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HomeMy WebLinkAbout625 Chapel Road - Building Plans &amp; Drawi GENERAL SPRINKLER NOTES & WW 1. OCCUPANCY, EDUCATIONAL ¢ V5 °1 / / • / • / • / • 2. DESIGN OF FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH RETAINING SiRAPJ NFPA 13, 2002. w 3. ALL PIPE 2 1/2' AND LARGER TO BE WHEATLAND SCHEDULE 10 BLACK STEEL o. WITH ROLLED GROOVED ENDS, GROOVED END FITTINGS, WELDED OUTLETS AND OR MECHANICAL. TEE' S. m SPRINKLER MAIN OR BRANCH LINE 4. UNLESS. NOTED OTHERWISE, ALL PIPE 2' AND SMALLER SHALL BE WHEATLAND ® ® SCHEDULE 40 BLACK STEEL WITH THREADED ENDS AND ANVIL DUCTILE IRON FITTINGS. . 5. . ALL HANGERS TO BE .FIELD LOCATED AND INSTALLED IN ACCORDANCE WITH SEE SPRINKLER LfGENDS . NFPA 13. SEE HANGER DETAILS ON .THIS SHEET. TYPICAL HANGER O FOR HEAD TYPES j NO SCALE TYPICAL HANGER T ical Return -Bend 6.. ,ALL DIMENSIONS GIVEN ARE CENTER TO CENTER LENGTH DIMENSIONS NO SCALE YUNLESS NOTED OTHERWISE. 1 -- All Thread Rod Z " 1 '— TOLCO FIG ZIHI 'IRIMUNE' ADJUSTABLE 7. OWNER TO PROVIDE ADEQUATE HEAT (ABOVE 40•F) IN' BUILDING TO PREVENT 0 BAND HANGER 1 -- All Thread Rod WATER IN SPRINKLER PIPING FROM, FREEZING, a 1 — TOLCO FIG 200 'IRIMUNE° ADJUSTABLE W to 1 — TOLCO FlG 65 Tap Beam Clamp BAND HANGER B. STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE PROTECTION SYSTEM AND 0 z0 1 -- HIL11 -Shield RELATED COMPONENTS HAVE NOT BEEN INCLUDED AS -PART OF THIS FIRE o rn PROTECTION CONTRACT. . SEISMIC BRACING TO BE INSTALLED IN ACCORDANCE WITH NFPA 13. 10. SEISMIC SEPARATION ASSEMBLIES ARE NOT REQUIRED ON THIS PROJECT, FLOW TEST j DATE:. NOVEMBER 29, 2012 IL ARRANGE PIPING TO DRAIN TOWARD MAIN DRAIN VALVE. PROVIDE AUXILIARY DRAINS FOR ALL SECTIONS OF THE SYSTEM NOT TIME: 1 :00 PM . DRAINABLE THROUGH THE MAIN. DRAIN. STATIC: 85 PSI 12. FI•RESTOP ALL -PIPE PENETRATIONS THROUGH RATED PARTITIONS AND. FLOORS RESIDUAL: 80 PSI FLOW: 1360 ' GPM 13, ALL DRAIN PIPING TO BE SCH, 40 GALVANIZED, o OUTLET SIZE: 2Y2" LOCATION: IN CHAPEL ROAD PERFORMED BY HHS MECHANICAL CONTRACTORS z FLOW. TEST U. Zz CA: •ae •T1 i 6>cee :" IiSe7� L'3 _. bb: V eI.ee it e Wit: LN .0 v:. —_ -y--- _ =_ us:w'�__- --- 3 +•im _ a.--^—.� _ 'r_-_ _-- c _c o :a n = ld !�I ON _ -------—_.._—___________ • ..—_-_--_ -----, - __ b _ _ -t —` 'M— —~ Ys.J Ir1-SI. FG• �I _ Low "L, •a' M _ —_ • ---aaar aav - — r���aavavvv as IS•O° IY p° .,w,v i7 p 1 hi n r TidVFq_---_� M-- .._.w a a { �'vu..•�'i•`,,,.A a O ^ ^ a till a„ Al en A i.i O Fv to iy.Y 7"ry Y Ar •, N y e n. I l ' H ;,,•: Iv Q `/ tr U ri FA 1111 t:¢ '1 ---- . :it = ■ LM ap Q O w oil tr: i33"L' _ `','�1`i%~ .i ..•_� r• ,1_i _ (1L C 1_Lti*cLL' x56r ' 1•7• . r �;�P„,!• 3 i't_^ n I 1 1 1 i O St tx a J —c�dr LG ��•. ft1. :• .-.r>.. I li y is y ti a' I{ I 1 _ Lira I' � �:' ''LI , ; • . 3 ini I lr NpinnnWtiigipi m I � � I�',':•'�+_• _ai 1 y� OQ CON/yFc•O,. Als � I T�'�' -,..y"'.}�_• I I�aJJ. I;1 4,.•r__,- ,-. .I �Q .a. . L I 111• '! ��. o ,� 11• ,9 No.23819 RISER PIPING BRACE CLAMP %O�L4� ca � 1 I F •I;�•::, ' _r: {1 � --�>. _oci=------ 'u:>=.>- ' ��-: • -ao 1-1/4 PIPE BRACING SCH. 40 -�x• Legend 1/2 X 3-3/4 QUICK BOLT 'lI co is -_� ;::• r � �, a r i $•-"L'� Rt'-_ xd L, ;'Jib ?.`_ f y:a ,4 4. V/ • I 3Na �'•' Description - -_ TYP' OF 2) 50 4 z (vt6a .sc � y r 4,.L ID. r ' a ' II 'r=.E y: L rJ.�• .L• -�•.x:L .M,� 4n.1.•i A 4 •FRLK RIGID CPLG #005 a /� ,; - s _ t 4 FRLK 90 #001 - - - - - - - - - - B c SWIVETOLC L FIG 909 t 1. -� C 4 VIC ELK. CHECK VLV #717 RISER BRACE SWIVEL SWAY BRACE N ATTACHMENT 1 D 4 VIC TEE #20 NOT To SCALE c� % E 4t> WATER FLOW SWITCH z H F 6 FRLK RIGID' 'CPLG #005 8'-0• MAX C) Grq L G 4 VIC RISER CHECK VLV G/G 717R OLCO FIG 825A w o 00 _ %� / H 6 VIC 90 #10 SWAY BRACE ATTACHMENT `r 6 VIC . FLANGE FLANGE ADAPTER #741 ' , • .z 1/2, X 3-3/4 THROUGH BOLT ¢` ,�Jn1•.�Y .. •, •� ,Y.',� 'Y r..- i� J 8" GASKET PACK 125# FLANGE ' w ,' WF -' 3 = j TOLCO FIG 909 2-1 2 X 2-1 2 X 1 4 ALIGNED WITH yi ? �4 k_ L r = K 6" GASKET PACK 125# FLANGE SWIVEL SWAY BRACE / / / ATTACHMENT DECK VALLEY AND BRACE OR ALIGN j , Ro 7 $g' MIN BRACE W CROSS BRIDGING. L 8 X 6 FLG RED ELL TFIi C MAX Z b L Kx r ter_ `v , •<� //' M 6 X 4 VIC RED-CPLG #750 S , `�,� `/ N 4 VIC 90 #10 `:::v '",� waJa' ° APPLY BRACE AT PANEL POINT. r ya �� �• t tx r, ' the �a - 0 6" BFP RP DBCK WILK 375A BFLY TOLCO FIG 1001 PROVIDE ADDITIONAL STRUTS PER . . •, s , �'�� • i� - ,� ;� �, � i�v�y a �'""-' � \ I SWAY BRACE STRUCTURAL WHERE BRACE DOES ,•�� ,.::.. ' \ ? ATTACHMENT NOT ALIGN WITH PANEL POINT. ... ........ .. ......... . •�-�.�.�..Y •� 04 :.�x• +w?"�.�� t 4 TO FDC • T 1}tak w.rNe r .A .. �,. ' C�r1„-7',.s3" •�" t .: !/ \ r - ' LONGITUDINAL BRACE L� ca _ r' : ,=`r , /��\ � , \\ 4" TO SPRINKLERS NOT TO SCALE U a>• "-; TOR I • �`x�-, ;,: s .�r��. • -�., a:. �' ^..\"-- \ PR VIDE 12 SPARE � w SPRINKLERS - IN SPARE © a o SPRINKLER CABINET ¢° x 2'-8° O 00 ' .. ice - ` ,•• \ ,\ � y � aN t \ 6" FIRE SERVICE 10 8'-0" MAX ° x 3' 8 3/8° O © © . E PIPE 2" MAIN DRAIN TO of co FIG 825A [w{-{ ?: t ?' _ := \ �• G O DRAIN RISER IN WATER SWAY BRACE . :.:: -- \ \\ ❑ . ATTACHMENT rl.i V O SERVICE ROOM AND SPILL x 1 0.::; 5:• Pk ' 4�;r.. •_ \\ TO GRADE `n L :a''"';• -�_ __ - _ - _ \. \ \ 6° x 8 5/8° O © 1/2 X 3-3/4 THROUGH BOLT � � '� Q � - % \\ \\ GG 2-1/2 X 2-1/2 X 1/4 ALIGNED WITHI f . DECK VALLEY AND BRACE OR ALIGN � DMIM UN) .4, �m \\\ + \\ H O 60' 'MAX BRACE. WITH CROSS BRIDGING. U O 45' MIN x 6' �—TYPICAL PIPE o T. O +/* + \ SUPPORT PROVIDAPPLY E ADDITIRACE ONAL NSTRUTS EL IN PER # N� + * \ TOLCO FIG 1000 ATTACHMENT G. NOT ALIGNWITHWHERE PANELACE POINT.DOESSWAY BRACI PROJ_ Na.:No.: 2012 018 DATE: 03/05/13 Al PARTIAL FIRE PROTECTION SITE PLAN PARTIAL FIRE PROTECTION SITE PLAN r LATERAL BRACE NOT TO SCALE A NOT TO SCALE v NOT TO SCALE FP- 100 U i i W SEISMIC SWAY BRACING SCHEDULE FIRE PROTECTION LEGEND BRACE MAX. LOAD MIN. ANGLE ' MAX. LENGTH BRACE SIZE QUANTITY TYP TYPICAL w w z LA 17671b 30' 7•-0" 1" S40 47 RN RISER NIPPLE ¢ 8 m z Cn 0 LO 17671b 30• 7'-0' 1" S40 4 DN DOWN o 4WAY 17671b 30, 7'-0' 1" S40 1 0 GROOVED COUPLING 0 IL CENTERLINE OF PIPING ABOVE FINISHED FLOOR a o Q HYDRAULIC REFERENCE POINT m SPRINKLER PIPING z O (E5) (E71 IE8) F (F2) (F.5) GA CO) z Y Y Q '�' Y w \ I I I II , 1 1 2'ORAN UP TO WAN BE.M TO ONE. 4'UP 1D FWE DEPf. j I I I I I m l 1 I I 2.2 I 18'UNDERIYiMND I I I I I I I I ESE sma 9-0 --3.3 -- }^ SSTORAGE I I Q T 029A F00 PS--1PoSBi DEP1L ^ N,• I I • 4 I I X _ d �Q z° / I I P-1 - - -- - -----�-� EXPOSE" 29' Ili 6 CEIUNG • N- I - I • , 2'D M PIPE TM0 ou � as i� ' I t t'( _ 032 ■ z. ' ' V I I V IEVFI.ZONE CORIR01 • + I d oX T GROOJNEDRMBIUDEDFly V[AM WIM tf ,w\ ,b o . I /- i J1111U1r•WIJ.705W) V /' �'N I �' � Q M g Sprinkler Head Schedule I/' o , o M FLOW SA4CII (P011ER VM) WEvr1M / AGF TEST AM DRAM PM TO DRAW Symbol Count Thread K-Factor Description Note / R E t 4;+ 4 J, + q e o t] 38 1/2" 5.6 V2704 VICTAULIC 1/2 QR 155 8 UPRIGHT / I I syr 5 24 2 z• - " R5 / R4 03 S V O ai 'v ovo 125 1/2 5.6 V3802 VICTAUUC 1/2 QR 155 B CONCEALED PENDENT on Drop /' I Y /' Y I I D � + 'x y ( U .t: y .•• —-—-— — ' -—-—-—- ----=-+-- - - ---- — '�` ' m M 1 1/2" 5.6 V2710 VICTALIUC 1/2 QR 155 B HORIZONTAL SIDEWALL / /' R6 ' T_ I - I --- -—-—- ■ L 00 s ,p 164 = Total Number of Heads this floor I / W I s el = " = tr a MDF I I • A q �, ,. 1 ( IIA.9� (B.8) C IC1 X ' � I D n 1 E.1 R7 '�• '.\ _ _ •C 1U_2] , ,1ST-• ,`�Oi. B I 1 10 . -----------I-------------------------I--I--------------I----------I ------------------------- I I ;k r•n..' ti \` 1 r• O ------- - --------------- - - -------_—_--- I / ? v TORAGE I I II I I III I I :�r�, .,: . �{•`� I � - - —��-- I � . I 1 Up1111110,,, /' STAIR I I `��,.oOFcotvNFci,` I I I I ( I R ?` .�r : \�\ \` MEDIA ENTER /- . .TN _ I 1•auLXVE I I * €* 1 - I --------------------- I ��II -- ---- - - - - - - •- 'Y:: rt' '�.• . 1�, •• !� _ y�y 7Wp�u 1 1 ��:• t--- --"-I--t----------- — -- - - - - - - — — -- - - .J o I •`_ I F tl'Y11X7C7K I s9 'a No:238 ?'° 1 I , , i 72-0 10 1- 1 8-0 }S•' WWH-2` 1 /' / I 1 \ \ ' ! - - i , _ �� i / .. .. .. .. I .. .. _ I I ( v - . 1 ' X X I / _ ; R gp05E" I I J UNG 199 � X X 1 `/ LLJJ _ I . I I ' 1• ' - Ct 1 \/ J_ t• 7 028 I 1 1 1• I I!1' i :�SYS ( , I • 4 • •t• I t 'R6 0 ` r-I r A I�M-3=3A I. ... ' I .. ' I 002 , , c . 1 ' 4• :•-y •\.- 11 t•Ctx-o] EXPOSED .. , 1 I '� ' N I r m IST NT t , • ( 0 8 - 8- CE UNG + / _ 2- DRAIN Po�Ei� FROM 1I J �BREAKOII w f I I 12-0 1 1- 1 1Db 2�) 6 NS FFIC s 1 t• - �r I MAIN IEVEL ' I o =, `E . 4 — i I I X - o m 9-1 X RAD \/ 1 1 9- 1 = ' , , ' �. ' - , Tl:,l •, I i E-1 N LAS M e ND RA E • I /\ 005 ,9 () 6_ ' ' TO AG _ 4' SPPoN TO E o i O10 I c (LA ROM ( ^n t' 1 m _ C W m O e , • .. -, I ' _.__ ` '` I I D • + • + , t •\ it ,7} t• I Qt-0 -c i 1 -'I nos I 1 • , 1 m S 4 . 1 I ' ti I v II Q'1 , 1 8- 1• ' , 1 10 eta- �p • I ' + . + 4• I 11 1 g- -US 1 °' i TOILET U 1 3 1----=----= - - - 9 - - - - ^ -- 9 . - - tlf -11�-- - - - - - e -- -• - L;� E I— - — - - - - - - - - -� JQ 1°-8� I R 21 1R 3ECEILN(E�ECTRICROOM 12Mv' E IC I I O ono \J 00 , 4 LECTR �i h I -214 ,5 I }ry 7-B 1DH ' rl ° �'.�'_ 1 / '' 1-1 I .�. .� '' lJf b C M I I ~ T v -—-—-—-—- - - - - - - — — — - - - - - ^ — — --- -- - - - - - - — - --- ^ I — - - - - - - - as - - -- 03 - ------------------------= 8- Ib — -- -- --- - - --- - --- `4 i O O O if O ¢ O• D-•8 -t 9 11 -1 1 \O rM g 1 i 1-7 Z 1 4-6 6 ' 70 6- 1 1 D-fi 6 o m O ry p I 1 0 8 R a' o- • 4' o °' t [8 10 0 4 4. 4. t I t � `O 1 C -10 a l 4EUj a l ,z-q7 I I e-g - - - . t" ' ir 6 1 1 I N O N '�'� O ^o CO RID R ° I I ' O ' �''IO O O O (''� O' I< w I . O O ,•`. O ' `tt' 002 O 1 I O O 9. I O ' N I ' EXPOSED 3.8 --------- - - - - - - - -- — -7 - u - -- — — — -- - - °- — - ----- �� — - - — / CEILING JQti 1. - IF - - - - w - n� - -------------------- --- ---------- --------- -- - -- ---- jyI _ i�: —�i — - i M — —' ---- --------- ----------- r t t 1 1HI 1 t1F t -1p t• w,Ge I - D- I ' 0-3 P2 I ' , I /' , /- I , ` ... . •:'ql:-_�.i::;mot h': X , D X I 2 [tt 1 I ,O tH' 0 e If SPECIALIST FIC ,• / I I /' /' I I \, ;`::"r.. I I u- _ 6TOPA .-.... ...: 19 a X I X C SSR OM 1 I i i ' I - , ' X I I I •_� I ' IJ L, lPNITO G X \, 0,2 I ( I CLOSE I /' I /' \ 15 ' I _ '-4 D- I 016 ' D w I It' a-0 4 TOILET TOILET I I 1ST RA E I -3 , • I I _t tD t I I LA ROM I ND RAD t WOK OM I 020 j( I I /'/ I /'/ rWif I I I 0 T • '' ' X 015 I I I n ' U. STAIR /-/ / I--1 O P•, ST-003 /' / t • . • miCh I. 19 11 . I I 1 tx' '114' 1 • 0 1 ••11£ 0•-8 ry , / I 1 t ' I ^ t_• 11 Iyl 3if: P e-Olf t• I /•/' I i /-i W N O -- — C - - - - - _ - - - - - - � h I3-0 A-0 ,D V U � I 1 21 - EIv1t' 1 /-/ y I \ / I I CIO Lj KEY PLAN rD l E.71 PROJ. No.: 2012 018 LEVEL FIRE PROTECTION PLAN DATE: 03/05/13 FP- 1. 10 i . w / SEISMIC SWAY BRACING SCHEDULE FIRE PR❑TECTI ❑N LEGEND ¢ /- W Qom v BRACE MAX. LOAD MIN. ANGLE ' MAX. LENGTH BRACE SIZE QUANTITY TYP TYPICAL z m o LA 17671b 30. 7'-0' 1" S40 32 RN RISER NIPPLE o A (ABIIA9) a IBBI l C )Icil ( U ) E IE11 LO 17671b 30, 7'-0' 1" S40 5 DN DOWN a = � Q Y Y p GROOVED COUPLING 4WAY 17671b . 30' 7'-0" 1" S40 4 III C CENTERLINE OF PIPING ABOVE FINISHED FLOOR m i I i 0 HYDRAULIC REFERENCE PRINT I I TOTAL IIfAIId LL'VE[, - Sprinkler Head Schedule .SPRINKLER PIPING I i i i ---------- Ii-- II TII II i I •r ----------------------- -TI ------- --- 1 i - Symbol Count Throad Description Note ------- 2 1/2' 5.8 A1Q1RNN10 an ho P ' - ------ -- ------------------- - i 54 1/2' 5.6 V1704 NCrAwe 1/2 OR 155 D UPRIGHT - ., 5.6 12704 MCfAULIC 1/2 OR 155 6 UPRIGW on spTf6 2 1/Y 5.6 V3606 MMULIC DRY PENDENP 1/2 O=1&00 155_C PDR on Drop 303 1/2' 5.6 V3B02 VICUULIC 1/2 OR 155 B CONCEALED PETIDENI' an Drop 362 Total Namber of Heade th:c Roar O ---------- _-_-_-_ _ _ _ _ - - - T. Co ile i l i I 1.9 \� 1 }x 1 } .j -_-_ _ _ _ _ _ _ _ - - _ _ _ _ _-_-_-_-_-_- •'t..'M1 „�'.:y.J;e 16' _I _ _ _ _ `\ I - f1< TT 1 I I •,y n = rye• I I 1 �, ^ ya O N12/ •`' �• I m I. d' #NR R O v - , , , I •1' •1)(' i 1M• •'t-2 •12-0 TX St / '® I tJ ` ''•,,,'ram• a5 4 G DIi 0 " . n I _ RA E' i _ Ia- - - , _ _ _ „ -•: 7:: t 1% 2-1 "' I 1 4f LJ - OUTDOOR CR. }�^' 3 I .:. I. ::.5,, :::: - - R12 g 1 9 11 - :• -..:i�:>:. • a - - -- - -- - - - - - to- R13 ;T: ,• 1 3 )---------- m' �4 I ra 1 ffN t ^� \J 12-0 IOF + w tlf 13 - ---FF V U -- 1 - - - '`'�`''` - - - - - - _ ---- - L BOB1 ' 1 -lit ^lie 0s t o- 3 1 s tt 1 5-0 4-11 �'y C , 4' 4 1 O O O 1•' • 0 8 0-8 1'. O 1 i' 1 . 1 1 1 ' I ' t D-eo , 0 6 k. ( 1 114 HYDRAUUC DESIGN DATA O. + O 'C7 2 . O I ^ R7 a DESIGN CRITERIA OO O M M m O o Hers o Standard• NI-PA 13 . o 0 0 o I ` y, +: r .. -/ Design Area No: 2 ai 0 ♦ 0 ♦ 0 ,� o ♦ I 4_ .r. - - - • TT �r'T ; ,L'• - -- - Desi n m v - - - - - - - - - - •• ..i ?:"• '" :, :Jr,. , +. fir. -i ' ':Q' 'S. :<p s:` :�t:+� 't-`,- =.L�:' •;�;•: /' ---------- - - - - - - - -- - - m - - - - s 11 •.n: >. 1 , .-` - ';; a •:;- r, 1^-� ' Hazard Classification:OH I a yi• " ' - _ :�, :,ti% d.• it ea s ft* o _ :4 c :.:•:%:_ .I:l: - :.;w;'w; - ', Dens'dy: 0.15 gpm/s ft Area. 1500 q I 5- .1„ - _ _may) 12-0 =a: . 'f'N4E�'.i _ , 1 •.i•.} +.n .+ •+: _�•...,:-\�t,i:;". ' �_..a --------- `t q O 00 ,2-0 -;� •:,; ;;;v• -. (�iii:-,, _ , _ - - _ _ -s. -- Includes .25D m Hose allowance. V d - I �1L �•,4.�. �w��- '. - M ff � iP--.L;f`Y•• n•6•`�:. •.: ••w.. 1••. �l •�'• -•1/ ••1!: 4 - . tv ,:,. U al 4 ---------- - - - - - - - - - - 12-0 .1 1 •v"•- -- - --- - -- I 7+'6: l.. ,? 1 5R •-•T+�..; . .I.c::n =" I I' ,•i,`: x/.-`�. \- _< HYDRAULIC DEMAND DATA: c G po 6e 1 1 1 m tt .1..:.�,•..G+y:a '""L•1 '' :�t !".' .±_ . °.,. :a:.'r p~,••-• '"•C`.: `i••_ i- -� k •q' OperatingO •Ix' �•T•I ' ' g- LJ ,cl :J+"+• �::.:;`: . �• '''':n'a••:i SYC GIS �_Yr .vi::;:.::�-:d�, i � ;y:�'•;+:;. :'•:_.:_'• `; '1'l•A '�6� .,G� :}+ .L. • No• K=5. 22 o e .e.•_ - - - - - ]:7: '4-1 ' 'rl - - -•s{: \ ,y •i" e'• :r :FLU' G '�:: 15 ■ ,•• � Sprinkler K factor. K=5.6 ' I ':i;'•'• - =? '=-`:� -:j,'.-�- •:%4• ;1..T0 - =,/7"•i•'- A�l .\-. -'i. ' `'}'" • n-iC'� ."Y' �;•'%�b � / OFIIAND AT a0.5E OF RISER IBDRT: • , I _ �:r :"� - {•'•i _ :4. H "'{�i• • hlbf. _ •,Y• .'r. - ••�.�%''• •:�':::� ' =4•::;. 56. si 0 ;1 . ; =;v?;J. 1 c :g::• f�0� ::. : .� ., '' ;. Demand:417.04 gpm ® 48 p ■ /' ,L,;;.•. 1- Inside Hose Allowance: 0 mLj • :•1"• :- •:•• :�' - + •' i 1 :•rn%.:•i v:�' .' N 1 .• =;y: •; \ \`; •4: x`'' li �'' `�. - ` IQ aqp cp tWp .,`..,;•+ •- : -,°.: •- , . .. .:: :.; j.� �' DEMAND AT SOURCE CONNECnON: 1 a d d d b •1 fir ;,: rt .,::�•::V. :4 • •:a•45. tOc•�: Demand: 667.05 gpm 0 70.58 psi TH E. i 7z-0 12-0 2 2-0 5- , 2-0 12-0 °- " '-� :'.+� •: ' •qt,'.: a . _ '•1•n' O , ` `• j t,•.i:- TH R M tt - ?� ;'" I - ` Outside Hose Allowance:250 gpm ' ,. .�.`_,.E.'..'Y'••`=••': !-1;-tea•:;\�•.� 1 1 .�• -:�:;� O •l ` �r�'- �, - • I ,,�:';:" r:.:''r: :. :.: v -r� M• ,�anot Ra�1ei�d in Calculation.and she b d I 3 G I - 4r sir 1 ev 1. J R , ' 1 1 , - 4' •r•,', �� � \l";A t'�` ' N:•; ' ' 1 1 � I -.r:y-� t.• > ' '• qIR,:• •��•• .•Mt.:�• � "• ... : / ��: r ,t,1t11111111//// ' i m I 1 3 I I I I ���.: > t-t•t•i.. �� ' � ' J \\�':•,`;: / � <"•'=�:. o``" GONN "'''�i _ ' ' - - _ - - - _ - ' - - - - - - - - _ - +_.' •.(,;_:' .1� _ L `'y.:.,�'�1•'i.1 I IenAN p- I-'`0�. O I ` ,�_•; =�•;\ c. . � ``���•••,,.•N• �'�4 ` ' / \.• �J., n,. :•� f.f`,. ` �•/(C't0': 5 -------- 1 - - - _ - - - - - - - - I o• - _ - - - - - m I o I o m I "'��,_. • � _ ,Ja-7._ _ � "� I � � \\`<,:�•�`\ �4^I'ETE - - _ ' '>_:. 1,r• E + -•1 +' - _ - , -_-_ , '- \�' O �'� 2 VA*..- .,r�v`j `-� --'',-' �r'k r•1h, I•O' N o.238 g - 1`� ® 'CAFETER ii i i -• C5,10N O I �C , I � \t:r: \ , 137 - - ` .:.y '- 1 , I I 1 / 6 Q C 81�� `per I /' _{ � +� b� \�-:l( " •�f:•"`�' U GY (A.9) I `ri \ 1lt` / 0'1 OJ I \ " ,\ ' / "�•' y;•,. GYMNIM -,vim \\` •' "\ ' //' \` Z �o 00 00 Wj U ' ```\, \•L'• .4i \'L \. .till✓ /' O i` `�Ji - \_ \\ �W�'1 I 1-1 M ICI • J ```.,, , ,n.3_'yY O /,/ O �1 � } ,� � 0 \\� \ PLATF M \, i �,: gv� ��1 /' �a' •+r ¢ ` \`\ � � •-`''.�a /- a ,z � t 1335SF ` \ ,-,t�•:•i_` \,°� O •O' ,+,0� +. , to !j , d ,\\` 1s ANITORIAL J e .' ..: STORAGE , Z /-/ U R1 % \ e ,e 1'ADXWDRAB O JANI \ 50 UP 11 W 0 00 l• ` il: L 1 •;' W o . _ \ " •- t ^ UN h+••I h-t-lI A DN \ P KEY PLAN PROJ. No.: 2012 018 DATE: 03/05/13 MAIN LEVEL FIRE PROTECTION PLAN FP- 111 i i FW-' w Q ( m Q W ❑D (E7) (E8) u_ s O W iu (BB m TOTAL MAIN IM — Sprinkler Head Schedule Symbol Count Thread K-Factor Description Note FIR I j • 2 1/2• 5.6 AU)a1RNN10 on Drop I I O 54 1/z' 6.6 V2704 VICTAU110 1/2 OR 155 8 UPRIGHT HYDRAULIC DESIGN DATA ,\ �• j i ® 1 1/2' 5.6 V2704 VICTAIIUC 1/2 QR 155 B UPRIGHT an spd9 DESIGN CRITERIA: ' 2 712' 5.6 VM06 VIC AULIC DRY PENDENT 1/2 Q-1&00 165 C POR oa Dr�P Design Area No.: 3 ' � • 1 ' 303 1 2 5.6 V3802 ViCrAUDC 1/2 OR 155 B CONCEALED POM NT on Drop Design Standard: ion:NFP 13 Ap, o �\ � I • / ' Hazard Classification:LH FFICE 362 ToW Number of Heads this Hoar Density: 0.20 gpm/sqf{ Area: 1500 sgft* " \ ( Includes 1UU gpm Hose allowance. z F (F.2 (F.5 n 'G.1`) ( H ) H 1( J ) J.8 J.9 K (K) L E \` / • \ \ / 2.2 I � � Y YI HYDRAULIC DEMAND DATA- EL No. Operating Sprinklers: 15 v .z . ✓ ' / I I ( I I Sprinkler K factor. K=5.6 w O • I I AT BASE OF RM (OR) ❑ �I Demand:336.22 gpm ® 60.98 psi Ir of Inside Hose Allowance: 0 ' gpm 1.1 \ i I I I I I I I I I I Demand: coNgNpm I II I II I II II Demand: 436.22 m ® 72.58 psi 2'IRM TO sPull TD ? I 1 1 I I Outside Hose Allowance:tOD gpm ' � a °°� i I I I I I I I j • Refer to Plan View for Orientation and sae w ► - A ( I I I . I I I I I of remote am used in alculotian. =J: �.• ' ;:= o - -------------------- --- �. ------------_—_ _ - - - - - - - - ^ - - - - `• :- 1- J, . \ ,, ,� •, �„ L"' .7• _ � 3.3 , ' 1• tlr 11f 7M' 1' •%• �.- ;• 1 - I I mob• , , 1 I ' J I •- — — — - - - - - - - PRE K -- — — r KIN ER RT N -, r - /- • . 1 t PH C SS 00 I w LAS RO M LA RO M , C SS 00 1 • -B 10 ♦ ' 2.2 .' \ • �r E E (C , I I 2L i o I I I - KIN R AR EN r ■� y 5 �I U _ C I j l / i _ � e•1 0l a6 cMr I I I I II I R � oMM /- � I � '��•�••' •fig" 1 • .._'.m•_•'' .': j t,r I • % I / V ' 1 1 .A ;^::.•JYxcr~• I }�anES AC-.',1;.^. Y I I 1 1 4W ' •, •'4' 1 I ' "i.:^•,:t{: -lte- `i:':• j 1 •1D 1 •7 el, ' — ' t•• j I / V O Go 0�a o I , t1 — ' ' 1 'I: 1 t• : V 1 Ta)£r I -- - --------� ■ L °o r� ,• '�.ji}i .Zts- I ttfi- 1• ' 9 1 _ '�• 9 1'•1 /' ---- c' _ '` - - .� 1 - - - - "; •'c=.`cs'V — -- ,.Iy - �• - - -- —ELECTRIC IDF =Y : .::: J :'- -' '=' i; , /' 1' 1 ) I 1 ^._ - - /JE, i d • ,t, I d•"if ~ 1 �,•y�:''+�; •'�4 11 �, �.p • ":•� y> � . • —: � /-1 33 ---- ' I 9-t, g I t �, :•�' D:B ' LA 1 ,.y 'f 1 0 ij . I I �•{ _ 4 4' 4 2-0 a ♦ 1 D-6 — 2-5 2 + pl 10 ♦ 8-2 1 V .A. if o T o C0 RID R . ` -2 71 . . 84 \. , ' a o y p4 t O O r V 111 , / , � �i :o-' . :�:• ,i'_�r�. �t��•.c..r�c:•a'_ "i� 0 • �.',..,•`��'::ff. '.i�.? ;�:• p 1 1 `.''ti; �:128'i •i: ' • '�:_i- ,!rt. ��,' L'•i rt�.c r.3a`; :�=1.y;-S�•`,.T•7' -'.. ' ' 1D `pt1111t1111 rlltt ------- - -"r--� -----•r ---T--'-- --- �- _ - :Y:• ';.�- • :..:-n`.7-• :�-�'J'-8'- 11C 1 i 1 1• t' . r 'STAIR 73 ee 011 CON/l/�t�ii / ® -i.:r;t''.Cr.�''{Q�l•'^:(;_<' •'../:: :!c-.: '''� ' .1 64 62 1 `,��� Q,,,..... '••.CT''�i , , ' � •'+•:'S •,�''�' - r .•y'•._:_. , P I r., �'i.. UP ,5•T-10, ' 1 �,`Vf�A t't.•Q / \ I 1 / I i? ?_ {i:-7;::� - � ;•`�'. I , _ [Illy_ � ;� ;00 0�.EP3B,9�: a R Li R9 I .0 t I •i _ _ — ------ * _ _ _ a I VIM O'(M2% tM .R 0 1.. z k ,• ,11• I I I I FHM o � ® \ <` r t+:: '= _~ " 1 _—_ _ _ _ _ _ _ _ _ _ _ _ u _ _ _ o-o _ _ — — z _ _ _ ' _ _—_—_—_ I I I ----------------------- R M1 I s - 1Tf': "Il t• " ` - I } I 20tE CO1flWR[DTL(pSffp0ML FIP--=1 ),,1� �J. , ' `� 1 � , m • N• ,• � 1 _l•T.�._..°: •1.�.�. I ' -'4 OINN,CY WIIUYY YIL.G",,,1 I I I .I I O ^ b •:? ui' 1' { <: :�'' TA►G 9t 917101 IAu�nI.Y059 r c.1 I I w O ao i �Ol)1000R CR I :y1 1 t1s �L`' -4 ROW MM(PO R a) }: Y f6F 76T AND DRtN PM TO ORA@1 n 0 R13 Y• 2- 2-1 I I H.9 I JA J.9 R12 173 T' t' H .� d 0 FIRE PROTECTION LEGEND z - SEISMIC .SWAY BRACING SCHEDULE BRACE. MAX. LOAD MIN. ANGLE ' MAX. LENGTH BRACE SIZE QUANTITY , TYP TYPICAL LA 17671b 30' . T-0" 1" S40 32 RN RISER NIPPLE ON DOWN LID 17671b 30' 7 —on1 S40 7 ICI - I p GROOVED COUPLING 4WAY 17671b 30' 7'-0" 1" S40 2 ' C*'—*7 CENTERLINE OF PIPING ABOVE FINISHED FLOOR Q HYDRAULIC REFERENCE PPINT F, Z SPRINKLER PIPING U M 0 I`•-I 1 LSl O C) � C L � P P, )x H O � I U I H O CIO �I KEY PLAN PROJ. No.: 2012 018 DATE: 03/05/13 � MAIN LEVEL FIRE PROTECTION PLAN FP- 112 : I w . f- 1� z 0 ¢ 0 o � a a SEISMIC SWAY BRACING SCHEDULE FIRE PROTECTION LEGEND W .Z } _ � W ¢ �U' m CD 5 z 'BRACE MAX. LOAD MIN. ANGLE ' MAX. LENGTH BRACE SIZE QUANTITY -IYP TYPICAL < o LA 17671b 30' 7'-0" 1" S40 15 RN RISER NIPPLE 0 w w LO 17671b 30• 7'-0" 1" S40 4 DN DOWN ( v 4WAY 17671b 30, 7'-0" 1" S40 2 D GROOVED COUPLING } E*-*] CENTERLINE OF PIPING ABOVE FINISHED FLOOR m 0 HYDRAULIC REFERENCE POINT SPRINKLER PIPING z Y Y 0 Y I I a I f) CO I I o I I � I I ! I I I Co 0 I HYDRAULIC DESIGN DATA \ I I I DESIGN CRITERIA: jI Design Area No.: 1 I I Hazard Standard: Classification: Density: 0.10 gpm/syft Area: 1500 sqft* / I I Includes 100 gpm Hose allowance. Q HYDRAULIC DEMAND DATA: Sprinkler Head Schedule Symbol Count Thread K-Factor Description Note No. Operating Sprinklers: 13 / , I O 29 1/2• 5.6 V2704 VIGTAUUC 1/2 OR 155 B UPRIGHT Sprinkler K factor K=5.6 z . 2 1/2• 5.6 V27D4 VICrAUUC '.1/2 OR 155 B UPRIGHT on Sprig Demo AT BASE 1 RISER (BOR): / I Demand:251.91 � gpm � 57.70 psi (AA /' . , , , 65 1/2- 5.6 V3802 M-111C 1/2 QR 155 B CONCEALED PENDENT on Drop /- Inside Hose Allowance: 0 gpm' I 116 - Total Number of Heads this floor DD ND AT SOURCE CONNECTION: Demand: 351.91 gpm ® 69.02 psi V F.2 (F.5) G 1 GA I H I H.9 I ( J 1 JJ 4 J.8 J. K I K.1 1 L YI � Y � � ) � Outside Hose Allowance:lDO gpm � V oflrreemoot to Plan View useds in°olIcullaliar and sae/"� i I I I I I I I I I I � � •o � a � CQOI L a [� dm 00 LM oo I o o = - 11 -- y y j j O , � ; � —I'----------- 1 2.z " 1s 1B I j 17 78 I - - - '-�- - I------- - - 1 9' } - - - - -- -- - -- - I 1 MUM- I-P PO$E/ ,0-0 1 •� •10-0 6 I• 1� 1 •� 12-0• k I I t• 12-0 v I `:��C�'P�H• C%����. IST1 CE I I ^d scI Ns ^d n ^d ^b I ^o TH RAD v s�,Gt% � �- 2 II 24 LI AS, ROC i C SS 0 I 28 \_ 20 13B LEA 0 / 1 2 �^ ^� j I g i j 9 ^d I 9 11 d zs 1lle ze zs R5 R4 I 6-P 1 11H IL• :' ,; :F,i I t' g_7 ^3 II = _—�_-- t-3)-�- 12-0 l 1• 7-1 i t f i a 4-3 23 42• -1 ° C RRI+OR o. ° E I E I 2 a 1 ��I E24^5 s �' .Y ' B- ] ° 16-6 201 '} p D ° I i--� �'�- ,,,,/ �7� I ' 1• 5 2- 4-0 , 1 3- 1 ,0 0 4' 3' 3• 'u^ 3' tl I N R7 84 I' �� \, ,�T"-/ I:% _UDR WiDI�DtAE�TVI( '.t' I O • \ V-6'Box 8F SIEB-SAY C? , R2 1E \j 1 �`S _ ': - _ REA -OU 1• . , I .� 4 2•I 27 12• / . �.f 3' : .::.�-v-;1-.•" ,f- .j_...`I: o-g .� ( •I lYlOd• I �h 0-71 g-11 0-7 •_ - -` ��. :• I ham• I ' N. L•'~-ci.,�'i, .1. . ••- •••'I' •• -r,}:. ( 0 ''',• I I Z E-1 \O --------------------- —*-- --------- _r •` — — --- — ` .•t:,.7�' ,•tip' t '2-t - t1Q.:-r•�• `F I ,�iL. I ' _—_—_ 01 7 — Ev 4-e o- - s-- I --_ -•�_h. - :r,...•- 'e• _ _ _ _ '7-+. % _ _ m _ _ _ — m u-r.':'-•y iD { O U o0 / 'l•� ��' I / B /'I ..�. '- -,.io•,_0% �~•;i , � t' � 1M'' ••`' +,lr•••"t' y:_' ;7"• %-?��•': � .^_• _ ___ ___ , _ ____ ____ ____ __ 't'1 , !�-, �� �•-11 I 10�6 - h N "� I \ / NO I \ I ' - 1=ai ,,11- .•9_g:- •a: -•7'II;r:! _ "`•� 19 co aol m t34' n I 1 t I .1 _ 'SS%291••I t ^1 w O o0 V I j R6 ' ' •\1 1 ' ' '.VAT- •[ - .��1:- • I N rn 2-0 1 .7' ' 2 I H O I �_ 1 \ ' /' \O 1• ' I I 2 t. _ :a•; .i-` _ _ I i'^ 1k' 1 1 ' _ I � ., 1__^_1 Na I ` , 1 / 1 } � I �_ - f•] ° , •••, �•,- , 1 1 I I - I 1 I I .r�{\//���� __ I \ OIf 519PB'�r �� f• . N m I ,� I •sTAlg:;;.q� :;'� I I : - .� I ^ I ��VII of U I L l C 12-0 I I I a � -i-�� �\. •�-_ �3. N 1 I M a ''�� �, 1 3-1 ' -101•.;:_, 1 I I ' ;.;. _ _ I H. a,(, 1 __'c1 jJ ' I-/ / I T�` N �a'fz 3' _ J- n .., '�' 1 •••' I1' 1 le 1 7 1 lie v p I / ' I \ 1• �'N 1 _ 3-,• 1 ♦ '1- I _ 3- 1 ,2-0 1 7-7 2 1 1 t0'-0 ,2-0 1 5 . _•.. •` I 2• - 7 SLOP 11.2 1 o- eN I 1 Rs �, I .� o-7x/t •\nf I r, Io' •�: '�• _ - - ::,::• "• I I I �:..;=' I 1 _ -240 (M?) I / E27-4)RIO `� Q �!'S I `.l• _ -.'a1 1: ',1 "-' f-"I I I I _ _ -�' .�`.r .�.:. ' 1 [� : O , , O I I •�•` '' :� '•`I.4: ?.jgB4OTh;� -}�7Q-.��•;a..�'`':'_�" , , 13- s12-0 7-7• 2 10-0 ,2-0• ' ' I �• � � I � ry3 ', I :: �,. �i •< ' .:zis:: '•:::': •,k';/ �':�=�,;';•'. :fit ^d --a ^a ^a ^a I j I I E-H Q 1 1'2 _— —_— _ 3 ZI—G—_---_ ' M_ °_— ^•r•• •• •' '_.•L• ?-. l�, _ _ _ _ _— —_ _ _ _ _ _ _ _ _ _ _— —_ - _ _ _ _—_—_—_— -----_—_—_—_—_ _ _—_—_—_—_—_—_—_—_----------- —_—_—_—_—_ 7 -�--- � T I— � r 12 � R11 j j 7 I SaBNKIIIt um ZONE CONTROL I j j 1 I R`i144 I o I 2' DR�ll1 1aSER �•pt¢wm W UlmVALVE I I I I o I I ' --1•: SSM (Yuri VM) I i I i i 0 -- I I 2 3 I j -224GFTU/�MIMMDW O O U cs 0 UPPER LEVEL FIRE PROTECTION PLAN � w N ASCALE: 1/8" = 1'-0" W Z co W DO H O KEY PLAN PROJ. No.: 2012 018 DATE: 03/05/13 i FP- 113 N U R j \\`\,oytYiYiJ1/ll/flffE�t� ��S,ti.j�o.23819 j• .` OR Fire Protection by Computer Design NORTHEAST FIRE SYSTEMS, LLC 140 UNION STREET -�N�UVl�ly VERNON CT 06066 d�Q DN!a7it] 860-896-7447 Jospu!M 41nos S Ei 0Z g 0 ON O Job Name CREC International Magnet School Building' Upper Floor Location South Windsor, Connecticut System Contract Data File Upper Level AREA 1:wxf Computer Programs by Hvdratec Inc. Route 1:11 Windham N.H.USA 03087 NORTHEAST FIRE SYSTEMS, LLC Page 1 CREC International Magnet School Date 3/4/13 Hydraulic Design Information Sheet Name - CREC International M agnet School Date - 3/ 4/13 Building - Upper Floor- System No. - Contractor - HHS Mechanical Contractors Contract No. - Calculated By - WHC Drawing.No. - FP- 113 Construction: ( ) Combustib le (*) Non-Combustible Ceiling Height - 9'-6" Occupancy - Educational S (*) NFPA 13 (*) Lt. Ha z. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex. Haz. y ( ) NFPA 231 ( ) NFPA 2 31C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Oper ation - 1500 System Type Sprinkler/ Nozzle Density - 0.10 (*) Wet Make Victa ulic D Area Per Sprinkler - 150 ( ) Dry Model V380 2 E Elevation at Highest O utlet - 38' -011 ( ) Deluge Size 1/2" S Hose Allowance - Tnsid e ( ) Preaction K-Factor 5 .6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.15 5 G Hose Allowance - gutsi de - 100 N Note t Calculation Flow Required - 351.907 Press Required - 69.0158 At Node TEST Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Rese rvoir: A Date of Test - 11/29/ 12 Cap. - T Time of Test - 15:00 PM Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 80 Elev. - Well Flow - 1360 Proof Flow S Elevation - 0_0" U P Location - Chapel Road P L Source of Information - HHS Mechanical Contractors, Inc. y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) En cap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) No n T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vva«I oupply %'U1 ve U NORTHEAST FIRE SYSTEMS, LLC Page 2 CREC International Magnet School Date 3/4/13 City Water Supply: Demand: C1 -Static Pressure 85 D1 -Elevation 16.783 C2- Residual Pressure: 80 D2-System Flow : 2 51.907 C2- Residual Flow 1360 D2-System Pressure E 9.016 Hose( Demand) : 1 0 D3-System Demand : 3 51.907 Safety Margin 15.574 150 140 130 P 120 R 110 E 100 S 90 2 S 80 U 70 2 R 60 E 50 40 30 20 LD1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85) Comnuter Proarams by Hvdratec Inc. Route ill Windham N.H_USA 03087 ruu11yZ5 UtSeU Ouninialy NORTHEAST FIRE SYSTEMS, LLC Page 3 CREC International Magnet School Date 3/4/13 Fitting Legend Abbrev. Name '/z % 1 1% 1'/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Avc Alarm Vic 751 0 0 0 0 3 9 8 17 0 21 0 22 50 0 0 0 0 0 0 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 5 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 1 24 28 Fsp Flow SwitcFi"Potter VSR " Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 0 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 E 1 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Proarams by Hvdratec Inc. Route I I I Windham N.H.USA 03087 Pressure/ Flow Summary- STANDARD NORTHEAST FIRE SYSTEMS, LLC Page 4 CREC International Magnet School Date 3/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. DP01 38.0 5.6 7.17 na 15.0 0.1 150 7.0 EQ01 38.75 7.03 na DP02 38.0 5.6 7.17 na 15.0 0.1 150 7.0 EQ02 38.75 7.06 na DP03 38.0 5.6,L 9.0 na 16.8 0.1 168 7.0 EQ03 38.75 8.93 na 1 38.75 K=K @ EQ03 8.93 na 16.8 2 38.42 10.7 na 3 38.42 11.63 na 4 38.42 12.4 na t. 5 38.42 14.46 na 6 38.42 20.88 na 7 38.42 21.0 na 8 38.42 21.39 na 30 38.42 30.57 na 9 35.0 33.43 na J2 26.75 40.49 na 11 8.5 50.31 na TOR 8.5 53.92 na BOR 2.0 57.7 na BKFL 2.0 67.75 na 10 7.0 65.64 na HOSE 7.0 65.86 na 100.0 TEST 0.0 69.02 na 11 38.75 K=.;K @ EQ03 9.72 na 17.52 12 38.75 K=;K @ EQ02 10.57 na 18.36 13 38.75 K=.K @ EQ02 11.3 na 18.98 14 38.75 K=K @ EQ02 13.21 na 20.52 15 38.75 K=°K @ EQ03 8.99 na 16.85 16 38.42 10.76 na 17 38.42 11.7 na 18 38.42 12.48 na 19 38.42 14.55 na 20 38.75 K=K @ EQ03 9.78 na 17.57 21 38.75 K=K @ EQ02 10.63 na 18.41 22 38.75 K=K @ EQ02 11.36 na 19.03 23 38.75 K=K @ EQ02 13.28 na 20.57 24 38.42 K=.K @ EQ01 15.46 na 22.23 25 38.42 16.78 na 26 38.42 16.95 na 27 38.42 17.8 na 28 38.75 K=;K @ EQ02 15.54 na 22.25 29 38.75 K=K @ EQ02 16.33 na 22.81 The maximum velocity is 14.57 and it occurs in the pipe between nodes 19 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 NORTHEAST FIRE SYSTEMS, LLC Page 5 CREC International Magnet School Date 3/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP01 15.00 1.049 1 E 2.0 0.420 7.175 K Factor=5.60 to 120.0 0.0 2.000 -0.325 EQ01 15.0 0.0764 0.0 2.420 0.185 Vel= 5.57 0.0 f 15.00 7.035 K Factor= 5.66 DP02 15.00 1.049 1 E 2.0 0.750 7.175 K Factor=5.60 to 120.0 0.0 2.000 -0.325 EQ02 15.0 0.0764 0.0 2.750 0.210 Vel= 5.57 0.0 15.00 7.060 K Factor= U5 DP03 16.80 1.049 1 E 2.0 0.750 9.000 K Factor=5.60 to 120.0 0.0 2.000 -0.325 EQ03 16.8 0.0942 0.0 2.750 0.259 Vel= 6.24 0.0 16.80 8.934 K Factor= 5.62 1 16.80 1.049 2E 4.0 13.170 8.934 K Factor @ node EQ03 to 120.0 € 0.0 4.000 0.143 2 16.8 0.0943 0.0 17.170 1.619 Vel = 6.24 2 17.52 1.38, 0.0 10.000 10.696 to 120.0 0.0 0.0 0.0 3 34.32 0.0929 0.0 10.000 0.929 Vel = 7.36 3 18.36 1.61 0.0 8.010 11.625 to 120.0 0.0 0.0 0.0 4 52.68 0.0070 0.0 8.010 0.777 Vel = 8.30 4 18.98 1.61 0.0 12.000 12.402 to 120.0 =. 0.0 0.0 0.0 5 71.66 0.1713 0.0 12.000 2.055 Vel = 11.29 5 20.51 1.61 IT 8.0 15.550 14.457 to 120.0 0.0 8.000 0.0 6 92.17 0.2728 0.0 23.550 6.425 Vel = 14.53 6 0.0 3.26; 0.0 13.920 20.882 to 120.0 0.0 0.0 0.0 7 92.17 0.0688 0.0 13.920 0.123 Vel = 3.54 7 92.44 3.2Q 0.0 12.200 21.005 to 120.0 7 0.0 0.0 0.0 8 184.61 0.0317 0.0 12.200 0.387 Vel = 7.10 8 67.30 3.26 6E 56.446 106.250 21.392 to 120.0 0.0 56.446 0.0 30 251.91 0.0564 0.0 162.696 9.183 Vel = 9.68 30 0.0 4.26 3E 39.501 23.460 30.575 to 120.0,: IT 26.334 65.835 1.481 9 251.91 0.0153 0.0 89.295 1.369 Vel = 5.67 9 0.0 4.26; 1 E 13.167 3.160 33.425 to 120.0 1 Bvcb 15.8 28.967 6.573 ** Fixed Loss =3 J2 251.91 0.0153 1 Fsp 0.0 32.127 0.493 Vel = 5.67 J2 0.0 4.26; 6E 79.002 46.030 40.491 to 120.0 # 0.0 79.002 7.904 J1 251.91 0.0153 0.0 125.032 1.918 Vel = 5.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hawn-Williams NORTHEAST FIRE SYSTEMS, LLC Page 6 CREC International Magnet School Date 3/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 11 0.0 4.26 9E 118.504 100.770 50.313 to 120.0 : 3F 15.8 134.304 0.0 TOR 251.91 0.0153 0.0 235.074 3.605 Vel = 5.67 TOR 0.0 4.26 1 E 13.167 6.500 53.918 to 120.0 1 Avc 27.651 56.618 2.815 BOR 251.91 0.0153 1 B 15.8 63.118 0.968 Vel = 5.67 BOR 0.0 6.357 1 E 17.603 6.000 57.701 to 120.0 " 0.0 17.603 10.000 ** Fixed Loss= 10 BKFL 251.91 0.0022 0.0 23.603 0.051 Vel = 2.55 BKFL 0.0 6.357 1 E 17.603 7.000 67.752 to 120.0 0.0 17.603 -2.166 10 251.91 0.0022 0.0 24.603 0.055 Vel = 2.55 10 0.0 8.27 4F 56.936 360.000 65.641 to 140.0 : 2G 12.652 124.942 0.0 HOSE 251.91 O.od65 1T 55.354 484.942 0.221 Vel= 1.50 HOSE 100.00 12.34 0.0 1015.000 65.862 Qa = 100 to 140.0 : 0.0 0.0 3.032 TEST 351.91 0.00`01 0.0 1015.000 0.122 Vel = 0.94 0.0 351.91 69.016 K Factor= 42.36 11 17.52 1.049 1 E 2.0 1.170 9.720 K Factor @ node EQ03 to 120.0 IT 5.0 7.000 0.143 2 17.52 0.1020 0.0 8.170 0.833 Vel = 6.50 0.0 17.52 10.696 K Factor= 5.36 12 18.36 1.049 1 E 2.0 1.170 10.575 K Factor @ node EQ02 to 120.0 IT 5.0 7.000 0.143 3 18.36 0.1110 0.0 8.170 0.907 Vel = 6.82 0.0 18.36 11.625 K Factor= 5.38 13 18.98 1.049 1 E 2.0 1.120 11.300 K Factor @ node EQ02 to 120.0 IT 5.0 7.000 0.143 4 18.98 0.1181 0.0 8.120 0.959 Vel = 7.05 0.0 18.98 12.402 K Factor= 5.39 14 20.52 1.04.9 1 E 2.0 1.120 13.206 K Factor @ node EQ02 to 120.0 IT 5.0 7.000 0.143 5 20.52 0.1365 0.0 8.120 1.108 Vel = 7.62 0.0 20.52 14.457 K Factor= 5.40 15 16.85 1.049 2E 4.0 13.250 8.987 K Factor @ node EQ03 to 120.0 0.0 4.000 0.143 16 16.85 0.0947 0.0 17.250 1.634 Vel = 6.26 16 17.57 1.38! 0.0 10.000 10.764 to 120.0 0.0 0.0 0.0 17 34.42 0.0935 0.0 10.000 0.935 Vel = 7.38 17 18.41 1.61 0.0 8.010 11.699 to 120.0 , 0.0 0.0 0.0 18 52.83 0.0974 0.0 8.010 0.780 Vel = 8.33 A Computer Programs by Hydratec Inc. Route ill Windham N.H.USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 7 'CREC International Magnet School Date 3/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C"' or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv, Ln. Total Pf Pn 18 19.03 1.61 0.0 12.000 12.479 to 120.0 0.0 0.0 0.0 19 71.86 0.1722 0.0 12.000 2.066 Val = 11.32 19 20.57 1.61E 1T 8.0 15.550 14.545 to 120.0 0.0 8.000 0.0 7 92.43 0.2743 0.0 23.550 6.460 Vel= 14.57 0.0 92.43 21.005 K Factor= 20.17 20 17.57 1.049 1 E 2.0 1.250 9.776 K Factor @ node EQ03 to 120.0 IT 5.0 7.000 0.143 16 17.57 0.1024 0.0 8.250 0.845 Vel= 6.52 0.0 z 17.57 10.764 K Factor= 5.36 21 18.41 1.04.9 1 E 2.0 1.250 10.635 K Factor @ node EQ02 to 120.0 IT 5.0 7.000 0.143 17 18.41 0.11,16 0.0 8.250 0.921 Vel= 6.83 0.0 18.41 11.699 K Factor= 5.38 22 19.03 1.049 1 E 2.0 1.200 11.363 K Factor @ node EQ02 to 120.0 IT 5.0 7.000 0.143 18 19.03 0.1187 0.0 8.200 0.973 Vel= 7.06 0.0 19.03 12.479 K Factor= 5.39 23 20.57 1.040 1 E 2.0 1.200 13.278 K Factor @ node EQ02 to 120.0 1 IT- 5.0 7.000 0.143 19 20.57 0.1371 0.0 8.200 1.124 Val= 7.64 0.0 20.57 14.545 K Factor= 5.39 24 22.23 1.049 1 E 2.0 1.360 15.457 K Factor @ node EQ01 to 120.0 1 -, IT 5.0 7.000 0.0 25 22.23 0.1583 0.0 8.360 1.323 Vel= 8.25 25 0.0 1.611, 0.0 8.660 16.780 to 120.0 _ 0.0 0.0 0.0 26 22.23 0.0196 0.0 8.660 0.170 Vel= 3.50 26 22.26 1.61 0.0 12.000 16.950 to 120.0 0.0 0.0 0.0 27 44.49 0.0709 0.0 12.000 0.851 Val = 7.01 27 22.81 1.61 1T 8.0 15.550 17.801 to 120.0 0.0 8.000 0.0 8 67.3 0.1525 0.0 23.550 3.591 Val = 10.61 0.0 67.30 21.392 K Factor= 14.55 28 22.25 1.049 1 E 2.0 1.000 15.539 K Factor @ node EQ02 to 120.0 IT 5.0 7.000 0.143 26 22.25 0.1585 0.0 8.000 1.268 Vel = 8.26 0.0 22.25 16.950 K Factor= 5.40 29 22.81 1.049 1 E 2.0 1.000 16.330 K Factor @ node EQ02 to 120.0 IT 5.0 7.000 0.143 27 22.81 0.1660 0.0 8.000 1.328 Val = 8.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 8 'CREC International Magnet School Date 3/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 22.81 17.801 K Factor= 5.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 0��i.ONI`l II1I/ N0.9381 , 1 11111�t�� . _ Fire Protection by Computer Design NORTHEAST FIRE SYSTEMS, LLC 140 UNION STREET VERNON,CT 06066 860,89.E-7447 Job Name CREC international Magnet School Building Main Floor Kitchen Location South Windsor, Connecticut System Contract Data File Main Level AREA 2.wxf y f Computer Proarams by Hvdratec Inc. Route 111 Windham N-H. ORA n*AnA7 NORTHEAST FIRE SYSTEMS, LLC Page 1 CREC International Magnet School Date 3/4/13 Hydr aulic Design Information Sheet Name - CREC International Magnet School Date - 3/ 4/13 Building - Main Floor Kitchen System No. - Contractor - HHS Mechanical Contractors Contract No. - Calculated By - WHC Drawing No. - FP- 111 Construction: ( ) Combustib le (*) Non-Combustible Ceiling Height - 9'-6" Occupancy - Educational S (*) NFPA 13 ( ) Lt. Ha z. Ord.Haz.Gp. (*) 1 ( ) 2 ( ) 3 ( ) Ex. Haz. y ( ) NFPA 231 ( ) NFPA 2 31C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler'`Operation - 1500 System Type Sprinkler/ Nozzle Density I - 0.15 (*) Wet Make Victa ulic D Area Per Sprinkler - 100 ( ) Dry Model V380 2 E Elevation at Highest O utlet - 23'-611 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5 .6 I Rack Sprinkler Allowan ce - ( ) Other Temp.Rat.15 5 G Hose Allowance - Qutsi de - 250 N Note t Calculation Flow Required - 667.045 Press Required - 70.5758 At Node TEST Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Rese rvoir: A Date of Test - 11/29/ 12 Cap. - T Time of Test - 1700 PM Rated Cap. - Elev.- E Static Press - 85 @ Press - R Residual Press - 80 Elev. - Well Flow - 1360 Proof Flow S Elevation - 0!-0" U P Location - Chapel Road P L Source of Information - HHS Mechanical Contractors, Inc. y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Soli d Piled % Palletized Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) En cap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) No n T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 vvaLei OUPPiy %.urve IL, NORTHEAST FIRE SYSTEMS, LLC PagE 2 CREC International Magnet School Date 3/4/13 City Water Supply: Demand: C1 -Static Pressure : 85 D1 - Elevation 0.360 C2-Residual Pressure: 80 D2-System Flow :417.045 C2- Residual Flow 1360 D2-System Pressure 70.576 Hose( Demand ) : 250 D3-System Demand : 657.045 Safety Margin 3.086 150 140 130 P 120 R 110 E 100 S 90 ei 2 S 80 D2 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N^ 1.85) Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r-ILLMYS vZ5eu Ouunnlaly NORTHEAST FIRE SYSTEMS, LLC Page 3 CREC International Magnet School Date 3/4/13 Fitting Legend Abbrev. Name '/z % 1 1% 1% 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 Avc, Alarm Vic 751 0 0 0 0 3 9 8 17 0 21 0 22 50 0 0 0 0 0 0 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 C 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 5 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 Ili 24 28 FsP Flow Switcfi'Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 1 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary- STANDARD NORTHEAST FIRE SYSTEMS, LLC Page 4 CREC International Magnet School Date 3/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. DP05 23.5 5.6i 7.17 na 15.0 0.15 100 7.0 EQ05 24.83 6.85 na DP04 23.5 5.6 7.17 na 15.0 0.15 100 7.0 EQ04 24.5 6.97 na DP03 23.5 5.6 7.17 na 15.0 0.15 100 7.0 EQ03 24.42 7.0 na DP02 23.5 5.6- 7.17 na 15.0 0.15 100 7.0 EQ02 25.17 i, 6.73 na DP01 23.5 5.6, 7.17 na 15.0 0.15 100 7.0 EQ01 23.92 11. 7.52 na SP06 26.75 5.6c 7.17 na 15.0 0.15 100 7.0 EQ06 23.92 9.0 na 1 24.0 K=K @ EQ04 7.63 na 15.7 2 24.0 8.49 na 3 - 24.0 9.89 na 4 24.33 12.2 na 5 24.33 12.75 na 6 23.92 14.21 na 7 23.92 15.62 na 8 23.92 15.65 na 9 23.92 15.67 na 10 23.92 15.73 na 11 23.92 15.84 na 12 23.92 16.35 na 13 36.0 18.1 na 14 23.92 27.7 na 15 23.92 30.36 na 16 21.0 35.94 na J1 21.0 36.57 na TOR 8.5 53.21 na BOR 2.0 58.48 na BKFL 2.0 68.61 na 17 7.0 66.58 na HOSE 7.0 67.14 na 250.0 TEST 0.0 70.58 na 18 24.5 K=K @ EQ04 7.58 na 15.64 19 24.5 K=K @ EQ04 8.89 na 16.94 20 24.83 K=K @ EQ05 11.0 na 19.01 21 25.17 K=K @ EQ02 12.47 na 20.42 22 24.67 13.8 na 23 24.67 14.09 na 24 25.17 K=K @ EQ02 12.73 na 20.63 25 24.42 K=`K @ EQ03 8.03 na 16.06 26 23.92 K=K @ EQ06 9.0 na 15.0 27 23.92 9.83 na 28 23.92 11.19 na 29 23.92 12.65 na 30 24.42 K=K @ E003 8.84 na 16.86 31 24.42 K=K @ EQ03 9.96 na 17.9 32 24.42 K=K @ EQ03 11.3 na 19.06 33 24.42 K=K @ EQ03 9.8 na 17.75 34 23.92 11.36 na 35 23.92 12.16 na 36 23.92 K=K @ EQ01 12.96 na 19.69 37 24.42 K=K @ EQ03 10.17 na 18.08 38 24.42 K--:K @ EQ03 10.91 na 18.72 39 24.42 K=K @ EQ03 13.24 na 20.63 40 23.92 14.65 na 41 23.92 14.93 na 42 24.42 K=_K @ EQ03 13.49 na 20.83 43 24.42 K--'.K @ EQ03 14.06 na 21.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard NOIITHEAST FIRE SYSTEMS, LLC Page 5 CREC International Magnet School Date 3/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg, 44 23.92 15.47 na 45 24.42 K-K @ EQ03 14.74 na 21.77 46 23.92 16.28 na 47 23.92 16.29 na 48 23.92 16.31 na 49 23.92 16.35 na 50 24.42 K=K @ EQ03 14.75 na 21.77 51 24.42 K=t K @ EQ03 14.76 na 21.78 52 23.92 K K @ EQ01 15.53 na 21.55 i. j. s The maximum velocity is 13.38 and it occurs in the pipe between nodes 29 and 9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 NORTHEAST FIRE SYSTEMS, LLC Page 6 CREC International Magnet School Date 3/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP05 15.00 1.049 1 E 2.0 1.330 7.175 K Factor=5.60 to 120.0 0.0 2.000 -0.576 EQ05 15.0 0.0763 0.0 3.330 0.254 Vel = 5.57 0.0 15.00 6.853 K Factor= 5.73 DP04 15.00 1.049 1 E 2.0 1.000 7.175 K Factor=5.60 to 120.0 ; 0.0 2.000 -0.433 EQ04 15.0 0.0763 0.0 3.000 0.229 Vel = 5.57 0.0 15.00 6.971 K Factor= 5.68 DP03 15.00 1.049 1 E 2.0 0.920 7.175 K Factor= 5.60 to 120.0 ' 0.0 2.000 -0.398 EQ03 15.0 0.0760 0.0 2.920 0.222 Vel = 5.57 0.0 15.00 6.999 K Factor= 5.67 DP02 15.00 1.049 1 E 2.0 1.670 7.175 K Factor=5.60 to 120.0 ; 0.0 2.000 -0.723 EQ02 15.0 0.0763 0.0 3.670 0.280 Vel = 5.57 0.0 15.00 6.732 K Factor= 5.78 DP01 15.00 1.0449 1 T 5.0 1.920 7.175 K Factor=5.60 to 120.0 0.0 5.000 -0.182 EQ01 15.0 0.0764 0.0 6.920 0.529 Vel = 5.57 0.0 15.00 7.522 K Factor= 5.47 SP06 15.00 1.04.9 1T 5.0 2.830 7.175 K Factor=5.60 to 120.0 0.0 5.000 1.226 EQ06 15.0 0.0764 0.0 7.830 0.598 Vel = 5.57 0.0 15.00 8.999 K Factor= 5.00 1 15.70 1.04.9 2E 4.0 6.240 7.635 K Factor @ node EQ04 to 120.0 i 0.0 4.000 0.0 2 15.7 0.0831 0.0 10.240 -0.851 Vel = 5.83 2 15.64 1.38, 2E 6.0 11.920 8.486 to 120.0 0.0 6.000 0.0 3 31.34 0.0786 0.0 17.920 1.408 Vel = 6.72 3 16.94 1.61 4E 16.0 13.670 9.894 to 120.0 0.0 16.000 -0.143 4 48.28 0.0825 0.0 29.670 2.447 Vel = 7.61 4 19.01 1.61 0.0 3.620 12.198 to 120.0 ? 0.0 0.0 0.0 5 67.29 0.1525 0.0 3.620 0.552 Vel = 10.60 5 0.0 1.61 2E 8.0 0.420 12.750 to 120.0 = 0.0 8.000 0.178 6 67.29 0.1524 0.0 8.420 1.283 Vel = 10.60 6 0.0 1.6f 1T 8.0 1.270 14.211 to 120.0 0.0 8.000 0.0 7 67.29 0.1524 0.0 9.270 1.413 Vel = 10.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 7 CREC International Magnet School Date 3/4/13 Hyd. Qa Dia.' Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 41.04 4.26. 0.0 7.760 15.624 to 120.0 .: 0.0 0.0 0.0 8 108.33 0.0032 0.0 7.760 0.025 Vel= 2.44 8 41.46 4.26 0.0 3.490 15.649 to 120.0 . 0.0 0.0 0.0 9 149.79 0.0060 0.0 3.490 0.021 Vel= 3.37 9 84.88 4.26 0.0 4.490 15.670 to 120.0 ' 0.0 0.0 0.0 10 234.67 0.0134 0.0 4.490 0.060 Vel= 5.28 10 74.24 4.26. 0.0 4.860 15.730 to 120.0 0.0 0.0 0.0 11 308.91 0.0224 0.0 4.860 0.109 Vel= 6.95 11 21.26 4.26 1 E 13.167 7.060 15.839 to 120.0 - 0.0 13.167 0.0 12 330.17 0.0253 0.0 20.227 0.511 Vel= 7.43 12 86.87 4.26` IT 26.334 87.090 16.350 to 120.0 e. 5E 65.835 92.169 -5.232 13 417.04 0.0390 0.0 179.259 6.987 Vel = 9.39 13 0.0 4.26 4E 52.668 32.930 18.105 to 120.0 IT 26.334 79.002 5.232 14 417.04 0.0390 0.0 111.932 4.362 Vel = 9.39 14 " 0.0 4.26, 3E 39.501 28.720 27.699 to 120.0 , 0.0 39.501 0.0 15 417.04 0.0390 0.0 68.221 2.659 Vel = 9.39 15 0.0 4.26. 1 E 13.167 4.870 30.358 to 120.0 1 Bvcb 15.8 28.967 4.265 ** Fixed Loss=3 16 417.04 0.0390 1 Fsp 0.0 33.837 1.318 Vel = 9.39 16 0.0 4.26.: 1 E 13.167 3.000 35.941 to 120.0 0.0 13.167 0.0 11 417.04 0.0390 0.0 16.167 0.630 Vel= 9.39 J1 0.0 4.26' 12E 158.005 114.110 36.571 to 120.0 . 3F 15.8 173.805 5.414 TOR 417.04 0.0390 0.0 287.915 11.221 Vel = 9.39 TOR 0.0 4.261 1 E 13.167 6.500 53.206 to 120.0 1Avc 27.651 56.618 2.815 BOR 417.04 0.0390 1 B 15.8 63.118 2.460 Vel = 9.39 BOR 0.0 6.357 1 E 17.603 6.000 58.481 to 120.0 0.0 17.603 10.000 **Fixed Loss= 10 BKFL 417.04 0.0056 0.0 23.603 0.131 Vel = 4.22 BKFL 0.0 6.357 1 E 17.603 7.000 68.612 to 120.0 0.0 17.603 -2.166 17 417.04 0.0056 0.0 24.603 0.137 Vel = 4.22 17 0.0 8.2T 4F 56.936 360.000 66.583 to 140.0£_ 2G 12.652 124.942 0.0 HOSE 417.04 0.0012 1T 55.354 484.942 0.562 Vel= 2.49 HOSE 250.00 12.344 0.0 1015.000 67.145 Qa=250 to - 140.0 0.0 0.0 3.032 TEST 667.04 0.0004 0.0 1015.000 0.399 Vel = 1.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 8 CREC International Magnet School Date 3/4/13 Hyd.: Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 667.04 70.576 K Factor= 79.40 18 15.64 1.049 IT 5.0 1.330 7.581 K Factor @ node EQ04 to 120.0 € 1 E 2.0 7.000 0.217 2 15.64 0.0826 0.0 8.330 0.688 Vel = 5.81 0.0 ' 15.64 8.486 K Factor= 5.37 19 16.94 1.049 IT 5.0 1.250 8.888 K Factor @ node EQ04 to 120.0 1 E 2.0 7.000 0.217 3 16.94 0.0956 0.0 8.250 0.789 Vel = 6.29 0.0 16.94 9.894 K Factor= 5.39 20 19.01 1.049 1T 5.0 1.250 11.005 K Factor @ node EQ05 to 120.0 1 E 2.0 7.000 0.217 4 19.01 0.1183 0.0 8.250 0.976 Vel= 7.06 0.0 19.01 12.198 K Factor= 5.44 21 20.42 1.049 IT 5.0 1.250 12.470 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.217 22 20.42 0.1352 0.0 8.250 1.115 Vel= 7.58 22 0.0 1.38 0.0 8.000 13.802 to 120.0 0.0 0.0 0.0 23 20.42 0.0356 0.0 8.000 0.285 Vel = 4.38 23 20.63 1.61 2E 8.0 3.850 14.087 to 120.0 IT 8.0 16.000 0.325 7 41.05 0.0611 0.0 19.850 1.212 Vel= 6.47 0.0 41.05 15.624 K Factor= 10.39 24 20.63 1.049 1 T 5.0 1.250 12.733 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.217 23 20.63 0.1378 0.0 8.250 1.137 Vel = 7.66 0.0 20.63 14.087 K Factor= 5.50 25 16.06 1.049 2E 4.0 4.690 8.028 K Factor @ node EQ03 to 120.0 0.0 4.000 0.217 26 16.06 0.0868 0.0 8.690 0.754 Vel = 5.96 26 15.00 1.38 1 E 3.0 7.760 8.999 K Factor @ node EQ06 to 120.0 0.0 3.000 0.0 27 31.06 0.0772 0.0 10.760 0.831 Vel= 6.66 27 16.86 1.61 1 E 4.0 12.670 9.830 to 120.0 0.0 4.000 0.0 28 47.92 0.0814 0.0 16.670 1.357 Vel = 7.55 28 17.90 1.61 0.0 10.000 11.187 to 120.0 0.0 0.0 0.0 29 65.82 0.1463 0.0 10.000 1.463 Vel = 10.37 29 19.06 1.61 IT 8.0 4.890 12.650 to 120.0 0.0 8.000 0.0 9 84.88 0.2343 0.0 12.890 3.020 Vel = 13.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 9 CREC International Magnet School Date 314/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit, or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 84.88 15.670 K Factor= 21.44 30 16.86 1.049 IT 5.0 1.170 8.839 K Factor @ node EQ03 to 120.0 ( 1 E 2.0 7.000 0.217 27 16.86 0.09.47 0.0 8.170 0.774 Vel= 6.26 0.0 16.86 9.830 K Factor= 5.38 31 17.90 1.049 1T 5.0 2.500 9.964 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 28 17.9 0.1059 0.0 9.500 1.006 Vel = 6.64 0.0 17.90 11.187 K Factor= 5.35 32 19.06 1.04911 1T 5.0 2.500 11.302 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 29 19.06 0.1191 0.0 9.500 1.131 Vel = 7.08 0.0 19.06 12.650 K factor= 5.36 33 17.75 1.049 2E 4.0 8.780 9.805 K Factor @ node EQ03 to 120.0 0.0 4.000 0.217 34 17.75 0.1043 0.0 12.780 1.333 Vel = 6.59 34 18.08 1.38. 0.0 8.000 11.355 to 120.0 0.0 0.0 0.0 35 35.83 0.1008 0.0 8.000 0.806 Vel = 7.69 35 18.72 1.61 0.0 7.760 12.161 to 120.0 ', 0.0 0.0 0.0 36 54.55 0.1034 0.0 7.760 0.802 Vel= 8.60 36 19.70 1.61 1T 8.0 7.130 12.963 K Factor @ node EQ01 to 120.0 + 0.0 8.000 0.0 10 74.25 0.1829 0.0 15.130 2.767 Vel = 11.70 0.0 74.25 15.730 K Factor= 18.72 37 18.08 1.049 1T 5.0 2.010 10.166 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 34 18.08 0.1079 0.0 9.010 0.972 Vel= 6.71 0.0 18.08 11.355 K Factor= 5.37 38 18.72 1.049 1T 5.0 2.010 10.906 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 35 18.72 0.11.52 0.0 9.010 1.038 Vel= 6.95 0.0 18.72 12.161 K Factor= 5.37 39 20.63 1.049 1 T 5.0 1.670 13.240 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 40 20.63 0.1378 0.0 8.670 1.195 Vel = 7.66 40 0.0 1.38 0.0 7.590 14.652 to 120.0 0.0 0.0 0.0 41 20.63 0.0362 0.0 7.590 0.275 Vel = 4.43 41 20.83 1.61 IT 8.0 3.610 14.927 to 120.0 0.0 8.000 0.0 8.. 41.46 0.0622 0.0 11.610 0.722 Vel = 6.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 10 CREC International Magnet School Date 3/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/F:t Eqv. Ln. Total Pf Pn 0.0 41.46 15.649 K Factor= 10.48 42 20.83 1.049 IT 5.0 1.670 13.494 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 41 20.83 0.1403 0.0 8.670 1.216 Vel = 7.73 0.0 20.83 14.927 K Factor= 5.39 43 21.26 1.049 1T 5.0 1.170 14.059 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 44 21.26 0.1457 0.0 8.170 1.190 Vel = 7.89 44 0.0 1.61 2E 8.0 4.620 15.466 to 120.0 IT 8.0 16.000 0.0 11 21.26 0.0181 0.0 20.620 0.373 Vel = 3.35 0.0 21.26 15.839 K Factor= 5.34 45 21.77 1.049 1T 5.0 1.670 14.741 K Factor @ node EQ03 to 120.0 , 1 E 2.0 7.000 0.217 46 21.77 0.15.21 0.0 8.670 1.319 Vel = 8.08 46 0.0 3.26 2E 18.815 8.860 16.277 to 120.0 : 0.0 18.815 0.0 47 21.77 0.0006 0.0 27.675 0.017 Vel = 0.84 47 21.77 3.26 0.0 8.000 16.294 to 120.0 . 0.0 0.0 0.0 48 43.54 0.0022 0.0 8.000 0.018 Vel= 1.67 48 21.78 3.26- 0.0 7.570 16.312 to 120.0 0.0 0.0 0.0 49 65.32 0.0046 0.0 7.570 0.035 Vel = 2.51 49 21.55 4.26. 0.0 1.680 16.347 to 120.0 0.0 0.0 0.0 12 86.87 0.0618 0.0 1.680 0.003 Vel= 1.96 0.0 86.87 16.350 K Factor= 21.48 50 21.77 1.049 1T 5.0 1.750 14.745 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 47 21.77 0.1522 0.0 8.750 1.332 Vel = 8.08 0.0 21.77 16.294 K Factor= 5.39 51 21.78 1.049 1T 5.0 1.750 14.762 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 48 21.78 0.1523 0.0 8.750 1.333 Vel = 8.09 0.0 21.78 16.312 K Factor= 5.39 52 21.55 1.049 1T 5.0 0.500 15.525 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 49 21.55 0.1495 0.0 5.500 0.822 Vel = 8.00 0.0 21.55 16.347 K Factor= 5.33 A Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 5 l �'t7.11►I� G��iyi �.�,��r,,•� hi:. 7.� t% �10 2311t9 . . . _ Fire Protection by Computer design NORTHEAST FIRE SYSTEMS, LLC 140 UNION STREET VERNON, CT 06066 860-896-7447 Job Name CREC International Magnet School Building; Main Floor Location South Windsor, Connecticut System Contract Data File Main Level AREA 3.wxf f Computer programs by H.ydratec Inc. Route 111 Windham N.H.USA 03087 NORTHEAST FIRE SYSTEMS, LLC Page 1 CREC International Magnet School Date 3/4/13 Hydraulic Design Information Sheet Name - CREC International Magnet School Date - 3/ 4/13 On South Windsor, eonnecticut Building - Main Floor System No. - Contractor - HHS Mechanical Contractors Contract No. - Calculated By - WHC Drawing No. - FP- 112 Construction: ( ) Combustib le (*) Non-Combustible Ceiling Height - 9'-61, Occupancy - Educational. S (*) NFPA 13 (*) Lt. Ha z. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex. Haz. y ( ) NFPA 231 ( ) NFPA 2 31C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Oper ation - 1500 System Type Sprinkler/ Nozzle Density I - 0.10 (*) Wet Make Victa ulic D Area Per Sprinkler - 150 ( ) Dry Model V380 2 E Elevation at Highest 0 utlet - 231-6" ( ) Deluge Size 1/211 S Hose Allowance - �nsid e - ( ) Preaction K-Factor 5 .6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.15 5 G Hose Allowance - putsi de - 100 N x Note t Calculation Flow Required - 436.222 Press Required - 72.5847 At Node TEST Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Rese rvoir: A Date of Test - 11/29/ 12 Cap. - T Time of Test - 100 PM Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 80 Elev. - Well Flow - 1360 Proof Flow S Elevation - 0? -0" U P Location - Chapel Road P L Source of Information - HHS Mechanical Contractors, Inc. y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) En cap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) No n T A ( ) Mult. Row. '< ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal t Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 vvaUli OUppiy L.uivt! k, NORTHEAST FIRE SYSTEMS, LLC Page 2 CREC International Magnet School Date 3/4/13 City Water Supply: Demand: C1 -Static Pressure : 85 D1 -Elevation 10.360 C2- Residual Pressure: 80 D2-System Flow : 3136.222 C2- Residual Flow 1360 D2-System Pressure 72.585 Hose( Demand) : 1 0 D3-System Demand : 4 6.222 Safety Margin 1 .805 150 140 130 p 120 R 110 E 100 S 90 2 S 80 D2 U 70 R 60 D E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N^ 1.85) Computer Proarams by Hvdratec Inc. Route ill Windham N.H.USA 03087 rnuriys uSeca Ournrnaiy NORTHEAST FIRE SYSTEMS, LLC Page 3 CREC International Magnet School Date 3/4/13 Fitting Legend Abbrev. Name '/2 '/ 1 1% 1'/2 2 2'/ 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 Avc Alarm Vic 751 0 0 0 0 3 9 8 17 0 21 0 22 50 0 0 0 0 0 0 0 B. NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 '"Fsp" Flow Switch Potter.VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 1 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Proarams by Hvdratec Inc. Route 111 Windham N.H.USA 03087 Pressure / Flow Summary- STANDARD NORTHEAST FIRE SYSTEMS, LLC Page 4 CREC International Magnet School Date 3/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. DP01 23.5 5.6 7.17 na 15.0 0.1 150 7.0 EQ01 24.42 7.0 na DP02 23.5 5.6 7.17 na 15.0 0.1 150 7.0 EQ02 24.42 7.23 na DP03 23.5 5.6 R 12.25 na 19.6 0.1 196 7.0 EQ03 24.42 12.59 na 53 23.92 K=K @ EQ03 12.59 na 19.6 54 23.92 15.0 na 55 23.92 16.81 na 56 23.92 18.26 na 57 23.92 20.33 na 58 23.92 20.51 na 59 22.67 24.54 na 60 23.92 30.42 na 61 23.92 35.04 na 14 23.92 36.21 na 15 23.92 37.99 na 16 21.0 39.73 na 11 21.0 43.57 na TOR 8.5 56.51 na BOR 2.0 60.98 na BKFL 2.0 71.07 na 17 7.0 68.99 na HOSE 7.0 69.37 na 100.0 TEST 0.0 72.58 na 62 24.42 K K @ EQ03 13.68 na 20.42 63 24.42 K=;K @ EQ01 15.3 na 22.18 64 24.42 K K @ EQ01 16.66 na 23.14 65 24.42 K=K @ EQ03 13.79 na 20.51 66 23.92 16.64 na 67 23.92 17.99 na 68 23.92 20.25 na 69 23.92 20.25 na 70 23.92 20.25 na 71 23.92 20.29 na 72 23.92 20.31 na 73 24.42 K=K @ EQ03 15.18 na 21.52 74 24.42 K=;K @ EQ01 16.38 na 22.95 75 24.42 K=K @ EQ03 13.99 na 20.65 76 23.92 16.85 na 77 23.92 17.95 na 78 24.42 K=K @ EQ03 15.4 na 21.67 79 24.42 K=K @ EQ01 16.36 na 22.93 80 23.92 K K @ EQ01 17.72 na 23.87 _ 81 23.92 K=_X @ EQ02 18.76 na 24.17 82 24.42 K=.K @ EQ01 17.75 na 23.88 83 23.92 19.59 na 84 24.42 K=K @ EQ01 17.8 na 23.92 85 23.92 19.52 na 86 23.92 K=K @ EQ01 19.14 na 24.81 The maximum velocity is 13.45 and it occurs in the pipe between nodes 56 and 57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 NORTHEAST FIRE SYSTEMS, LLC Page 5 CREC International Magnet School Date 3/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP01 15.00 1.049 1 E 2.0 0.920 7.175 K Factor=5.60 to 120.0 0.0 2.000 -0.398 EQ01 15.0 0.0760 0.0 2.920 0.222 Vel = 5.57 0.0 15.00 6.999 K Factor= 5.67 DP02 15.00 1.049 1 T 5.0 0.920 7.175 K Factor=5.60 to 120.0 0.0 5.000 -0.398 - EQ02 15.0 0.07,64 0.0 5.920 0.452 Vel= 5.57 0.0 15.00 7.229 K Factor= 5.58 DP03 19.60 1.049 1T 5.0 0.920 12.250 K Factor=5.60 to 120.0 - 0.0 5.000 -0.398 EQ03 19.6 0.1253 0.0 5.920 0.742 Vel = 7.28 0.0 19.60 12.594 K Factor= 5.52 53 19.60 1.049 2E 4.0 15.170 12.594 K Factor @ node EQ03 to 120.0 . 0.0 4.000 0.0 54 19.6 0.1254 0.0 19.170 2.403 Vel = 7.28 54 20.42 1.38 2E 6.0 8.670 14.997 to 120.0 , 0.0 6.000 0.0 55 40.02 0.1205 0.0 14.670 1.812 Vel = 8.58 55 22.18 1.61 0.0 11.040 16.809 to 120.0 0.0 0.0 0.0 56 62.2 0.13,18 0.0 11.040 1.455 Vel = 9.80 56 23.14 1.61t• 1T 8.0 0.730 18.264 to 120.0 � 0.0 8.000 0.0 57 85.34 0.2367 0.0 8.730 2.066 Vel = 13.45 57 185.62 4.26 0.0 10.000 20.330 to 120.0 0.0 0.0 0.0 58 270.96 0.0175 0.0 10.000 0.175 Vel = 6.10 58 65.26 4.26 7E 92.17. 41.440 20.505 to 120.0 0.0 92.170 0.541 59 336.22 0.0262 0.0 133.610 3.496 Vel = 7.57 59 0.0 4.26i 7E 92.17 126.820 24.542 to 120.0 IT 26.334 118.504 -0.541 60 336.22 0.0262 0.0 245.324 6.419 Vel= 7.57 60 0.0 4.26- 5E 65.835 84.610 30.420 to 120.0 " IT 26.334 92.169 0.0 61 336.22 0.0262 0.0 176.779 4.624 Vel = 7.57 61 0.0 4.26 2E 26.334 18.180 35.044 to 120.0 0.0 26.334 0.0 14 336.22 0.0262 0.0 44.514 1.165 Vel = 7.57 14 0.0 4.26 3E 39.501 28.720 36.209 to 120.0 0.0 39.501 0.0 15 336.22 0.0262 0.0 68.221 1.785 Vel = 7.57 15 0.0 4.26 1 E 13.167 4.870 37.994 to 120.0 ; 0.0 13.167 1.265 16 336.22 0.0262 0.0 18.037 0.472 Vel = 7.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 6 CREC International Magnet School Date 3/4113 Hyd. Qa Dia.: Fitting Pipe Pt Pt Ref. "C". or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 16 0.0 4.26 1 E 13.167 3.000 39.731 to 120.0 1 Bvcb 15.8 28.967 3.000 ** Fixed Loss=3 11 336.22 0.0262 1Fsp 0.0 31.967 0.836 Vel= 7.57 J1 0.0 4.26 12E 158.005 114.110 43.567 to 120.0 ' 3F 15.8 173.805 5.414 TOR 336.22 0.0262 0.0 287.915 7.532 Vel= 7.57 TOR 0.0 4.26_ 1 E 13.167 6.500 56.513 to 120.0 * 1Avc 27.651 56.618 2.815 BOR 336.22 0.0262 1 B 15.8 63.118 1.652 Vel= 7.57 BOR 0.0 6.357 1 E 17.603 6.000 60.980 to 120.0 0.0 17.603 10.000 ** Fixed Loss= 10 BKFL 336.22 0.0037 0.0 23.603 0.088 Vel= 3.40 BKFL 0.0 6.357 1 E 17.603 7.000 71.068 to 120.0 . 0.0 17.603 -2.166 17 336.22 0.0037 0.0 24.603 0.092 Vel = 3.40 17 0.0 8.27 4F 56.936 360.000 68.994 to 140.0 . 2G 12.652 124.942 0.0 HOSE 336.22 0.0008 1T 55.354 484.942 0.377 Vel= 2.01 HOSE 100.00 12.34� 0.0 1015.000 69.371 Qa= 100 to 140.0 i 0.0 0.0 3.032 TEST 436.22 0.0002 0.0 1015.000 0.182 Vel = 1.17 0.0 436.22 72.585 K Factor= 51.20 62 20.42 1.049 1T 5.0 1.170 13.675 K Factor @ node EQ03 to 12 0.0 ti 1 E 2.0 7.000 0.217 54 20.42 0.1353 0.0 8.170 1.105 Vel = 7.58 0.0 20.42 14.997 K Factor= 5.27 63 22.18 1.049 1T 5.0 1.170 15.305 K Factor @ node EQ01 to 120.0 1 E 2.0 7.000 0.217 55 22.18 0.1575 0.0 8.170 1.287 Vel= 8.23 0.0 22.18 16.809 K Factor= 5.41 64 23.14 1.049 1T 5.0 1.170 16.655 K Factor @ node EQ01 to 120.0 1 E 2.0 7.000 0.217 56 23.14 0.1704 0.0 8.170 1.392 Vel = 8.59 0.0 23.14 18.264 K Factor= 5.41 65 20.51 1.049 2E 4.0 15.330 13.790 K Factor @ node EQ03 to 120.0 0.0 4.000 0.217 66 20.51 0.1363 0.0 19.330 2.635 Vel = 7.61 66 21.52 1.38( 0.0 10.000 16.642 to 120.0 0.0 0.0 0.0 67 42.03 0.1353 0.0 10.000 1.353 Vel = 9.02 67 22.95 1.61 IT 8.0 7.770 17.995 to 120.0 0.0 8.000 0.0 68 64.98 0 14.29 0.0 15.770 2.253 Vel = 10.24 :68 0.0 4.26 0.0 1.670 20.248 to 120.0 .1 0.0 0.0 0.0 69 64.98 0.06,12 0.0 1.670 0.002 Vel= 1.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NORTHEAST FIRE SYSTEMS, LLC Page 7 CREC International Magnet School Date 3/4/13 Hyd. Qa Dias, Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 69 23.92 4.26 0.0 1.170 20.250 to 120.0 - 0.0 0.0 0.0 70 88.9 0.0026 0.0 1.170 0.003 Vel = 2.00 70 24.80 4.2& 0.0 9.360 20.253 to 120.0 0.0 0.0 0.0 71 113.7 0.0035 0.0 9.360 0.033 Vel = 2.56 71 48.04 4.26} 0.0 4.140 20.286 to 120.0 a 0.0 0.0 0.0 72 161.74 0.0008 0.0 4.140 0.028 Vel = 3.64 72 23.88 4.26. 0.0 1.830 20.314 to 120.0 0.0 0.0 0.0 57 185.62 0.0N7 0.0 1.830 0.016 Vel = 4.18 0.0 185.62 20.330 K Factor= 41.17 73 21.52 1.049 1T 5.0 1.330 15.184 K Factor @ node EQ03 to 120.0 _; 1 E 2.0 7.000 0.217 66 21.52 0.1490 0.0 8.330 1.241 Vel= 7.99 0.0 21.52 16.642 K Factor= 5.28 74 22.95 1.049 1 T 5.0 1.330 16.380 K Factor @ node EQ01 to 120.0 1 E 2.0 7.000 0.217 67 22.95 0.1678 0.0 8.330 1.398 Vel = 8.52 0.0 22.95 17.995 K Factor= 5.41 75 20.65 1.04; 2E 4.0 15.170 13.985 K Factor @ node EQ03 to 120.0 ' 0.0 4.000 0.217 76 20.65 0.1381 0.0 19.170 2.648 Vel = 7.67 76 21.68 1.38 0.0 8.000 16.850 to 120.0 0.0 0.0 0.0 77 42.33 0.1370 0.0 8.000 1.096 Vel = 9.08 77 22.93 1.61 IT 8.0 9.770 17.946 to 120.0 . 0.0 8.000 0.0 58 65.26 0.1440 0.0 17.770 2.559 Vel = 10.28 0.0 65.26 20.505 K Factor= 14.41 78 21.67 1.04.9 IT 5.0 1.170 15.400 K Factor @ node EQ03 to 120.0 1 E 2.0 7.000 0.217 76 21.67 0.1509 0.0 8.170 1.233 Vel = 8.04 0.0 21.67 16.850 K Factor= 5.28 79 22.93 1.049 1T 5.0 1.170 16.360 K Factor @ node EQ01 to 120.0 1 E 2.0 7.000 0.217 77 22.93 0.1676 0.0 8.170 1.369 Vel = 8.51 0.0 22.93 17.946 K Factor= 5.41 80 23.87 1.04.9 0.0 5.770 17.720 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 81 23.87 0.1804 0.0 5.770 1.041 Vel = 8.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 'NORTHEAST FIRE SYSTEMS, LLC Page 8 r CREC International Magnet School Date 314/13 Hyd. Qa Dia.`; Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 81 24.16 1.38 1T 6.0 2.810 18.761 K Factor @ node EQ02 to 120.0 0.0 6.000 0.0 71 48.03 0.1731 0.0 8.810 1.525 Vel= 10.30 0.0 E 48.03 20.286 K Factor= 10.66 82 23.88 1.049 IT 5.0 2.000 17.745 K Factor @ node EQ01 to 120.0� 1 E 2.0 7.000 0.217 83 23.88 0.1507 0.0 9.000 1.626 Vel= 8.86 83 0.0 1.38 1 T 6.0 9.270 19.588 to 120.0,i 0.0 6.000 0.0 72 23.88 0.0475 0.0 15.270 0.726 Vel= 5.12 0.0 23.88 20.314 K Factor= 5.30 84 23.92 1.049 1T 5.0 1.330 17.797 K Factor @ node EQ01 to 120.0 1 E 2.0 7.000 0.217 85 23.92 0.1812 0.0 8.330 1.509 Vel= 8.88 85 0.0 1.38 IT 6.0 9.270 19.523 to 120.0 0.0 6.000 0.0 69 23.92 0.06 0.0 15.270 0.727 Vel = 5.13 47 0.0 23.92 F 20.250 K Factor= 5.32 86 24.81 1.049 1T 5.0 0.730 19.142 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 70 24.81 0.1939 0.0 5.730 1.111 Vel = 9.21 0.0 24.81 20.253 K Factor= 5.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087