. Atmospheric separations should comply with Section 802 (b). 43. Use of roams should be clarified. Note that rooms in Divisions 1 slid 2 Occupancies used for day care purposes and rooms used for kindergarten, first, or second grade pupils and Division 3 Occupancies cannot be located above the firs( story. Section 802 (c). 44. Special hazard rooms should be separated from other portions of the building by not less than a One -floor fire Resistive Occupancy separa. lion. Section 602 (it). 45. One required exit should front directly upon, or have a 21Jdout wine uccess to, a public way at least 20 fact fit width. Section R03 (a). 46. Sanitary facilities shordd be provided in accord• ante with Section 805, 47. Light and ventilation should comply with Section 805.