HomeMy WebLinkAboutSuction Outlet Safety Compliance Data Sheetsucttb. AI'r5 ANsiq
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(One sheet for each drain of set of drains lO�:fS��sUa
Job Name:
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Address: jQ Z +�
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SUCTION OUTLETS). -=— AUXILIARY (spa, Frjakure s
Are there drains,•y
es.'rto .� (If no, go to truck
•--•---'{ r�:turn pipe sli );
Single unbfockable Two Dr. more
Drain make
Listed cover flow rate" '
9PM
SYSTEM FLOW RAT
system flow rate: f'm
--- ---_
wtl-tod•of determinir g system flows
Maximum 1`10v from the pump cury
Total dynemt head calculatlon .ayh calculaklon•sheq
Simpfified'totaf dynamic head( ktaCh bibs Ipnr�H, ftlho'l 1,��f— J,.__
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Pump make&mo
del:
(attacli pump performance curvejn Icatln "flow as calculated a h'ue g p� )
5UCTIOfV PIpE SIZE; Y.: .
Branch piping sfxe Inch @ 6 fps or lower
Truck line site
- Z inch @ S fps
RETURN PIPE
Pipe size inch. @ IQ fps
Engineer of Re
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No.16668
STATE OF , ��
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EL-SID ENGINEERING, INC.
PROFESSIONAL CIVIL ENGINEERS
ENGINEERING & CONSTRUCTION MGT.
SIDNEY KOVNER, P.E.
"No Job Too Small"
(561) 386-4385
(561) 352-5086
(561)622-6820 Fax
139 Isle Verdc Way
elsideng@comcast.net Palm Beach Gardens, FL 33418
7Z)7*L -Dj0A01C AUPD CALCULAT005
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Row
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) STAEDTLER® No. 937 811 E
Engineer's Computation -Pad
TDA GO
F6w RAC GPM
I 1 P Pulp.
o Pia SUPMR0 vs_ _Q�_345e RPM
,.., , :YfwPy M ew v S a 3' So RPM .. .
,o PEMM9, 1WELUPW t v5 .. _' ._3't5o.RPM
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/ No.16668
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STATE OF
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