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1811 CHESTNUT ST 2016-01-01 MF Import
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1811 CHESTNUT ST 2016-01-01 MF Import
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Last modified
1/26/2017 1:18:07 AM
Creation date
1/26/2017 1:17:03 AM
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Address Document
Street Name
CHESTNUT ST
Street Number
1811
Imported From Microfiche
Yes
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.._,� <br /> ��5 � �;»-�r��, <br /> ,� � . - , , „'��; <br /> y�� �`, . ° � 4 ��y��� <br /> ,� <br /> ';��� ..� �: <br /> I ` <br /> ,e � (�Vl'I( ll t. +. , <br /> �{-�� I . F tf S�'�.'1'.��_C.� <br /> N <br /> ��� R,q, Harlan <br /> ,�d Threefold Development Company <br /> p M pecember 14, 1989 <br /> ��a g Page Three <br /> ZN <br /> gH <br /> H � Guardrails for stairs balconies and landings should conform with <br /> ��y Section 1711. Note that maximum �clearence between intermediate rails <br /> is 6 inches and 9 e�dstair ays tmay� havee a4 heightsas (permittedsf T <br /> � � the sides of op <br /> r�y handrails). Section 1711. <br /> Y� Roof coverings are required to be Class B, Table No. 32-A. Details <br /> � ' ' ( \ or specifications complying with Section 3204 are required. <br /> 'I��' �- - 6. Nttic access opening (min imum 22 inches by 30 inches) should be <br /> � provided with minimun clear headroan of 30 inches. Section 3205(a). <br /> �� <br /> �1,b,1u � peetc vSectioni3205(c) based on locationtofeventserea of 6 or square <br /> � <br /> ' � Roof covering applicatian should canply with Section 3208. , <br /> ��ermal and acoustical insulation should canply with Section 1713. <br /> r� �1, RooP elements should be designed for uplift wind pressures in <br /> ��'r Formula (11-1) and Table No. 23-H. <br /> � accordance with Sectien 2311(d), <br /> I � � Exit facilities should be designed for 100 psf live load. Table No. <br /> I �� Y3_p, Stairs and exit balcony. <br /> i �;"�� petails should be provided to show how roof and floor diaphragm <br /> shears will be transferred to vertical shear-resis eii ments�wi118be <br /> i �_ to show how shears in verticel shear-resisting <br /> transferred from level to level. Connections should be justified <br /> ` with structural calculations for compliance with the allowable values. <br /> 1 Structural calculations should be sutimitted to �ustiPy the adequacy <br /> �i `1 � � of the structural system (including foundation) for seismic, wind, <br /> dead, snow and live loads. <br /> TIkIET-system shall be <br /> � � pn approved fire alarm system and aetemettz�sFri <br /> I ���� '�' �^ installed in apartment houses that are three or n��re stories in ; <br /> height or contain more than 15 dwelling units and in hotels three or ��' <br /> more stories in height or containing 20 guest rooms. Section 1211 <br /> �� (section 3802 (h)). ,,: <br /> . <br /> ,;j.' <br />
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