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09-9314
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09-9314
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Last modified
3/22/2011 8:17:03 AM
Creation date
3/22/2011 8:11:22 AM
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Building Department
Company Name
FLORIDA HOSPITAL ZEPHYRHILLS INC
Building Department - Doc Type
Permit
Permit #
09-9314
Building Department - Name
FLORIDA HOSPITAL ZEPHYRHILLS INC
Address
6748 GALL BLVD
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• FLANGED FITTINGS <br /> S TAR ® PIPE PRODUCTS U L <br /> LISTED LISTED APPROVED <br /> For fire protection services request submittal GRS 1.3 <br /> Ductile iron per ASTM A536. Pressure rated for 250 psi. Gray iron per ASTM Al26. <br /> Pressure rated for 175 psi. Dimensions in accordance with ANSI /AWWA C110/A21, 10 <br /> and ANSI 816.1. Drilling in accordance with ANSI 816.1 Class 125/150 flanges. <br /> FLANGE DETAILS <br /> SIZE FLANGE BOLT FLANGE BOLT NUMBER BOLTS <br /> (IN.) DIAMETER CIRCLE THICKNESS HOLE OF SIZE �� t ,`"h, <br /> OD BC T (MIN.) DIA BOLT } , [, Li,"4".g:, i <br /> 3 7.50 6.00 0.75 0.75 4 0.62x2.50 g j <br /> 4 9.00 7.50 0.94 0.75 8 0.62x3.00; <br /> 6 11.00 9.50 1.00 0.88 8 0.75x3.50 <br /> 8 13.50 11.75 1.12 0.88 8 0.75x3.50 0 C <br /> 10 16.00 14.25 1.19 1.00 12 0.88x4.00 <br /> 12 19.00 17.00 1.25 1.00 12 0.88x4.00 <br /> f <br /> FBD90 FLANGED 90° ELBOW FBD45 FLANGED 45° ELBOW <br /> NOMINAL CENTER WALL WEGHT NOMINAL CENTER WALL WEIGHT <br /> PIPE TO FACE THICKNESS LBS. PIPE TO FACE THICKNESS LBS. <br /> SIZE(IN.) A G(MIN.) SIZE(IN.) A G(MIN.) <br /> 3 5.50 0.48 24 3 3.02 0.48 20 <br /> 4 6.50 0.52 40 4 4.06 0.52 35 <br /> 6 8.00 0.55 66 6 5.00 0.55 57 <br /> 8 9.00 0.60 105 8 5.50 0.60 92 <br /> 10 11.00 0.68 170 10 6.50 0.68 143 <br /> 12 12.00 0.75 250 12 7.50 0.75 215 <br /> F <br /> FBD22 FLANGED 22 112° ELBOW FBD11 FLANGED 11 114° ELBOW <br /> NOMINAL CENTER WALL WEIGHT NOMINAL CENTER WALL WEIGHT <br /> PIPE TO FACE THICKNESS LBS. PIPE TO FACE THICKNESS L EIS. <br /> SIZE(IN.) A G(MIN.) SIZE(IN.) A G(MIN.) <br /> 3 3.00 0.48 20 3 3.00 0.48 20 <br /> 4 4.00 0.52 35 4 4.00 0.52 35 <br /> 6 5.00 0.55 55 6 5.00 0.55 55 <br /> 8 5.50 0.60 90 8 5.50 0.60 90 <br /> 10 6.50 0.68 140 10 6.50 0.68 140 <br /> 12 7.50 0.75 215 12 7.50 0.75 214 <br /> Page 23 <br />
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