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�v <br />Il <br />=311UN��, <br />6 (1/2',K=5,6) GL5615 QR 200° BRASS UPRIGHT <br />24 (1',K=5.6) GL5635 2000 QR CHROME 401 DRY PENDENT (12') <br />20 (1/2',K=5.6) GL5606 QR 155° WHITE CONCEALED PENDENT <br />124 (1/2',K=5.6) GL5601 QR 155° WHITE SEMI -RECESSED PENDENT <br />174 TOTAL HEADS (THIS PAGE ONLY) <br />SECOND FAR <br />DRUM DRIP. SEE <br />DETAIL FP-1 <br />Design Area No. 3 — LT HAZ <br />Density 0.10 Area 647 SQ FT. (ALL) <br />Flow 283.24 gpm 0 47.40 psi <br />Includes 100 gpm Hose allowance <br />WET PIPE RISER SEE SITE PLAN ON <br />WITH INSPECT❑R FP-1 FOR <br />TEST VALVE L❑CATI❑N OF FDC <br />DRY PIPE RISER <br />F <br />TYP) <br />(TYP) <br />nit <br />' rill_( <br />x TYP) <br />(TYP) <br />MENOMINEE <br />I■1�■1■■■��■I <br />■ <br />G■�I■■IC��I■1 <br />■II <br />C <br />�■�■�■I <br />TMIT■ <br />is■■ <br />� <br />:�� <br />mmill■■EP <br />�:�.� <br />� <br />ice.: <br />! \iI <br />I■I <br />■ <br />�� <br />I <br />G■ <br />■�■�� <br />� Num'!�■■■did" <br />RIVIMM <br />■■■■■■■■ <br />■■1 <br />10I�C■■�■! <br />? <br />'' <br />■■■� <br />■IIIIII <br /><1■0 <br />■■■[7■■' <br />F-TDF- 'pDTKIVI F-D pTTKII, P1 ANI __ F_TD`�T 171 MID <br />,.A,HLL.i 1/ O — 1 `U <br />FLOW TEST DATA <br />STATIC: 70 PSI <br />RESIDUAL: 50 PSI <br />FLOW: 993 GPM <br />DATE: 9-20-17 <br />BY: CITY OF ZEPHYRHILLS UTILITIES <br />PROFESSIONAL SEAL <br />FRANK BOPlGHI <br />FLORIDA P.E. 54702 <br />z <br />— CD <br />�� <br />zoo <br />�cC°n <br />z z <br />mw <br />CL <br />�r3 <br />U <br />N <br />Z� <br />L P= <br />U <br />C� <br />cv <br />z <br />Rt <br />M <br />J <br />c#) <br />c� <br />> a <br />J <br />J113 <br />Q <br />mrc <br />Z 0 <br />0 <br />Q U. <br />W <br />W j <br />Q <br />� J <br />_ <br />Q <br />� <br />M = <br />4 <br />a <br />mi <br />W <br />U. <br />N <br />ISSUE DATE: <br />7-6-18 <br />REVISIONS <br />DRAWING NUMBER: <br />FP-2 <br />070618 <br />