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Project#:GED-328/7170287 � Date:8/17/2017 <br /> � <br /> Site#: WA6064/FA#10013187 ��R�f$Q� ��������LD By:NM <br /> 17. P2STD Pipe Mount(2.375" O.D.)Wind Load <br /> w= (44.9 ps fl(2.375/12 ft) = 8.9 Ibs/ft <br /> �3, Op�en Siqns$� �attice �ram��rrarks B+�p�eninas 30%�,�r m�re af arass area� <br /> H�ight t�eee�Frflid c�f Af��)` i ,4 i)fit &Cz = 1 ��5 <br /> Basa pr�ssur�fqzj= 4Q.7 psf <br /> �.t.iidtt-t(zer�if round j 0�1 tt <br /> � �iam�ter�zero�f recl Q 2 tt D(qz)".5= 1 26 F=q,G C,A,f = 44_9 Af <br /> �ercer�t of operi area I = 4.1�� Sulid Ar�a:A, _' O Ci sf <br /> tc�yrass area 3�5 C7.;, Cf = 1_� F = t�fbs <br /> _ _ , <br /> �If8CtI0r'1�3�f(y' (�{�J l��S`•��,.SCE;`Loa�!Cumbinations U;ed �� <br /> 7.0 SE/SMICANALY5/5: <br /> eased on the comparison of the seismic mass of the building to the weight of proposed telecommunication <br /> equipment, it is our opinion that the additional equipment will have no significant effecY on the seismic force <br /> resisting capacity of the building structure. <br /> 8.0 STRUCTURAL ANALY5/5(BEAM&SLAB): <br /> This rooftop analysis has been performed in accordance with the ASCE 7-10 Minimum Design Loads for <br /> Building and Other Structures. <br /> � ��'�� �b �-r � „ <br /> �-: � �� ' ��� "'�''� � �� � �- <br /> � y � ; <br /> �r <br /> �y , . <br /> C � 3 � <br /> � �5 . .. ��% 'i��,// . <br /> � a� <br /> � ' j/� //,//, <br /> �..,... - <br /> � 6 <br /> �' ��, � <br /> � �� r:�. <br /> � �; � <br /> � £ � <br /> �p��{,� �� <br /> �""� � : Y 4�� -F Gai?& S. �'"Y <br /> *�8,�� d€ s,,��ute. _ �, > u*� "�'r Y� w„a '"^,,. <br /> �' �- . ��t¢ " <br /> y,. <br /> �.,.�' i� �� ` ,,e .A�� „ <br /> :.� ,, '�x� � <br /> },�, b <br /> ��� r' a t,� ��""a� ;"�°ra��.�_ <br /> '�� ��� � � <br /> � � �?..'� -� . <br /> k <br /> ,�. �" . ; ��'r� <br /> � � �" - a <br /> a <br /> 3� � � <br /> � <br /> � F f � <br /> r� ' <br /> � � <br /> �"� „ 'V+� i �s <br /> _, M� � �� <br /> � � � �"�� � <br /> �,v <br /> � <br /> � °�, r, � �' � "*��t� <br /> � ; . _ . � � . <br /> �.. <br /> � <br /> , . ._ ��. ���� <br /> i <br />