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shrinkage or movements. Section 2318 <br /> Comment noted. Please refer to revised drawings indicating requirement via <br /> reference notes and plan markings. <br /> 3. The design stress of all combustible studs and fire-retardant treated exterior studs <br /> shall be reduced to 78 percent of allowable F'c with the maximum F'c not greater than <br /> 78 percent of the calculated stress for studs having a slendemess ratio le/d of 33 <br /> (which ever is least) for members used in the framing of fire-resistive walls per Table 7- <br /> b, Footnote 19. Note that this applies to assemblies from the UBC and Gypsum <br /> Association. The design load per square inch of cross sectional area for any wood <br /> stud shall not exceed 385 psi tor assemblies based on the UL Fire Resistance <br /> Directory. <br /> Comment noted. Please refer to revised drawings indicating requirement vie <br /> structural reference notes. <br /> 4. The listing, complete lay-up and assembly of all fire-resistive assemblies should be <br /> shown with the accompanying construction details. <br /> Comment noted. Please refer to revised drawings indicaNng requirement via <br /> reference notes, plan markings and details. <br /> 5. Type III I-hr buildings require a minimum of one-hour floodceiling assemblies. <br /> Details and listings should be provided. Report No. NER-200 provides fire•resisNve <br /> assemblies for lhe TJI's shown for the floor joist system. Note that many assemblies <br /> are specific to the type and series of TJI, and not interchangeable as such. Sections <br /> 601.1 and 310.22 <br /> Comment noted. Please refer to revised drawings indicating requirement via <br /> reference notes, plan maricings and details. <br /> 6. Details of the minimum one-hour roof and roof-ceiling assemblies should be <br /> provided. Section 601.1 <br /> Comment noted. Please refer to revised drawings indicating requirement via <br /> reference notes, plan markings and details. <br /> 7. The two-hour fire-resistive (or other rated), noncombustible exterior wall <br /> construction shall be continued through the floodceiling assembiies. Details should I <br /> be provided. Section 604.3.1 <br /> Comment noted. Please refer to revised drawings indicating requirement via <br /> reference notes, plan markings and deteils. <br /> 8. All walls shown in plan shouid be specifically referenced to the appropriate wall <br /> 1��i! �.� �i ',I'�.�r, ;1kI�:I:I ,���� _��, ���,:ti��,���,,,,.,, <br /> i',��„ ��.�ri��n��.��, i.�. <br /> . � � .,. �.i,��m..; ;tnrn��.,��..�� <br /> I(I��RPLlIq1G�l���(iR�Gti1�1!GRI�IIf,U�IG��IIIi�G�����IG1,:IRCiIITECTCRC �II���R�,�I1�G�111�1ORf�1Gf�f,Rl%pCD�GIi���11�C�PEDE�IGI <br />