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PlansHYDRAULIC DESIGN DATA ,AREA #1 A.H.J. RECESSED PENDENT DESIGN STD. NEPA 13R PIPE TYPES MAINS CPV 13RANCHES OPVC SPRINKLER ORIFICE 3. K= 3.5 AREA LOCATION EULQINGP -' OF FLOWING SPRINKLERS 3 HEADS DENSITY. 3HEADS G.P.M./SQ FT.EAD REMOTE AREA 3 HEADS , SQ FT. DEMAND AT BASE OF RISER FLOW 47 5 PRESSURE 38. INSIDE HOSE STREAK NONE DEMAND AT SOURCE CONNECli ON FLOW 140.5 N �j T PRESSURE 62.1P S I OUTSIDE HOSE STREAM 100 _ _. G.P,M. CPVC PIPE STRAP DONE BY OTHERS � . wnmyu W/ TAMM 5W. WATER SUPPLY � w ,..--AFP TO START HERS. fia" c RWUCW cmc `CENTRAL' �w1k 71 - H--1 NON ADJUSTABLE FLUSH DRY SiDEWALL �,� MAX ww COUPUNc ! I 2 p���e�. ....................C.....' T ul 3/8 • • r Ma C®L2 117ndctionall� pp r S described in: CENTRAL CENTRAL` (o Q% — �3loL s MOOEL LP MODEL LF PERMIT NO. _ ....� 31e RECESSED PENDENT 3le' RECESSED S DEWALL See Letter ��: �®���rv�....... ....... .. ' . ! •....•I•••'�'• by. CENTRAL_ Attach... � •{ MaDELGB 51DEWALL jobf� 6dress:_. 2 2 MODEL GB-�-� RECESSED PENDENT C'S N �j T FIRE SPRI21NIKLER P1 Aili" k 1 'INSTALL ACCORDANCE ' WITH NFPA 13R S LI~. IIS i LATEST EDTI I n K P�S Ce,e'n t 1 PROTECTION ADVANCED FIRE 1 1 �+� . � to3� �5 3,Q ,/� �1� �E� .1AL G8 2) PIPE TO BE RUN IN ATTIC PACES 2 dint � 5.N � ��� i2 " CtAL G.B centP � NE S T- JAMES RD �1 Q4A L CR EXTERI h �ALLS0 2Sde Chrome �►� 5 �� 3�4w , I 2 CENTRAL H 1 3�1 Cement VANCOUVER WA86 32 a A SI EALL HE TO �� INSTALLED 3) D - Si h�t$ 1� ��C i 2" � SAL CENTb -LF C8r�n cement � ��� �.� �, 2 1 T'RAL r W I I I BELOW CE LG, TOTAL, H-E.AVS 233 ARBOR HEIGHTS APARTMENTS4rrrr DONALD DRAKE COMPANY ti +3 2 3 V 8 pU� 11V�:7 C7 L...D r d .. t 1 DATE1� 31 PAGE pSCA E ��