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16-18001
Zephyrhills
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2016
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16-18001
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Last modified
7/31/2017 1:16:06 PM
Creation date
7/31/2017 1:16:02 PM
Metadata
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Template:
Building Department
Company Name
WALMART
Building Department - Doc Type
Permit
Permit #
16-18001
Building Department - Name
WALMART
Address
7631 GALL BLVD
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� <br /> 90° Elbo� Z /,11f�/IL <br /> SPF/FINVIL' <br /> � <br /> � <br /> � <br /> :�„ _ �'�.•�"'�,, � <br /> , � `s�3, `, , <br /> � <br />� ', �--'-'-'-'- - �.�. i .� � <br /> i � { � <br /> i � f <br /> � I i I <br /> I � d( d J <br /> I .� <br /> I I � <br /> � <br /> �. I <br /> � ���K I. I�t �"_:1'" <br /> ��;. , <br /> I�--► y- k <br /> , C to E ,.,� ��y����� "", ; <br /> � . <br /> _� �' -� _ T <br /> 3;.��� <br /> a..��j,. <br />' Nominal M°x' (enter Approx. o� <br /> Size O.D. Warking to End Wt.Ea. c �L us Fm LPCB�` VdS <br /> Pressure ��� � <br /> !n./DN(mm) In./mm PSI/bor In./mm L6s./1( usreo APPROVED <br /> 1 q ( For LisUngs/Approval Details and Limitalions,visit our website at ' <br />, I 1.315 3�� L��4 0.0 vrNw.anvlintl.comorcontaclanAnvilsSalesRepresentative. <br /> ' 25 33.9 20.7 57 0.3 � <br /> 1'/a 1.660 300 23I4 0.8 � <br /> 32 41.1 20.T 10 0.4 � � � � � , <br /> _ / i lYs 1.900 300 23�4 1.1 �/AST F1ITINGS: <br /> �� � 40 48.3 20.7 10 0.5 <br /> � Ductile Iron conformin to ASTM A-536 <br /> 2 2.375 300 3Ya 1.5 g <br /> I 50 60.3 10J 83 DJ FINISH: ' <br /> ', 2'/s 2.815 300 53�4 2.5 <br /> 65 73.0 20J 95 �� ❑Rust inhibiting paint Color:ORANGE(standard)or <br /> �j 30.D. 2.996 300 3'/a p.g ❑Hot Dipped Zinc Galvanized conforming to ASTM A-153(optional) � <br /> 16.1 76.1 20J 95 1.3 ��er available options:Example:RAL3000 or RAL9000 Series <br /> � � 3 3.500 300 4'/a 4.2 <br /> ;I 80 889 20J 108 1.9 i <br /> � 4 4.500 300 5 bJ � <br /> � 100 114.3 20.7 121 3.0 , <br /> 5%O.D. 5.500 300 5'h - <br /> � 139J 139J 20.7 140 - , <br /> ' S 5.563 300 5'/s 11.9 i <br /> ; 115 141.3 20.7 140 5.4 , <br /> !�6'h O.D. 6.500 300 6% 18.2 <br /> ��165.1 165.1 20.1 165 8.3 <br /> � 6 6.625 300 bYz 17.3 � <br /> �I 150 1G8.3 20J i65 7.9 � <br /> 8 8.625 300 �3I4 32.2 ' <br /> � 200 2191 20.1 147 14.6 � <br /> 10 10.150 300 9 54.1 <br /> 250 273.1 20.7 229 24.5 <br /> 12 12.750 300 10 10.0 <br /> 300 323.9 20.7 754 31.8 <br /> II <br /> • � � • � � i � • � i i <br /> Project; �Approved I <br /> Addres�s: �Approved as noted i <br /> Contractor: �Not approved <br /> Engineer: Remarks: <br /> Su6mittal Date: <br /> Notes 1i: <br /> Notes 2: <br /> FP-4.12 ; <br /> i <br /> �I <br />
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