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HomeMy WebLinkAbout40 Kennedy Road - Building Plans &amp; Drawi (6) N 1 20 19 18 17 16 15 (D o � 0 A - - YP8 W12 � 0 co _ co" co' I98 ^ W12 YP8 W12LLJ a TO 1 - 1M' ' -__ :. p `L I «CC y'�' '+`7!` +� ry \/ F21f l— 121f• 24' 71f" I J 21f 21Ce 2Ye Ie II 1 y f,V+h oe G7 ty�] \i Z -0 2I4" 2K' 21f _ O -0 I -0 ii -0 r0 II -0 ii -0 ! -0 -0 .. B S g112 S ^� ( �� �I / j I ig �I / �I ICI / lii ,� .. `. • Y _ . � Y _.. `. • Y _ Y —. Y _ • Y _ Y Y � .. Y - _..�. • Y __.. .. Y • Y • Y ' T • Y • Y � �� • Y � �J_ _ n n — 1• o i o __ , 0 1 o I , o I 1 o I 1 o I t o I 1 I 1" o I I l•. 1 1 o , o 1 0 _ �, o o \/ — i Yt'12 T n m m ( I m m I m n. Y O yT� Y I \ L.A N" y+ $ J 1[12 _ _ I o O Ii A \/ II �� Lill I a W12 5120 511 LO 5110 R, i Y Y Y Y • N $ • I T` B 30� AS 7 0 A6 [15 4]� p�A A4 6• C11 177 I \� B W12 � co •\/ 5106 �, Si19 S114� 5109 —,, - •- B i �8 e� �3' BB + °r I {�+ {ar +k 'r 17-5 3' J� 3 3" JQ JQ J ly,• J� 2• J I J� J2 I J 12Y J JQ 5318 S S113 S 5108 S 5104 S - O O O B T12 M — T 'x 77 I I _b, ^o o in ,n 0 1. 1 ,• 1 . 7• i' . 1" 1• �• �. �. �. I-I I�--II 1 1 1 I-I _o f-I I-I � 'a LJ Wlz LJ LJ _f8 Z' 2-0 "cc _ 2� CN 2 J 2 2 J z� r d 2=0 r� 2- mac` 0 2 ac 2- zoo 2� S S � 5117 S112 S107 5103 1� 1� 1� ," ,� ,� I „' I' 1/ °' 1�m 7• ,n 7• ,n :n .n ,n .n :n ua n - hlJ G T n 7. i. 7. 7. I 1• is 1. � 1. 7. 7. L o o � o I II o II b o 8 9f12 —jIIIS T o W12 ti W8 5111 S W12 5106 S 7 S 7 S u u I _ 5102 o s101 L=OS+1 7'5"1___. C Ll I HYDRAULIC CALC AREA 1 I TMSYSTMD TYPE: DRY I LOCATION: UNDER GRATING AA7.AR0 TYPE.: ORDINARY $ G DRSIGN CR,TERrA: .20 GPM/FTEOVER 1950FTe MAX. AREA/SPACING: i3OFTE/ 15FTTA N U er Level ) A I SYSTEM DEMAND: 924GPM 055.9PSI AT SRC I re tiprinkler LaaFout tip L--------------------J FP 1 SCALE: 1/8" = 1 '-0" FP 1 20 19 18 17 16 15 a 0 I —lN o i B J. 2 d o •t7 Q t7 0 J x '• N� ,-o [13-3] 0 m 7 2 41 CV � 6 e [10-4] Na O� 2 UJQ [12-5] N ' JQ 2 d0� E12-51 No Q u JQ C9 2 e 2' 2" a 2" 2' 6-4 2' 2" 2 8-6 2• 2• 2• 2' 2• 2 Ell-10 �i I �i [13-8] �4 _ _ i _ I O SR1 � • SR1 � PIP SLOPE DOIPN SR1 I� PIPE SLOP DN • JQ Q C z z O U Fire %Sprinkler Layout ( Lower Level ) A FP 1 SCALE: 1/8" = 1 '-011 FP 1 19 18 17 16 15 --- -... r- I - _ D ��-D D D I I LELBOW I 1 •1 I Y } N N DRUM DRIP N AUX. DRAIN DRUM DRIP EL_ 0'-P' FiH. FIDO.R Q Hre S &-% rinkler SeLcAion 'Vlew A �� z SCALE: 1/8" = 1 '-01f COMPASS NO. DATE BY REVISION DESCRIPTION SYMBOL LEGEND SPRINKLERS HEAD LEGEND JOB INFORMATION - -- - ---- —1. All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings, the following items are to be provided: SYMBOL DESCRIPTION and installation by the sprinkler contractor. - Head Cabinet, spare heads and head wrench per NFPA 13 2. All dimensions shown are:CENTER TO CENTER - Provisions for flushingconnections and draining of all pipe QQ HYDRAULIC REFERENCE POINT SYMBOL QTY. ORIENTATION FINISH TEMP K-FACT NPT MANUFACT. MODEL# RESPONSE ESCUTCHEON I SPRINKLER NOTE SIN# CONTRACTOR:9 P P FED EX GROUND PACKAGE SYSTEM LO e e� 3. High temperature heads are to be field installed where required. - Inspector's test connection shall be provided for each system C 7 ELEVATION BELOWTOPOFSTEEL ® 109 UPRIGHT BRASS 155 8.0 3/4 VICTAULIC V3401 STANDARD NONE V3401 PO BOX 108 4. All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates & NFPA 13 required signs E. 8] ELEVATION ABOVE FINISHED FLOOR 6 PITTSBURGH, PA 15230 Fed Ex Conveyor System 5. Gridded wet systems shall provide a relief valve per NFPA 13. Q 31 UPRIGHT BRASS 155 8.0 3/4 VICTAULIC V3401 STANDARD MODELV34 WATER SHIELD V3401 40 Kennedy Road (TOS 20-0) ELEVATION OF TOP OF STEEL _ _ _ ■ ■ 6. All new piping is t0 ps hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the J0- CEILING HEIGHT CONSTRUCTION: NON-COMBUSTIBLE BLDG. HEIGHT: VARIES South Windsor, CT — for2hours, or at5opsiinexcessofthemaximumpressure, building protected awett es sprinkler stem and for all water filledsu I f COMPUTERGENERATEOHANGER 15 INDUSTRIAL PARK PLACE, MIDDLETDWN, CT 06457 when the maximum pressure to be maintained is in excess of 150psi. g p Y type P Y supply pipe, 7. A quick opening device is required when dry system volume exceeds valves and system risers to dry type systems. - ®-/$ PIPERISEUP OCCUPANCY: PACKAGE SORTING FACILITY SYSTEM TYPES: DRY 500 gallons per NFPA 13. Air pressure shall be maintained on all dry type systems by an approved automatic air - ® /� PIPETURNSDOWN PH:860-632-8053 FAX.B60-632-8054 8. NFPA 13, 13D, 13R, 14, 20, 22, 24, 25, 170, 230 apply as required. compressor or plant air system specifically approved for and capable of automatically WWW�MAC K LL FI R E C❑M pp y q maintaining the required air pressure. - �- PIPE DESIGNER: Brian Sargent Q 7 PIPE GROOVED COUPUNGSBFNTINGS AHJ: LOCAL FIRE MARSHAL DATE: 4-4-2013 PHONE: 81i0-632-8053U. .� 01 1 EIPE MAIN ANDLINE LISTING TAGS 140 TOTAL SPRINKLERS THIS SHEET EMAIL: sargent@.mackfire.com SCALE: %" = 1'-01, ] LICENSES: 7:171 -40291 MA:90-120494 RI:000347 I_ 15 14 13 12 11 10 FF I _, _, _, M W _,CL Z Z 12-0 h Lrro ME -- -- -- —I— -- -- -- -- -- — —I -- —I— -- -- —I— -- —I— -- -- m m m m m m m m m m z ♦ + e '�' Its ♦ }� - � ♦ '�' � e + I ilkil e } � e + f � e + / � I e 1 .��1. a •^ `iy. (f 7 � F r I ,'at JQ ,�•�. Q,� ,�+�, ,^� ul B .14 -BS ��" ? �^�' 63I 16] QJQ �l4 �`� I I �`� D \44 [17-6 I l ` 2Y .... ____. 2� ? I IIII& r-t" Z1ST J �� 1J511 J 2>fi I J 2Jf' —I l l -�7J£ �Df B2 J 1 Bl V� I Zl£ R Q �IIIIII 4 b � - IJ � L � ^ �' J J: 2,� ... JQ �I 12� :. �' °Q I � Q 2,� Q 1 2� I q — N2� - " --�-IWI zz ,•I ,,, ,•I �'G-.1 ,.I - ,-I - ,./ �6..J ./ ��.J ./ �I'I�.J .i �;�.J \ ./ ;;;�I •j •I ��_�-L I `�'- / / I - I I '® / �'dl 1 - 0 1 fifi o 7 66 0 1-a o 1 0 - o S20 0 5206 o S205 0 5204 p S203 - o S202 Ol 02 0 03 0 04 0 OS o " ' 5406 0 0 o ,' 0 1• o -- 1• ou S203 7 I _ 1-0 1-0 1-0 —0 1 -0 --------------------� r------_----------=--� HYDRAULIC CALC AREA 2 I I HYDRAULIC CALC AREA 4 SYSTEM TYPE: DRY I L18— I SYSTEM TYPE: DRY LOCATION: UNDER BUTPERIT.YS & SORTER I I I LOCATION: UNDER BUTPERF7.YS & SORTER RA7ARD TYPE: ORDINARY 2 i S ,• S HAVARD TYPE: ORDINARY 2 -._ .. ......- ..____ I DFSrr.N CRITERIA ,20 GPM/FTE OVER 7 HEADS I 1Z 12--0 I DESi(:N cRrrERrA: ,20 GPM/F1'E DYER 7 HEADS MAX.IAREA/SPACING: 190FTe/ 15FP I I MAX. AREA/SPACING: 130FPE/ 15FP I SYSTEM DEMAND: 442GPM ® 65.5PSI AT SRC I I SYSTEM DEMAND: 429GPM ® 55.BPSI AT SRC I O i I inkl (di � rh Fil 17 7J�] \ SCALE: 1/8" = V-01I 15 14 13 12 11 10 r M a N LL b 1 Q � 1 z o z O � d a O ' N z �/1 z - O r ° • N,rf JQ 2' iV 1 °`2' [ 7-2 ] JQ D-619 2• JQ �� I_ 2' ..2' _2' 2' 2' 2' .-2' 2' _ j[ 9-D f- 2' - 2' _2' 2- 2' 2' 2' 2' 2 2' 2- 1-1 �• c° 2- 2' [ -2 ] I ^� �, - I I ,-0 8-5 11 I -To � �� II 3 t 3- I I [ 7_2 ] i I I I I y �6 4 SF01 ^ S6 S603 F10 SF44 SFS SF66 S60 B------------ m l I HYDRAULIC CALC AREA 6 j N I ^ N n , TYPE: D I FP 2 IACATiON: UND CONVEYORS FP 2 U ^ U I Re7eun TYPE: 0 INARY 2 PIPE SLOPE DOi PIPE SLOPE DOYYDT / I .20 GPM/Ffe DYER 7 HEADS t-1 I /J /J I MAX. AREA SPA G: 190F1ie/ 15FT .y,`O +`� I SYSTEM DEMAND: 409GPM ® ".9PSI AT SRC m Q ti c1D ti V L------- ------------� + + [11-a J [ e-o ] 2' Q [ 8-0 ] ti 2' 2' 2• 4-9 2' 2 fl 2' 2' If .2• 2' 2 0-B 2' 2' 2Y 2' 2' 2• 2• 2' 2• 1 J� 2' N�� 2' ej� -8=11 e e -- — o Q ti 1/ 4 ... .... - . i ^o e - a ^C4 N o - SC33 : SC22 I SC11 •-76 S30 5304 ` u /J i I - II n '-o--' o U F-----------c---------fin o 9 u u c� I HYDRAULIC CALC AREA 3 I FPS SYSTEM TYPE: DRY FP 2 LOCATION: UNDER CONVEYOR STAIRS TO RA7.ARD TYPE ORDINARY 2 DESIGN CRITERIA .20 GPM/W OVER 7 HEADS MEZZANINE'. _.__ I MAX. AREA/SPACING: 190ETE/ 15FP I SYSTEM ➢EMAND: 411GPM ® 56.9PSI AT SRC I _ I I -r �= = ® 1 SCALE: 1/8" = 1 I-01I 15 14 13 12 11 10 -- I, ): J '" - I —Wit.-3:. Y�.�• _... _ —� —Y _ r . .._..._,., , -__— . 110-y .L I �e e SR2-5 011 _ EL 9•-4. ] C DRUM DRIP DRUM DRIP DRUM Fire SCALE: 1/8" = V-0" 15 14 13 12 11 10 _ _ ___ -. __ _- __ _ JI_ _ _-- ___ _ -- _ ___ _ - . I 3 11 L11' ELBOTV iP ELBOW] 3 r DRUM DRIP DRUM DRIP `DRUM DRIP `DRUM DRIP ¢�9L oGa Firtj 0� _ prinkler Zjuutiul I VIV U SCALE: 1/8" = 11-011 DOMPASS NO. DATE BY REVISION DESCRIPTION SYMBOL LEGEND SPRINKLERS HEAD LEGEND JOB INFORMATION ' 1. All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings, the following items are to be provided: "- ` _ - ---- -' -""- `" — - -�� and installation by the sprinkler contractor. - Head Cabinet, spare heads and head wrench per NFPA 13 SYMBOL DESCRIPTION 2.All dimensions shown are:CENTER TO CENTER - Provisions for flushing connections and draining of all pipe QQ HYDRAULIC REFERENCE POINT SYMBOL QTY. ORIENTATION FINISH TEMP K-FACT NPT MANUFACT. MODEL# RESPONSE ESCUTCHEON/SPRINKLER NOTE SIN# CONTRACTOR: FED EX GROUND PACKAGE SYSTEM LO 3. High temperature heads are to be field installed where required. - Inspector's test connection shall be provided for each system Ele�•7 ELEVATION BELOW TOP OF STEEL O 115 UPRIGHT BRASS 155 8.0 3/4 VICTAULIC V3401 STANDARD NONE V3401 PO BOX 108 i= 4.All pipes and hangers are to be installed per NFPA 13. - Hydraulic identification plates &NFPA 13 required signs [�-A3 ELEVAT10N ABOVE FINISHED FLOOR c PITTSBURGH, PA 15230 Fed Ex Conveyor Systel n 2 UPRIGHT BRASS 155 8.0 3/4 VICTAULIC V3401 STANDARD MODEL V34 GUARD V3401 LL 5. Gridded wet systems shall provide a relief valve per NFPA 13. (ros zo-o) ELEVATION OF TOP OF STEEL OS 40 Kennedy RoadN 6.All new piping is to be hydrostatically tested at not less than 200psi o- CEILING HEIGHT Q 7 UPRIGHT BRASS 155 8.0 3/4 VICTAULIC V3401 STANDARD MODELV34 WATER SHIELD V3401 CONSTRUCTION: NON-COMBUSTIBLE BLDG. HEIGHT: VARIES for 2 hours, or at 50psi in excess of the maximum pressure, it is the building owners responsibility to provide adequate heat for all areas in the South Windsor CT building protected by a wet type sprinkler system and for all water filled supply pipe, �- COMPUTER GENERATED HANGER � ___...__-_.___.__.—_._._...._.....,._._.. when the maximum pressure to be maintained is in excess of 150psi. 5 INDUSTRIAL p 1 IN TRIAL PARK PLACE MIDDLETDWN CT 0645 valves and system risers to dry type systems, -�-/-�}- PIPERISEUP 7 7.A quick opening device is required when dry system volume exceeds OCCUPANCY: PACKAGE SORTING FACILITY SYSTEM TYPES: DRY 500 gallons per NFPA 13. Air pressure shall be maintained on all dry type systems by an approved automatic air - 3j /e PIPE TIIRNBDOWN PH.860•63 Z-8053 FAX•860•632-8054 p plant air system approved an capable o automatically 8. NFPA 13, 13D; 13R, 14, 20, 22, 24, 25, 170, 230 apply as required. compressor or stem specifically d f d blft till -�- PIPERISERNIPPLE WWW•MAC KFI RE•CO M maintaining the required air pressure. ] PIPE GROOVED COUPLINGS&FTFINGS AHJ: LOCAL FIRE MARSHAL DATE: 4-4-2013 DESIGNER: Brian Sargent PHONE: 860-6321, uo� A 01 IE N AND LINE LISTING TAGS O TOTAL SPRINKLERS THIS SHEET E-MAIL: sargent@.mackfire.com SCALE: %B" = 1'-0" LICENSES: CT:F1 -40Z91 MA:SC-1Z0494 RI:000347 'I I L I 1G 1 a �i �i ��i �i �i �i �i �i �i �i �i �i Wl2 r' r W12 W12 + . SO1� oe m m orb - V ti rS50! -- -- -- -- -- -- -- -- -- -- S 1S 33 S509 pi S 5513 3 S +, II W12 W12 W ♦ + ♦ + } !! ♦ + . � __. + ♦ + ``♦ ♦ • '1' pl o' � ♦ +-� _3 -r o Q Q Q� 1 Q ^ QT z1 Q Q II z Q I b II o atf -0 2tf W Ill O — a' zf of sx' 2T 21f ufu ( Wl� Y�12 ,,./ II . / _ 1 I % I a- �- - � —�. .- / / � � / ��' ^^ ^♦ +ti' � 5502 I S50 , 5510 i 5514 � \ ` ^O !O O I O O b •� 'LQ b y / Y b I moo• o, ^o, o, "o J ^o, o• o, ;y.- Q ^o, o, ^o, e ' 1 ^rt, 1 '- .` 1- -.�P. ._ ,1. -1' .11/ 11) � 1 •' won f^I I! � I^I II �ofrl �oT^I �ol^I �oT1 • 1 t i t .. 1 1 1 1 1 e l _ 2 2� t 2- \I:-12 2=a 2' 2= 22 I ! 2-4. 12-0 I 2= _ z-U J y.0 n I �I o I'. o I: 2-o n u W1 y q y -q. -q- y I �a o I; �o �o �o � �b �o I! �I � iz`r - ` -1=1 T71 - u -u? 12 -n.. � g=i wl � S S^ L- V] IIJ\ `'�. M ,n I--� U 1 1 / U 5503i 550 ! 5511 5515 L, r o vl a Il o w� o fi 1• 0 1• =— � I 1PP �12 o i o �� rs=�12 I�'', h �o xo WI k'aa 1' \ ' l 3 s_ W12 -- S ^ + 3 - } W12 S • + S ^`c'�12 5 S ♦ + .+ ^h+ W12 LO 4' 4- S+ 4' S+ 4• 1J iiJ 4• +k'+++ + S10 4- 1 - 12-0 3-0 -0— 12-0 1 0 12-0 12-0. +'+ + + 12-0 712 [14_8] W 12 E2 ' E3 C 14-8P 2 W12 +++++++++++++ W12 JQ 1 St17' -- ,.y '_ US+17'5' 1' S+P - '+1 ---------- o�♦ HYDRAULIC CALC AREA 5 j O I SYSTEM TYPE: DRY LOCATION: UNDER GRATING HAZARD TYPE® C O N T'D ON DWG F P-511 DESIGN CRITER�RD OA GPM/FTE OVER 1950FTe Z5 U er Level ) I MAX. AREA/SPACING: 130FTe/ 15FT I I SYSTEM DEMAND: 683GPM ® 56APSI AT SRCF I re w% rinkler Lai, #out ( SCALE: 1/8" = 1 '-0" 10 9 8 7 6 5 04 LL LL N'e6 0,0 O,6 0,0 O,6 O,b 2' .^+ p• 0�1 Oho off° off, off, Oho z 2• 2- 2' 2- 2' 2• 2' �2' l0 2- 2- 2• .-x 2• ^JQ 2' 2• 27_ 2' 1 2 1-? 0��2' °-9�j�o 2' z 2 2 z z z z O o 1 [ 8-5 -j I 1_° 9-1G/ 1_° o I [ 8_ ] �I 1 1 I Q I I 10_0 ^o-�'� 70=1 O o !Q O SR2-6 (01 1) �+ Pe G '0 m = E— O FP 3 0 FP3 , [ 8-0 ] 4+ ry+ N ry+ 2" UP Qry �� OQ r o [ 8-0 ] 1 OQ z. o o� [ 8-0 ] `2' u`l. O 2- 2- 2• 2• 2 2 ° 2• 2- 2• 2' _ 2' 2- 2- 2' a.1_ 2• 2' 2- 2' 2' I 1 I I N I 9 3 — �� I I I o 1_6 PIPE SLOP ry+ 2 • U 0 • O e Q FP 3 Q °-6 2- II II _ 2- II 2' 2' 2- 2• 2' 2' _ 2' 2 2- 2- 2• 9.0 2• 2• 2• 2• - FP 3 p -11 _ — 10 I 1 8 I Q ' ._ — I 1 4] i o �� o . . _ [ 7-t ] ( .�_8- T.O. PLAT I PIPE SLOPE DOWN �I'-6 1/4 PIPE OPE DN G 2 +o'o PIPE SLO DOWN Ile, II i ::. 1 T 4 � I G � i G � 1 1-5 ] 9_1 ®1 G FP 3 CONT'D ON DWG FP-5VAN U F i i i k he: r Ltly t ( Luo-mer L U� v E3 I ) FP 3 SCALE: 1/8" = 1 '-0" 10 9 8 7 6 5 551-3 (°O6) p ---c—.fir___ l- ( ,( . - ,dam_,.r_, T_.. `l f7' i - _� -�L='�i�•�. %\ " - - V_�TC3: ,-i - - -+..-1_` _ ;:i _ \,I I I LU.S. I I II LJI sip s (att> — Ol 1o'-to' SR2-5 077 rsy-e (azo) SR2-6 O77 saz-s (an) I.. 11 EL EL 9'-4" tz 9'-�' LA" jz] CP-1 1CP - , — EL. LDRUM DRIP LDRUM DRIP t' Fire za-% rinklu� r `% ,P%tion View D SCALE: 1/8" = 1 '-0" 10 9 8 7 6 5 SSI-3 (O66) I I p I I I -- _...--TR;�2. 1 DRUM DRIP `DRUM DRIP DRUM DR Fire S , rinkler 'View I SCALE: 1/8" = 1 '-0" 9 8 7 6 5 I I I I 10' to' EL Fifq PLOD- a d `-DRUM DRIP c, r� 2 9 O DRUM DRIP F i re Sprinkler d'E3ect10r% n 'View F Ilk SCALE: 1/8" = 1 '-0" F COMPASS NO. DATE BY REVISION DESCRIPTION SYMBOL LEGEND SPRINKLERS HEAD LEGEND JOB INFORMATION -- ----- - - ----- --- -- -- - - 1. All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings, the following items are to be provided: SYMBOL DESCRIPTION and installation by the sprinkler contractor. - Head Cabinet, spare heads and head wrench per NFPA 13 1 HYDRAULIC REFERENCE POINT SYMBOL CITY. ORIENTATION FINISH TEMP K-FACT NPT MANUFACT. MODEL# RESPONSE ESCUTCHEON SPRINKLER NOTE SIN# CONTRACTOR: r' 2. All dimensions shown are: CENTER TO CENTER - Provisions for flushing connections and draining of all pipe FED EX GROUND PACKAGE SYSTEM 3. High temperature heads are to be field installed where required. - Inspector's test connection shall be provided for each system C1e�7 ELEVATlONBELOWTOPOFSTEEL ® 123 UPRIGHT BRASS 155 8.0 3/4 VICTAULIC V3401 STANDARD NONE V3401 PO BOX 108 Fed EX C®nVeyOr System 4.All pipes and hangers are to be installed per NFPA 13. - Hydraulic identification plates & NFPA 13 required signs 1�1 ELEVATION ABOVE FINISHED FLOOR 6 PITTSBURGH, PA 15230 28 UPRIGHT BRASS 155 8.0 314 VICTAULIC V3401 STANDARD MODEL V34 WATER SHIELD V3401 5. Gridded wet systems shall provide a relief valve per NFPA 13. (TOS 20-0) ELEVATION OFTOP OF STEEL 40 Kennedy Road _ _ _ ■ N 6.All new piping is to be hydrostatically tested at not less than 200psi o® CEJUNGHEIGHT CONSTRUCTION: NON-COMBUSTIBLE BLDG. HEIGHT: VARIES for 2 hours, or at 50psi in excess of the maximum pressure, It is the building owners responsibility to stem a adequate heat for all areas in the SOUth WIndSOP C r� COMPUTER GENERATED HANGER r -------------___.-...--- when the maximum pressure to be maintained is in excess of 150 si. building protected by a wet type sprinkler system and for all water filled supply pipe, P P 15 INDUSTRIAL PARK PLACE, MIDDLETOWN, CT 06457 co valves and system risers to dry type systems. �-/�-- PIPE RISE UP 7. A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all d OCCUPANCY: PACKAGE SORTING FACILITY SYSTEM TYPES: DRY PH'860-632-8❑53 FAX'86❑-632-8❑54 LL 50D gallons per NFPA 13. P dry type systems by an approved automatic air 1�/r, PIPENRNSDOWN WWW,MAC KFI R E.C❑M compressor or plant air system specifically approved for and capable of automatically 8. NFPA 13, 13D, 13R, 14, 20, 22, 24, 25, 170, 230 apply as required. � PIPE RISER NIPPLE maintaining the required air pressure. Q ] PIPE GROOVED COUPUNGSBFTrnNGS DESIGNER: Brian Sargent PHONE: 860-632-8053 C AHJ: LOCALFIREMARSHAL DATE: 442013 LICENSES: 7:F1 -40291 MA:SC•120494 R1:000347 uml AlOt MAIN AND LINE LISTING 5 TOTAL SPRINKLERS THIS SHEET EMAIL: Sargent@.mackfire.com SCALE: %fie = 1'-0" : I i I ff t 2 W,t 2 TV t2 --�JB LL + + 0 3P12 ^ ^ Yd12 ^ ^ wi4 _ ^ ^ 3�i12 �«. «r«' '.+ y{12WR p 1 + S S 2' Ile 0 2' O Yf12 _ �12 \ _ 2' 1? z• 2• �. 8 z' z' a-o °_ 11t - _ o o - � ' o / �� / _. [20-1] - , c O � I 5 - 42 Qti SR1 II (OII ; )z P� 5� t;W42 1,2 W12 � '°' TOS+9f " - S+8,3" O W12 _ II 127W , 4Lzi- f R Tr i2 n +� 12 n s L-i u a. �Q o0 _I U-C, a - -— — yo yo �' 11erI r;:: e 3 ^LJ ^LJ CL LJ U LJ -LJ n pp I 1 TT lV o M if \712 i\. W12 12 CS W12 S 2 5 -_ W12 0 o W12 _ , ;- Li LJ TOS+12'7" A' 2_0 ,�' [20-1] 12-0 10-0 IY.ID co 2•` "' '2 + + m } 0-6 W12 t + 5�42 . } } SP42 e + 5 t + S �12 S 3 1+ z' iJ iQ "° i0 IJ to - o O� 4- 4' r 4' S+ 4' , s� 4' 4 + + + y+ 4' 4' 12-0 1 0 8 3- 1".0 12-0 ]1 0 9-B -4 ++ + r +7 0 12-0 15-10Ye N W12 W12 �12 W12 `+` « TZ +++ +« Y112 5 5�� lv J +1 1'0 '+1 _ - 1 +1 ' 1 0 SN1 _- JQ '+1J ' 4' 4' 1-0 C L 38 29-8 k O� i 0 I o J LA < 0 n 4' �� 1-1 - D I— i re "S IRmiInklew La . t ( U , jU1 Luvd ) SCALE: 1/8" = 1 '-0" T T T 1 CV 1 LL B �QR' iv 2rw p�Q R", L1J �`ti 2' Z 2' 2' 0 2 - J z 2° 2- _ 2- 2° 2' 2- 2 z O 2 21 0 6� O 9-4 4 ] i - [ ] L-SR2-7'- [ 8-4 ] - I 1-3 - 11-3 (002) => SR7-8 FP4 U PIPE 3LOPE DOWN � FP4 O'O p'ro p'O O' p'6 O'`o O'`o O' p20 0 2' [ 7-0 ] Y JQ ry Off•. O�� . + ry+ 1 2' 1- 2' 2' z° 2' 2 2. 2. 2. I 2. o� JQ 0- i Q [ -81/i] I o-SR'l o o •-i - I 2 B- I MOORESLIP 0 II -- (GG11 1-6 �: ur — — FP4 2. U_9 �I I ICI FP4 10 e °�« __ _. DRIVE—1 SIDE FP4 FP4 Find bpri I ( L0w(--,-%mr Luvd SCALE: 1/8" = 1 '-0" 4 3 2 1 i IfELBOTP AUX. DRAIN 1 I LAUX. DRAIN `DRUM RIP Filu N-� I ® m V121tv i nkiter SCALE: 1/8" = 1 '-0" I , 4 3 ji 2 1 4 Al Pw U!-ErI-E l�Ji) _ , ,'_ 8 10• I e DRIP f-DRUM DRIP e'-o' FIN. rLOnRoG F Fire Sprinklela SeCttion View H Fire Sminkler SeCtion View �Q i SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1 '-011 COMPASS NO. DATE BY REVISION DESCRIPTION SYMBOL LEGEND SPRINKLERS HEAD LEGEND JOB INFORMATION 1. All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings, the following items are to be provided: and installation by the sprinkler contractor. - Head Cabinet, spare heads and head wrench per NFPA 13 1 SYMBOL DESCRIPTION Q HYDRAULIC REFERENCEPOINT SYMBOL OTY. ORIENTATION FINISH TEMP K-FACT NPT MANUFACT. MODEL# RESPONSE ESCUTCHEON SIN# CONTRACTOR: 2.All dimensions shown are:CENTER TO CENTER - Provisions for flushing connections and draining of all pipe FED EX GROUND PACKAGE SYSTEM F 3. High temperature heads are to be field installed where required. - Inspector's test connection shall be provided for each system [18�3 ELEVATION BELOWTOP OFSTEEL O 73 UPRIGHT BRASS 155 8.0 314 VICTAULIC V3401 STANDARD NONE V3401 PO BOX 108 I 4.All pipes and hangers are to be installed per NFPA 13. - Hydraulic identification plates & NFPA 13 required signs re-81 ELEVATION ABOVE FINISHED FLOOR Os PITTSBURGH, PA 15230 Fed EX Conveyor Syste ll LL 5. Gridded wet systems shall provide a relief valve per NFPA 13. n 22 UPRIGHT BRASS 155 8.0 314 VICTAULIC V3401 STANDARD MODEL V3401os zo-o) ELEVATION 40 Kennedy Road 6.All new piping is to be hydrostatically tested at not less than 200psi fo- COUNG HEIGHT CONSTRUCTION: NON-COMBUSTIBLE BLDG. HEIGHT: VARIES for 2 hours, or at 50psi in excess of the maximum pressure, It is the building owners responsibility to provide adequate heat for all areas in the South Windsor CT building protected by a wet type system and for all water filled supply pipe, f COMPIITERGENERATED HANGER when the maximum pressure to be maintained is in excess of 150psi. 15 INDUSTRIAL PARK PLACE, MIDDLETOWN, CT 06457 valves and system risers to dry type systems. ®-/-$ PIPE RISE UP 7. 00gallopeperNFviceisrequiredwhendrysystemvolumeexceeds �, OCCUPANCY: PACKAGE SORTING FACILITY SYSTEM TYPES: DRY PH:86❑-632.8053 FAX:860-632-8054 500 gallons per NFPA 13. Air pressure shall be maintained on all dry type systems by an approved automatic air �-/�, PIPENRNSOOWN LL compressor or p plant air system specifically approved for and capable of automatically PIPE RISER NIPPLE 8. NFPA 13, 13D, 13R, 14, 20, 22, 24, 25, 170, 230 apply as required. com a -� WWW.MAC KFI RE.C❑M maintaining the required air pressure. Q ] PIPE GROOVED COUPUNGS&FITTINGS DESIGNER: Brian Sargent PHDNE: 860-632-8053 95 TOTAL SPRINKLERS THIS SHEET AHJ: LOCALFIREMARSHAL DATE: 4-4-2013 E-MAIL: sar ent mackfire.com SCALE: / 1 -0 LICENSES; CT;F1 40291 MA:SC 1Z0494 RI:❑❑0347 u� a 01 AI LISTING TAGS g 18u _ , . I I i1 FP5 I I H lD 7 a O q> to CONT'D ON DWG FP-3 0 - �1:-61/ PIPE OPE DN +o' PIPE (G2 p O -o `x c , + t-o t- 4 f T O � I G 'ugllUll •G'� V P-� r� � o I4 s-t)f Ir``ft- / �`) to - 0 RISER DEVICE LEGEND 8 5 NORTH RISER PLAN VIEW SOUTH RISER PLAN VIEW Ex. a" UNDERGROUND SUPPLY oS L =1= 1 O EX. 8" X 6" REDUCING FLANGE F M I 2• e mttm''4- -o g_ EX. 6" APOLLO DC4A DDCV 41uui N S Y S p 1 G p G O 2• G y II y G 2' P Y G �i p• G2• I i;: NORTH SYSTEM NOTES: SOUTH SYSTEM NOTES: 6 10- y 10 ( 4 B. lo-0 10-0 7-6 Uz-6 5- p0-0 2=9 oSYSTEM CAPACITY - 947 GAL O EX. 6" VIC 705W BFV W/ TAMPER -, oSYSTEM CAPACITY - 551 GAL I •. • + I I I. _ 1 - II II oINSTALL ACCELERATOR IF REQUIRED oINSTALL ACCELERATOR IF REQUIRED Qry a p oUTILIZE EXIST. AIR COMPRESSOR oLITILIZE EXIST. AIR COMPRESSOR O EX. 6" VIC NXT DRY VALVE I HYDRAULIC CALC AREA 7 I AT MANUF. RECOMMENDED PRESSURE AT MANUF. RECOMMENDED PRESSURE III - e`a I SYSTEM TYPE: DRY II 0 y' -I , WCATION: UNDER CONVEYOR , ; O © EX. HYDRAULIC SYSTEM INFO AAXARn TYPE: ORDINARY 2 .G TOIu TOia a m T.O. ORM - Q a + __- I _RESIGN CRrrER1A: .20 GPM/FP OVER 7 HEADS I O O O7 2" DRAIN TO EXTERIOR d [ 8_5 ] MAX. AREA/SPACING: 130FI'E/ 15FP I �t O I SYSTEM DEMAND: 744GPM 0 65APSI AT SRC I Q • • 2 2•" 2" 2" 2" S ?; O8 EX. 6" X 4" REDUCER 3+6 •7-0 7_0 0-6 4- L--------------------� . . [ 6-4/ 1 [6-0 Q O ",, Q 6 6 O 6 O EX. 4° FDC CHECK VALVE 5708 S GB 5710 G 2 S711 / OO EX. 4" TO WALL SIAMESE FDC O 9 10 II EX. 6" ELECTRIC BELL 4}gSiti ti�iti �qS'i' �' <y'�ti �ti r* 4 O 4 4 4 4 �EX. HEAD CABINET BOX GJ If GJ ° Y ° IC OF.IVE SIDE N: 12-0 12 1 - 7- A °4-11 ° 12- 5-3 00R1 O • • •in r Gil sG2z SG33 [6-112] �e s oa` G7 S7 6 G55 O O oGI ]: O NEW 4 VIC 7 5W BFVVW/ TAMPER ,.�.� •..1 0 i5 1 : . .... . • ...1 ... uGz , O N T.O. PLATFORM GJ Aa7 U T ]DRIVE b • � b QNEW HYDRAULIC SYSTEM INFO -6 NORTH RISER SECTION VIEW SOUTH RISER SECTION VIEW z y. �•< i0 0 8 7 6 5 w ,;1 FiI Ev W � I i In k I te; r m I i iVi it rW ig-,- ^ r -Alaile% SCALE: 1/8" = 1 '-0" FP 5 SCALE: 1/8" = 1 '-0" NTS i w% em ff V ff Is Ld ti ts T& iL,--%;a 1 ilbp% yr NTS NTS 1 . ALL NEW FIRE SPRINKLER WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 TOLCO FIG.#25 STELD OR ELBEAM LT SWIVEL FITTING TO--\ 2002 EDITION. SURGE RESTRAINER WELD OR BOLT SWIVEL FITTING T ROOF DECK TOP BEAM CLAMP WITH STEEL BEAM LOCKNUT SIZED PER ROD ROOFDECK 2. NEW GROOVED PIPING 1 -1/4 INCHES AND LARGER TO BE SCH. 7 DYNAFLOW BLACK PIPE WITH GROOVED SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG.980 1" NO-THREAD FITTINGS UNLESS NOTED OTHERWISE. '. SWIVEL SWAY BRACE ATTACHMENT B e 3. NEW THREADED PIPING 1 INCH AND LARGER TO BE SCH. 40 BLACK PIPE WITH BLACK CAST IRON SCREW ® BRANCH LINE PIPING TOLCO FIG.4A PIPE CLAMP y STEEL BEAM FITTINGS UNLESS NOTED OTHERWISE. ALL THREAD ROD 1"SCH.40 PIPE STEEL BEAM 4. ALL HANGERS AND SWAY BRACING TO COMPLY WITH THE REQUIREMENTS OF NFPA 13 CHAPTER 9. 3/8"ATR FOR PIPE 4"AND SMALLER DIA 1/2"ATR FOR PIPE 5/8"ATR FOR PIPE IOTN DIA.A SURGE RESTRAINER DIRECTION OF EFFECTNE BRACING DIRECTION OF EFFECTIVE BRACING ,"SCH.46 PIPE 5. DRY AND PREACTION SYSTEM PIPING IN AREAS NOTE SUBJECT TO FREEZING SHALL NOT BE REQUIRED SPRINKLER MAIN LARGER TO BE PITCHED. PIPE 2 1/2"AND LARGER SMALLER IN DIA- PEB"AND NOTE: TOLCO SWAYB BRACE FAST ATTACHMENT 6. AUXILLARY DRAIN VALVES ARE TO BE INSTALLED AT ALL TRAPPED SECTIONS OF PIPING WITH CAPACITY SMALLER IN DIA INSTALLED PER NFPA 13 2002. SWAY BRACE ATTACHMENT SPRINKLER MAIN OR CLEVIS HANGER FOR PIPE 10"IN DIA. 1.AT THE END SPRINKLER ON A BRANCH LINE. PIPE 2 1/2"AND LARGER 2.ON ARMOVERS GREATER THAN 24"IN CUMULATIVE HORIZONTAL LENGTK, LONGITUDINAL SWAY BRACE L�� LATERAL SWAY BRACE LA UNDER 5 GALLONS. DRUM DRIPS ARE TO BE INSTALLED AT ALL TRAPPED SECTIONS OF PIPING WITH SUPPLYING SPRINKLERS INA PENDENT POSITION INSTALLED BELOW A NOTE: � CAPACITY ABOVE 5 GALLONS. TOP BEAM CLAMP HANGER W/ CEILING WITH SYSTEM PRESSURES UNDER 100 PSI. °1. ANGLEe MUST BE MIMINUM OF 30 I NOTE: I RETAINING STRAP 1. ANGLE 0 MUST BE MIMINUM OF 30° 2. LENGTH"L"NOT TO EXCEED MAXIMUM AS NOTED IN NFPA 13 2002 9.3.5.8.9 3.ON R GREATER THAN IN CUMULATIVE HORIZONTAL LENGTF' 2. LENGTH'L'NOT TO EXCEED MAXIMUM AS NOTED IN NFPA FOR DETERMINED ANGLER,SIZE OF BRACING PIPE AND TOTAL LOAD. SUPPLYLYINGING SPRINKLERS INA PENDENT POSITION INSTALLED BELOW A 13 3-5.3.5 FOR DETERMINED ANGLE6,SIZE OF BRACING 3. LATERAL SWAY BRACING IS NOT REQUIRED TO PIPES INDIVIDUALLY SUPPORTED CEILING WITH SYSTEM PRESSURES OVER 100 PSI. PIPE,AND TOTAL LOAD. BY RODS LESS THAN 6"LONG. i TOLCO FIG. 51 BRACKET TOLCO FIG.OR EQUIV. 51 BRACKET OftO EQUIV. 3/8" HEX NUT -TUBE STEEL 3/8" HEX NUT CONVEYOR FRAME 3/8" ALL THREAD ROD = 3/8" ALL THREAD ROD (FOR PIPE SIZES 1"-4") _ (FOR PIPE SIZES 1"-4") RING HANGER RING HANGER 12 M IMI WELDED BRACKET STYLE #1 WELDED BRACKET STYLE #2 . . . . . . . . . . . • • . • . . . • 1 8 1 TYP' 4 CORNERS n 12 SAMMY SIDEWINDER - TUBE STEEL + = P1117 STRUT PIPE = CLAMP OR EQUIV. 6 2" SCHAO SPK PIPE 2'/ I �Q 2 FP1 FP2 FP3 FP4 - - 1-5/8" STRUT 121GA M NORTH 3/8" ALL THREAD ROD I '� RISER (FOR PIPE SIZES 1"-4") ¢1 SOUTH LU LU STEELEFRAMING OR y4 ) _0 RISER W Q RING HANGER - Q > I J OPTION: SECURE TO p BOTTOM OF STRUCTURE ) 111) In 2-0 - 0 12 I r 0-)TYPICAL HANGING METHOD #3 WELDED STRUT STYLE #4 FLOW HYDRANT GAUGE HYDRANT TYP. 4 CORNERS z � ) 1/0 FLOW: 1093 PSI STATIC: 80 PSI N T ' RESIDUAL: 65 PSI f TYP. 4 CORNERS co w o W I FLOW TEST DATE: 3/26/13 a TOLCO 2STR PIPE CLAMP OR EQUIV. TOLCO 2STR PIPE . FLOW TEST TIME: 6:45 AM 12 zz I Z I F- CLAMP OR EQUIV. CONDUCTED BY: MACK FIRE PROTECTION KENNEDY ROAD - 2" SCH.10 SPK PIPE wo �� I - 2" SCHAO SPK PIPE w NUdmauliLc4h RefeLmeme T' & BOLT SMUT CHANNEL OButterfly Pi ing Layout Drawing Plan My I E- STRUT I NUT & BOLT CHANNEL ® Tb� 1-5/8" STRUT 12 GA 1-5/8" STRUT 12 GA SCALE: 1/4" - 1 '-0" NTS 0 OPTION: SECURE TO OPPOSITE SIDE WELDED STRUT STYLE #5 WELDED STRUT STYLE #6 E1&.M n I COMPASS NO. DATE BY REVISION DESCRIPTION SYMBOL LEGEND _____ ___._ _____ _ 1. All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings, the following items are to be provided: SYMBOL DESCRIPTION SPRINKLERS HEAD LEGEND JOB INFORMATION -_ __ and installation by the sprinkler contractor. - Head Cabinet, spare heads and head wrench per NFPA 13 1 g 2. All dimensions shown are: CENTER TO CENTER 1 HYDRAIIMC REFERENCE POINT Provisions for flushing connections and draining of all pipe SYMBOL QTY. ORIENTATION FINISH TEMP K-FACT NPT MANUFACT. MODEL# RESPONSE ESCUTCHEON/SPRINKLER NOTE SIN# CONTRACTOR: FED EX GROUND PACKAGE SYSTEMLO 3. High temperature heads are to be field installed where required. - inspector's test connection shall be provided for each system r+a ft] ELEVATION BELOW TOP OF STEEL c PO BOX 108 I P q P P s Q 23 UPRIGHT BRASS 155 8.0 3l4 VICTAULIC V3401 STANDARD MODELV34GUARD V3401 Fed EX Conveyor System 4. All pipes and hangers are to be installed per NFPA 13. - Hydraulic identification plates & NFPA 13 required signs [�-e] ELEVATION ABOVE FINISHED FLOOR O6 PITTSBURGH, PA 15230 5. Gridded wet systems shall provide a relief valve per NFPA 13. (TOS 20-0) ELEVATION OF TOP OF STEEL 15 UPRIGHT BRASS 155 8.0 314 VICTAULIC V3401 STANDARD MODELV34WATERSHIELD V3401 40 Kennedy Road r ■ ■ 6. All new piping is to ps hydrostatically tested at not less than 200psi @ CEILING HEIGHT CONSTRUCTION: NON-COMBUSTIBLE BLDG. HEIGHT: VARIES for 2 hours, or at 50 si in excess of the maximum pressure, It is the building owners responsibility to provide adequate heat for all areas in the ;` - p p South Windsor, CT building protected by a wet type sprinkler system and for all water filled supply pipe, -� COMPUTER GENERATED HANGER when the maximum pressure ui ed maintained is a excess of 15epsi. 1 5 INDUSTRIAL PARK PLACE, MIDDLETOWN, CT 06457 7. A quick opening device is required when dry system volume exceeds valves and system risers to dry Type systems. -®-/-®- PIPERISEUP Air pressure shall be maintained on all dry type systems by an approved automatic air -® /a PIPETURNSDOWN OCCUPANCY: PACKAGE SORTING FACILITY SYSTEM TYPES: DRY PH:860-632.8❑53 FAX:860.632-8054 500 gallons per NFPA 13. compressor or plant airs stems specifically approved for and capable of automatically 8. NFPA 13, 13D, 13R, 14, 20, 22, 24, 25, 170, 230 apply as required. P y P Y PP P Y PIPE RISER NIPPLE WWW.MAC KFI RE.0 O M LL maintaining the required air pressure. Q PIPE GROOVED COUPLINGS BFITTINGS DESIGNER: Brian Sargent PHONE: 860-632-8053 01 PIPE MAIN DLINE LITING GS 38 TOTAL SPRINKLERS THIS SHEET AHJ: LOCALFIREMARSHAL DATE: 442013 E-MAIL: Sargent@.mackfire.com SCALE: %e" = 1'-0° LICENSES: CT:F1 -40291 MA:SC-120494 RI:000347 - - - Fire Protection by Computer Design F k Fire Protection dustrial Park Place USletown, CT 06457 860-632-8053 Job Name Fed Ex Conveyor System Building FP-1 Location 40 Kennedy Road System 1 Contract lata File Fed Ex Conveyor AREA 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 3 t Mack Fire Protection Page 1 Fed Ex Conveyor System Date 4/4/13 HYDRAULIC CALCULATIONS for Project name: Fed Ex Conveyor System Location: 40 Kennedy Road Drawing no: FP-1 Date: 4-4-13 Design Remote area number: 1 Remote area location: FP-1 Under Grating Occupancy classification: Ordinary Group 2 Density: .20-Gpm/SgFt Area of application: 1950-SgFt Coverage per sprinkler: 130-SgFt Type of sprinklers calculated: 8.OK Brass Upright No, of sprinklers calculated: 20 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 924-GPM @ 55.9- Psi Type of system: Dry Volume of dry or preaction system: 551 -Gal Water supply information Date: 3/26/13 Location: Site Hydrants Source: Mack Fire Protection Name of contractor: Mack Fire Protection Address: 15 Industrial Park Place, Middletown, CT 06457 Phone number: 860-632-8053 Name of designer: Brian Sargent Authority having jurisdiction: Town of South Windsor Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route I I I Windham N.H. USA 03087 Water Supply Curve (C) Mack Fire Protection Page 2 Fed Ex Conveyor System Date 4/4/13 City Water Supply: Demand: C1 -Static Pressure : 80 D1 -Elevation 6.029 C2- Residual Pressure: 65 D2-System Flow 673.881 C2- Residual Flow 1093 D2-System Pressure 55.929 Hose ( Demand ) 250 D3-System Demand 923.881 Safety Margin 13.080 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 E 50 D3 40 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Mack Fire Protection Page 3 Fed Ex Conveyor System Date 4/4/13 Fitting Legend Abbrev. Name '/ 3/ 1 1% 1% 2 2% 3 31/ 4 5 6 8 10 12 14 16 18 20 24 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary - STANDARD Mack Fire Protection Page 4 Fed Ex Conveyor System Date 4/4113 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. S101 15.92 8 10.56 na 26.0 0.2 130 7.0 S102 15.92 8 11.5 na 27.13 0.2 130 7.0 S103 15.92 8 15.79 na 31.79 0.2 130 7.0 S104 15.92 8 19.1 na 34.96 0.2 130 7.0 S105 15.92 8 20.95 na 36.62 0.2 130 7.0 A2 15.92 25.43 na A3 15.33 28.02 na A5 15.33 28.1 na A7 15.33 28.49 na A9 15.33 29.36 na TOR1 15.33 37.2 na BOR1 2.0 51.26 na UG1 1.0 55.98 na TEST 2.0 55.93 na 250.0 S106 15.92 8 13.34 na 29.22 0.2 130 7.0 S107 15.92 8 14.31 na 30.27 0,2 130 7.0 S108 15.92 8 17.95 na 33.89 0.2 130 7.0 S109 15.92 8 21.89 na 37.43 0.2 130 7.0 A4 15.92 25.11 na S110 15.92 8 24.88 na 39.9 0.2 130 7.0 S111 15.92 8 13.61 na 29.52 0.2 130 7.0 S112 15.92 8 14.51 na 30.47 0.2 130 7.0 S113 15.92 8 18.2 na 34.13 0.2 130 7.0 S114 15.92 8 22.2 na 37.7 0.2 130 7.0 A6 15.92 25.46 na S115 15.92 8 25.23 na 40.19 0.2 130 7.0 S116 15.92 8 14.05 na 29.99 0.2 130 7.0 S117 15.92 8 14.97 na 30.95 0.2 130 7.0 S118 15.92 8 18.77 na 34.66 0.2 130 7.0 S119 15.92 8 22.89 na 38.28 0.2 130 7.0 A8 15.92 26.25 na S120 15.92 8 26.01 na 40.8 0.2 130 7.0 The maximum velocity is 16.7 and it occurs in the pipe between nodes A8 and A9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 5 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S101 26.00 1.38 0.0 12.000 10.562 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S102 26.0 0.0780 0.0 12.000 0.936 Vel= 5.58 S102 27.13 1.38 1 E 2.141 12.540 11.498 K Factor= 8.00 to 100.0 0.0 2.141 0.0 S103 53.13 0.2922 0.0 14.681 4.290 Vel= 11.40 S103 31.78 1.61 0.0 10.080 15.788 K Factor=8.00 to 100.0 0.0 0.0 0.0 S104 84.91 0.3285 0.0 10.080 3.311 Vel= 13.38 S104 34.97 2.067 0.0 10.080 19.099 K Factor=8.00 to 100.0 0.0 0.0 0.0 S105 119.88 0.1841 0.0 10.080 1.856 Vel= 11.46 S105 36.62 2.067 1T 7.137 7.720 20.955 K Factor= 8.00 to 100.0 0.0 7.137 0.0 A2 156.5 0.3015 0.0 14.857 4.479 Vel= 14.96 A2 0.0 2.067 1 T 7.137 0.590 25.434 to 100.0 0.0 7.137 0.256 A3 156.5 0.3014 0.0 7.727 2.329 Vel= 14.96 A3 0.0 4.31 0.0 9.420 28.019 to 100.0 0.0 0.0 0.0 A5 156.5 0.0084 0.0 9.420 0.079 Vel= 3.44 A5 170.71 4.31 0.0 12.000 28.098 to 100.0 0.0 0.0 0.0 A7 327.21 0.0330 0.0 12.000 0.396 Vel= 7.20 A7 172.00 4.31 0.0 12.000 28.494 to 100.0 0.0 0.0 0.0 A9 499.21 0.0719 0.0 12.000 0.863 Vel = 10.98 A9 174.67 4.31 3E 29.84 32.700 29.357 to 100.0 0.0 29.840 0.0 TOR1 673.88 0.1253 0.0 62.540 7.839 Vel = 14.82 TOR1 0.0 4.31 1 Dvc 20.888 13.400 37.196 to 100.0 1 Bvcb 11.936 52.719 5.773 BOR1 673.88 0.1253 1T 19.894 66.119 8.288 Vel = 14.82 BOR1 0.0 6.357 1 E 17.603 4.000 51.257 to 120.0 0.0 17.603 4.433 * Fixed loss=4 UG1 673.88 0.0135 0.0 21.603 0.292 Vel = 6.81 UG1 0.0 8.27 1 E 28.468 45.000 55.982 to 140.0 1 T 55.354 90.148 -0.433 TEST 673.88 0.0028 1 G 6.326 135.148 0.380 Vel = 4.02 250.00 Qa= 250.00 923.88 55.929 K Factor= 123.54 S106 29.22 1.38 0.0 10.080 13.339 K Factor= 8.00 to 100.0 0.0 0.0 ' 0.0 S107 29.22 0.0967 0.0 10.080 0.975 Vel= 6.27 S107 30.27 1.38 0.0 10.080 14.314 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S108 59.49 0.3602 0.0 10.080 3.631 Vel= 12.76 S108 33.88 1.61 0.0 10.080 17.945 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S109 93.37 0.3916 0.0 10.080 3.947 Vel= 14.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 6 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S109 37.44 2.067 1T 7.137 7.720 21.892 K Factor= 8.00 to 100.0 0.0 7.137 0.0 A4 130.81 0.2164 0.0 14.857 3.215 Vel = 12.51 A4 39.90 2.067 IT 7.137 0.590 25.107 to 100.0 0.0 7.137 0.256 A5 170.71 0.3540 0.0 7.727 2.735 Vel = 16.32 0.0 170.71 28.098 K Factor= 32.20 S110 39.90 2.067 1T 7.137 2.330 24.879 K Factor= 8.00 to 100.0 0.0 7.137 0.0 A4 39.9 0.0241 0.0 9.467 0.228 Vel = 3.81 0.0 39.90 25.107 K Factor= 7.96 S111 29.52 1.38 0.0 9.080 13.614 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S112 29.52 0.0986 0.0 9.080 0.895 Vel = 6.33 S112 30.47 1.38 0.0 10.080 14.509 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S113 59.99 0.3660 0.0 10.080 3.689 Vel= 12.87 S113 34.13 1.61 0.0 10.080 18.198 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S114 94.12 0.3973 0.0 10.080 4.005 Vel = 14.83 S114 37.69 2.067 1T 7.137 7.720 22.203 K Factor= 8.00 to 100.0 0.0 7.137 0.0 A6 131.81 0.2195 0.0 14.857 3.261 Vel= 12.60 A6 40.19 2.067 IT 7.137 0.590 25.464 to 100.0 0.0 7.137 0.256 A7 172.0 0.3590 0.0 7.727 2.774 Vel = 16.45 0.0 172.00 28.494 K Factor= 32.22 S115 40.19 2.067 1T 7.137 2.330 25.233 K Factor= 8.00 to 100.0 0.0 7.137 0.0 A6 40.19 0.0244 0.0 9.467 0.231 Vel= 3.84 0.0 40.19 25.464 K Factor= 7.96 S116 29.99 1.38 0.0 9.080 14.050 K Factor=8.00 to 100.0 0.0 0.0 0.0 S117 29.99 0.1014 0.0 9.080 0.921 Vel= 6.43 S117 30.95 1.38 0.0 10.080 14.971 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S118 60.94 0.3767 0.0 10.080 3.797 Vel = 13.07 S118 34.66 1.61 0.0 10.080 18.768 K Factor=8.00 to 100.0 0.0 0.0 0.0 S119 95.6 0.4090 0.0 10.080 4.123 Vel= 15.07 S119 38.28 2.067 1T 7.137 7.720 22.891 K Factor= 8.00 to 100.0 0.0 7.137 0.0 A8 133.88 0.2259 0.0 14.857 3.356 Vel = 12.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 7 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A8 40.79 2.067 IT 7.137 0.590 26.247 to 100.0 0.0 7.137 0.256 A9 174.67 0.3694 0.0 7.727 2.854 Vel = 16.70 0.0 174.67 29.357 K Factor= 32.24 S120 40.80 2.067 1T 7.137 2.330 26.010 K Factor= 8.00 to 100.0 0.0 7.137 0.0 A8 40.8 0.0250 0.0 9.467 0.237 Vel= 3.90 0.0 40.80 26.247 K Factor= 7.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . _ _ Fine Protection by Computer Design Mack Fire Protection 15 Industrial Park Place Middletown, CT 06457 ri 860-632-8053 0 AA;Z xP Job Name Fed Ex Conveyor System Building FP-2 Location 40 Kennedy Road System 2 Contract Data File Fed Ex Conveyor AREA 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mack Fire Protection Page 1 Fed Ex Conveyor System Date 4/4/13 HYDRAULIC CALCULATIONS for Project name: Fed Ex Conveyor System Location: 40 Kennedy Road Drawing no: FP-2 Date: 4-4-13 Design Remote area number: 2 Remote area location: FP-2 Under Sorter/Butterflys Occupancy classification: Ordinary Group 2 Density: .20-Gpm/SgFt Area of application: 7 Heads-SgFt Coverage per sprinkler: 130-SgFt Type of sprinklers calculated: 8.OK Brass Upright No, of sprinklers calculated: 7 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 442-GPM @ 65.5-Psi Type of system: Dry Volume of dry or preaction system: 551 -Gal Water supply information Date: 3/26/13 Location: Site Hydrants Source: Mack Fire Protection Name of contractor: Mack Fire Protection Address: 15 Industrial Park Place, Middletown, CT'06457 Phone number: 860-632-8053 Name of designer: Brian Sargent Authority having jurisdiction: Town of South Windsor Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wafter Supply Curve (C) _ Mack Fire Protection Page 2 Fed Ex Conveyor System Date 4/4/13 City Water Supply: Demand: C1 -Static Pressure : 80 D1 - Elevation 7.272 C2- Residual Pressure: 65 D2-System Flow 192.151 C2- Residual Flow 1093 D2-System Pressure 65.474 Hose( Demand) 250 D3-System Demand 442.151 Safety Margin 11.714 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 p E 50 . 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Mack Fire Protection Page 3 Fed Ex Conveyor System Date 4/4/13 Fitting Legend Abbrev. Name '/ % 1 1% 1'/2 2 2'/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Mack Fire Protection Page 4 Fed Ex Conveyor System Date 414/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. S201 18.79 8 11.67 na 27.33 0.2 130 7.0 131 17.5 14.35 na B2 17.5 14.39 na B3 17.5 14.67 na B4 17.5 14.95 na B5 17.5 15.96 na B6 17.5 17.5 na B7 17.5 18.55 na B8 15.33 49.3 na A3 15.33 53.7 na TOR1 15.33 54.82 na BOR1 2.0 61.41 na UG1 1.0 65.87 na TEST 2.0 65.47 na 250.0 S202 18.79 8 10.56 na 26.0 0.2 130 7.0 B9 18.79 12.63 na 8203 18.79 8 10.78 na 26.27 0.2 130 7.0 B10 18.79 12.89 na S204 18.79 8 11.0 na 26.53 0.2 130 7.0 1311 18.79 13.15 na S205 18.79 8 11.78 na 27.46 0.2 130 7.0 B12 18.79 14.08 na S206 18.79 8 12.99 na 28.83 0.2 130 7.0 B13 18.79 15.5 na S207 18.79 8 13.81 na 29.72 0.2 130 7.0 B14 18.79 16.46 na The maximum velocity is 11.03 and it occurs in the pipe between nodes S207 and B14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 5 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S201 27.33 1.38 2T 8.564 16.250 11.673 -K Factor-8.00 to 100.0 0.0 8.564 0.559 131 27.33 0.0855 0.0 24.814 2.121 Vel= 5.86 131 0.0 2.703 0.0 11.000 14.353 to 100.0 0.0 0.0 0.0 B2 27.33 0.0032 0.0 11.000 0.035 Vel = 1.53 B2 26.00 2.703 IT 13.311 12.000 14.388 to 100.0 0.0 13.310 0.0 B3 53.33 0.0111 0.0 25.310 0.282 Vel= 2.98 B3 26.27 2.703 0.0 12.000 14.670 to 100.0 0.0 0.0 0.0 B4 79.6 0.0234 0.0 12.000 0.281 Vel = 4.45 B4 26.53 2.703 IT 13.311 12.000 14.951 to 100.0 0.0 13.310 0.0 B5 106.13 0.0398 0.0 25.310 1.007 Vel = 5.93 B5 27.47 2.703 IT 13.311 12.000 15.958 to 100.0 0.0 13.310 0.0 B6 133.6 0.0609 0.0 25.310 1.542 Vel = 7.47 B6 28.83 2.703 0.0 12.000 17.500 to 100.0 0.0 0.0 0.0 B7 162.43 0.0874 0.0 12.000 1.049 Vel = 9.08 B7 29.72 2.703 2E 13.311 236.500 18.549 to 100.0 0.0 13.310 0.940 B8 192.15 0.1193 0.0 249.810 29.813 Vel = 10.74 B8 0.0 3.314 2E 14.547 84.910 49.302 to 100.0 0.0 14.547 0.0 A3 192.15 0.0442 0.0 99.457 4.399 Vel = 7.15 A3 0.0 4.31 3E 29.84 61.250 53.701 to 100.0 0.0 29.840 0.0 TOR1 192.15 0.0123 0.0 91.090 1.121 Vel = 4.23 TOR1 0.0 4.31 1 Dvc 20.888 13.400 54.822 to 100.0 1 Bvcb 11.936 52.719 5.773 BOR1 192.15 0.0123 1T 19.894 66.119 0.813 Vel= 4.23 BOR1 0.0 6.357 1 E 17.603 4.000 61.408 to 120.0 0.0 17.603 4.433 * Fixed loss =4 UG1 192.15 0.0013 0.0 21.603 0.029 Vel = 1.94 UG1 0.0 8.27 1 E 28.468 45.000 65.870 to 140.0 IT 55.354 90.148 -0.433 TEST 192.15 0.0003 1 G 6.326 135.148 0.037 Vel = 1.15 250.00 Qa= 250.00 442.15 65.474 K Factor= 54.64 S202 26.00 1.049 1 E 1.427 2.000 10.562 K Factor=8.00 to 100.0 IT 3.568 4.995 0.0 B9 26.0 0.2964 0.0 6.995 2.073 Vel = 9.65 B9 0.0 1.536 1 E 3.607 15.010 12.635 to 100.0 IT 7.214 10.821 0.559 B2 26.0 0.0462 0.0 25.831 1.194 Vel = 4.50 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 6 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26.00 14.388 K Factor= 6.85 S203 26.27 1.049 1 E 1.427 2.000 10.782 K Factor=8.00 to 100.0 IT 3.568 4.995 0.0 B10 26.27 0.3019 0.0 6.995 2.112 Vel = 9.75 B10 0.0 1.536 1E 3.607 15.010 12.894 to 100.0 IT 7.214 10.821 0.559 B3 26.27 0.0471 0.0 25.831 1.217 Vel = 4.55 0.0 26.27 14.670 K Factor= 6.86 S204 26.53 1.049 1 E 1.427 2.000 11.000 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 1311 26.53 0.3076 0.0 6.995 2.152 Vel = 9.85 1311 0.0 1.536 1 E 3.607 15.010 13.152 to 100.0 IT 7.214 10.821 0.559 B4 26.53 0.0480 0.0 25.831 1.240 Vel = 4.59 0.0 26.53 14.951 K Factor= 6.86 S205 27.46 1.049 1 E 1.427 2.000 11.784 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 B12 27.46 0.3278 0.0 6.995 2.293 Vel = 10.19 B12 0.0 1.536 1 E 3.607 15.010 14.077 to 100.0 IT 7.214 10.821 0.559 B5 27.46 0.0512 0.0 25.831 1.322 Vel = 4.75 0.0 27.46 15.958 K Factor= 6.87 S206 28.83 1.049 1 E 1.427 2.000 12.986 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 613 28.83 0.3587 0.0 6.995 2.509 Vel = 10.70 B13 0.0 1.536 1 E 3.607 15.010 15.495 to 100.0 IT 7.214 10.821 0.559 B6 28.83 0.0560 0.0 25.831 1.446 Vel= 4.99 0.0 28.83 17.500 K Factor= 6.89 S207 29.72 1.049 1 E 1.427 2.000 13.806 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 B14 29.72 0.3794 0.0 6.995 2.654 Vel = 11.03 B14 0.0 1.536 1 E 3.607 15.010 16.460 to 100.0 1T 7.214 10.821 0.559 B7 29.72 0.0592 0.0 25.831 1.530 Vel = 5.15 0.0 29.72 18.549 K Factor= 6.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - _ _ Fire Protection by Computer Design Q Mack Fire Protection 15 Industrial Park Place Middletown, CT 06457 860-632-8053 0 Job Name Fed Ex Conveyor System Building FP-2 Location 40 Kennedy Road System 3 Contract Data File Fed Ex Conveyor AREA 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mack Fire Protection Page 1 Fed Ex Conveyor System Date 4/4/13 HYDRAULIC CALCULATIONS for Project name: Fed Ex Conveyor System Location: 40 Kennedy Road Drawing no: FP-2 Date: 4-4-13 Design Remote area number: 3 Remote area location: FP-2 Under Conveyor Occupancy classification: Ordinary Group 2 Density: .20-Gpm/SgFt Area of application: 7 Heads-SgFt Coverage per sprinkler: 110-SgFt Type of sprinklers calculated: 8.OK Brass Upright No, of sprinklers calculated: 7 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 411 -GPM @ 56.9- Psi Type of system: Dry Volume of dry or preaction system: 551 -Gal Water supply information Date: 3/26/13 Location: Site Hydrants Source: Mack Fire Protection Name of contractor: Mack Fire Protection Address: 15 Industrial Park Place, Middletown, CT 06457 Phone number: 860-632-8053 Name of designer: Brian Sargent Authority having jurisdiction: Town of South Windsor Notes: (Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Mack Fire Protection Page 2 Fed Ex Conveyor System Date 4/4/13 City Water Supply: Demand: C1 -Static Pressure : 80 D1 -Elevation 7.272 C2-Residual Pressure: 65 D2-System Flow 161.182 C2- Residual Flow 1093 D2-System Pressure 56.876 Hose( Demand) 250 D3-System Demand 411.182 Safety Margin 20.666 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 E 50 D3 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Mack Fire Protection Page 3 Fed Ex Conveyor System Date 414/13 Fitting Legend Abbrev. Name 'h '/ 1 1% 1'/2 2 2'/ 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pre$sure / Flow Summary - STANDARD Mack Fire Protection Page 4 Fed Ex Conveyor System Date 4/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual . Reg. S301 8.0 8 11.72 na 27.39 0.2 110 7.0 C1 8.0 13.21 na C2 8.0 13.31 na C10 8.0 13.35 na C3 8.0 13.25 na C4 8.75 12.9 na C5 9.08 12.79 na C6 10.25 12.64 na C7 11.33 12.68 na C8 10.33 21.92 na C9 15.33 43.77 na Al 15.33 45.42 na A3 15.33 45.65 na C11 15.33 45.66 na TOR1 15.33 46.47 na BOR1 2.0 52.83 na UG1 1.0 57.28 na TEST 2.0 56.88 na 250.0 S302 18.79 8 7.64 na 22.11 0.2 110 7.0 S303 18.79 8 7.58 na 22.02 0.2 110 7.0 S304 18.79 8 7.56 na 22.0 0.2 110 7.0 S305 18.79 8 7.59 na 22.04 0.2 110 7.0 S306 18.79 8 7.9 na 22.49 0.2 110 7.0 S307 18.79 8 8.36 na 23.13 0.2 110 7.0 The maximum velocity is 10.17 and it occurs in the pipe between nodes S301 and C1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final.Calculations - Hazen-Williams Mack Fire Protection Page 5 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S301 27.39 1.049 1T 3.568 1.000 11.718 K Factor= 8.00 to 100.0 0.0 3.568 0.0 C1 27.39 0.3262 0.0 4.568 1.490 Vel = 10.17 C1 0.0 2.203 0.0 12.000 13.208 to 100.0 0.0 0.0 0.0 C2 27.39 0.0087 0.0 12.000 0.105 Vel = 2.31 C2 22.10 2.203 0.0 1.500 13.313 to 100.0 0.0 0.0 0.0 C10 49.49 0.0260 0.0 1.500 0.039 Vel = 4.17 C10 -78.96 2.203 0.0 10.500 13.352 to 100.0 0.0 0.0 0.0 C3 -29.47 -0.0100 0.0 10.500 -0.105 Vel = 2.48 C3 22.03 2.203 2E 9.734 12.520 13.247 to 100.0 0.0 9.734 -0.325 C4 -7.44 -0.0008 0.0 22.254 -0.018 Vel = 0.63 C4 22.00 2.203 0.0 11.390 12.904 to 100.0 0.0 0.0 -0.143 C5 14.56 0.0027 0.0 11.390 0.031 Vel = 1.23 C5 22.04 2.203 3E 14.601 8.880 12.792 to 100.0 0.0 14.600 -0.507 C6 36.6 0.0151 0.0 23.480 0.354 Vel= 3.08 C6 22.49 2.203 1 F 1.947 12.080 12.639 to 100.0 0.0 1.946 -0.468 C7 59.09 0.0364 0.0 14.026 0.511 Vel = 4.97 C7 23.13 2.203 7E 34.069 95.010 12.682 to 100.0 1 F 1.947 36.014 0.433 C8 82.22 0.0672 0.0 131.024 8.806 Vel = 6.92 C8 0.0 2.203 20E 97.339 250.320 21.921 to 100.0 IT 9.734 107.073 -2.166 C9 82.22 0.0672 0.0 357.393 24.017 Vel = 6.92 C9 0.0 2.203 1 E 4.867 19.660 43.772 to 100.0 0.0 4.866 0.0 Al 82.22 0.0672 0.0 24.526 1.649 Vel = 6.92 Al 0.0 3.314 1 E 7.274 17.170 45.421 to 100.0 0.0 7.274 0.0 A3 82.22 0.0092 0.0 24.444 0.224 Vel = 3.06 A3 0.0 4.31 0.0 4.960 45.645 to 100.0 0.0 0.0 0.0 C11 82.22 0.0026 0.0 4.960 0.013 Vel = 1.81 C11 78.96 4.31 3E 29.84 61.250 45.658 to 100.0 0.0 29.840 0.0 TOR1 161.18 0.0089 0.0 91.090 0.810 Vel = 3.54 TOR1 0.0 4.31 1 Dvc 20.888 13.400 46.468 to 100.0 1 Bvcb 11.936 52.719 5.773 BOR1 161.18 0.0089 1T 19.894 66.119 0.587 Vel = 3.54 BOR1 0.0 6.357 1 E 17.603 4.000 52.828 to 120.0 0.0 17.603 4.433 * Fixed loss =4 UG1 161.18 0.0010 0.0 21.603 0.021 Vel = 1.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 6 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ** **** Notes**** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG1 0.0 8.27 1 E 28.468 45.000 57.282 to 140.0 IT 55.354 90.148 -0.433 TEST 161.18 0.0002 1 G 6.326 135.148 0.027 Vel = 0.96 250.00 Qa= 250.00 411.18 56.876 K Factor= 54.52 S302 22.11 1.049 1T 3.568 1.000 7.637 K Factor=8.00 to 100.0 0.0 3.568 4.673 C2 22.11 0.2196 0.0 4.568 1.003 Vel = 8.21 0.0 22.11 13.313 K Factor= 6.06 S303 22.02 1.049 IT 3.568 1.000 7.578 K Factor= 8.00 to 100.0 0.0 3.568 4.673 C3 22.02 0.2180 0.0 4.568 0.996 Vel= 8.17 0.0 22.02 13.247 K Factor= 6.05 S304 22.00 1.049 1T 3.568 1.000 7.562 K Factor= 8.00 to 100.0 0.0 3.568 4.348 C4 22.0 0.2176 0.0 4.568 0.994 Vel= 8.17 0.0 22.00 12.904 K Factor= 6.12 S305 22.04 1.049 1T 3.568 1.000 7.590 K Factor= 8.00 to 100.0 0.0 3.568 4.205 C5 22.04 0.2183 0.0 4.568 0.997 Vel = 8.18 0.0 22.04 12.792 K Factor= 6.16 S306 22.49 1.049 IT 3.568 1.000 7.905 K Factor= 8.00 to 100.0 0.0 3.568 3.699 C6 22.49 0.2266 0.0 4.568 1.035 Vel = 8.35 0.0 22.49 12.639 K Factor= 6.33 S307 23.13 1.049 1T 3.568 1.000 8.361 K Factor= 8.00 to 100.0 0.0 3.568 3.231 C7 23.13 0.2386 0.0 4.568 1.090 Vel = 8.59 0.0 23.13 12.682 K Factor= 6.50 C10 78.96 2.203 18E 87.605 481.400 13.352 to 100.0 0.0 87.605 -3.175 C11 78.96 0.0624 0.0 569.005 35.481 Vel= 6.65 0.0 78.96 45.658 K Factor= 11.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design Q Mack Fire Protection 15 Industrial Park Place LQ Middletown, CT 06457 860-632-8053 D Job Name Fed Ex Conveyor System Building FP-2 Location 40 Kennedy Road System 4 Contract Data File Fed Ex Conveyor AREA 4.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mack Fire Protection Page 1 Fed Ex Conveyor System Date 4/4/13 HYDRAULIC CALCULATIONS for Project name: Fed Ex Conveyor System Location: 40 Kennedy Road Drawing no: FP-2 Date: 4-4-13 Design Remote area number: 4 Remote area location: FP-2 Under Sorter Occupancy classification: Ordinary Group 2 Density: .20-Gpm/SgFt Area of application: 7 Heads-SgFt Coverage per sprinkler. 120-SgFt Type of sprinklers calculated: 8.OK Brass Upright No, of sprinklers calculated: 7 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 423-GPM @ 55.8 - Psi Type of system: Dry Volume of dry or preaction system: 947-Gal Water supply information Date: 3/26/13 Location: Site Hydrants Source: Mack Fire Protection Name of contractor: Mack Fire Protection Address: 15 Industrial Park Place, Middletown, CT 06457 Phone number: 860-632-8053 Name of designer: Brian Sargent Authority having jurisdiction: Town of South Windsor Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Mack Fire Protection Page 2 Fed Ex Conveyor System Date 4/4/13 City Water Supply: Demand: C1 -Static Pressure : 80 D1 -Elevation 7.272 C2 - Residual Pressure: 65 D2-System Flow 172.98 C2- Residual Flow 1093 D2-System Pressure 55.810 Hose( Demand) 250 D3-System Demand 422.98 Safety Margin 21.600 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 E 50 D 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Mack Fire Protection Page 3 Fed Ex Conveyor System Date 4/4/13 Fitting Legend Abbrev. Name '/ 3/ 1 1% 11/ 2 2'/ 3 31/2 4 5 6 8 10 12 14 16 18 20 24 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Mack Fire Protection Page 4 Fed Ex Conveyor System Date 4/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. S401 18.79 8 9.0 na 24.0 0.2 120 7.0 D1 18.79 10.79 na D2 17.5 12.38 na D3 17.5 12.41 na D4 17.5 12.52 na D5 17.5 12.75 na D6 17.5 13.15 na D7 17.5 13.76 na D8 17.5 14.63 na D9 17.5 22.89 na D10 14.66 41.09 na E4 14.66 41.85 na TOR2 33.84 37.07 na BOR2 2.0 51.71 na UG2 1.0 56.17 na TEST 2.0 55.81 na 250.0 S402 18.79 8 9.02 na 24.03 0.2 120 7.0 D11 18.79 10.82 na S403 18.79 8 9.11 na 24.15 0.2 120 7.0 D12 18.79 10.92 na S404 18.79 8 9.29 na 24.38 0.2 120 7.0 D13 18.79 11.13 na S405 18.79 8 9.6 na 24.79 0.2 120 7.0 D14 18.79 11.5 na S406 18.79 8 10.08 na 25.4 0.2 120 7.0 D15 18.79 12.06 na S407 18.79 8 10.75 na 26.23 0.2 120 7.0 D16 18.79 12.86 na The maximum velocity is 9.74 and it occurs in the pipe between nodes S407 and D16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 5 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S401 24.00 1.049 1 E 1.427 2.000 9.000 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 D1 24.0 0.2555 0.0 6.995 1.787 Vel= 8.91 D1 0.0 1.536 1 E 3.607 15.010 10.787 to 100.0 IT 7.214 10.821 0.559 D2 24.0 0.0399 0.0 25.831 1.030 Vel = 4.16 D2 0.0 2.703 0.0 12.000 12.376 to 100.0 0.0 0.0 0.0 D3 24.0 0.0025 0.0 12.000 0.030 Vel = 1.34 D3 24.03 2.703 0.0 12.000 12.406 to 100.0 0.0 0.0 0.0 D4 48.03 0.0092 0.0 12.000 0.111 Vel = 2.69 D4 24.15 2.703 0.0 12.000 12.517 to 100.0 0.0 0.0 0.0 D5 72.18 0.0195 0.0 12.000 0.234 Vel= 4.04 D5 24.38 2.703 0.0 12.000 12.751 to 100.0 0.0 0.0 0.0 D6 96.56 0.0334 0.0 12.000 0.401 Vel = 5.40 D6 24.79 2.703 0.0 12.000 13.152 to 100.0 0.0 0.0 0.0 D7 121.35 0.0510 0.0 12.000 0.612 Vel = 6.78 D7 25.40 2.703 0.0 12.000 13.764 to 100.0 0.0 0.0 0.0 D8 146.75 0.0724 0.0 12.000 0.869 Vel = 8.20 D8 26.23 2.703 0.0 84.000 14.633 to 100.0 0.0 0.0 0.0 D9 172.98 0.0982 0.0 84.000 8.253 Vel = 9.67 D9 0.0 2.703 1 E 6.655 152.750 22.886 to 100.0 IT 13.311 19.965 1.230 D10 172.98 0.0983 0.0 172.715 16.970 Vel = 9.67 D10 0.0 4.31 1 E 9.947 65.200 41.086 to 100.0 0.0 9.947 0.0 E4 172.98 0.0101 0.0 75.147 0.761 Vel= 3.80 E4 0.0 4.31 7E 69.628 278.660 41.847 to 100.0 0.0 69.628 -8.307 TOR2 172.98 0.0101 0.0 348.288 3.528 Vel = 3.80 TOR2 0.0 4.31 1 Dvc 20.888 31.840 37.068 to 100.0 1 Bvcb 11.936 52.719 13.790 BOR2 172.98 0.0101 1T 19.894 84.559 0.856 Vel = 3.80 BOR2 0.0 6.357 1 E 17.603 4.000 51.714 to 120.0 0.0 17.603 4.433 * Fixed loss =4 UG2 172.98 0.0011 0.0 21.603 0.024 Vel= 1.75 UG2 0.0 8.27 2E 56.936 200.000 56.171 to 140.0 IT 55.354 118.616 -0.433 TEST 172.98 0.0002 1 G 6.326 318.616 0.072 Vel = 1.03 250.00 Qa= 250.00 422.98 55.810 K Factor= 56.62 S402 24.03 1.049 1 E 1.427 2.000 9.024 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 D11 24.03 0.2560 0.0 6.995 1.791 Vel= 8.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 6 Fed Ex Conveyor System Date 414113 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D11 0.0 1.536 1 E 3.607 15.010 10.815 to 100.0 IT 7.214 10.821 0.559 D3 24.03 0.0400 0.0 25.831 1.032 Vel= 4.16 0.0 24.03 12.406 K Factor= 6.82 S403 24.14 1.049 1 E 1.427 2.000 9.109 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 D12 24.14 0.2583 0.0 6.995 1.807 Vel = 8.96 D12 0.0 1.536 1 E 3.607 15.010 10.916 to 100.0 IT 7.214 10.821 0.559 D4 24.14 0.0403 0.0 25.831 1.042 Vel = 4.18 0.0 24.14 12.517 K Factor= 6.82 S404 24.38 1.049 1 E 1.427 2.000 9.291 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 D13 24.38 0.2630 0.0 6.995 1.840 Vel= 9.05 D13 0.0 1.536 1 E 3.607 15.010 11.131 to 100.0 IT 7.214 10.821 0.559 D5 24.38 0.0411 0.0 25.831 1.061 Vel = 4.22 0.0 24.38 12.751 K Factor= 6.83 S405 24.79 1.049 1 E 1.427 2.000 9.602 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 D14 24.79 0.2712 0.0 6.995 1.897 Vel = 9.20 D14 0.0 1.536 1 E 3.607 15.010 11.499 to 100.0 IT 7.214 10.821 0.559 D6 24.79 0.0424 0.0 25.831 1.094 Vel = 4.29 0.0 24.79 13.152 K Factor= 6.84 S406 25.40 1.049 1 E 1.427 2.000 10.077 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 D15 25.4 0.2836 0.0 6.995 1.984 Vel= 9.43 D15 0.0 1.536 1 E 3.607 15.010 12.061 to 100.0 IT 7.214 10.821 0.559 D7 25.4 0.0443 0.0 25.831 1.144 Vel = 4.40 0.0 25.40 13.764 K Factor= 6.85 S407 26.23 1.049 1 E 1.427 2.000 10.753 K Factor= 8.00 to 100.0 IT 3.568 4.995 0.0 D16 26.23 0.3012 0.0 6.995 2.107 Vel = 9.74 D16 0.0 1.536 1 E 3.607 15.010 12.860 to 100.0 IT 7.214 10.821 0.559 D8 26.23 0.0470 0.0 25.831 1.214 Vel = 4.54 0.0 26.23 14.633 K Factor= 6.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design 9< Mack Fire Protection 15 Industrial Park Place UrA A� Middletown, CT 06457 860-632-8053 Job Name Fed Ex Conveyor System Building FP-3 Location 40 Kennedy Road System 5 Contract Data File Fed Ex Conveyor AREA 5.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mack Fire Protection Page 1 Fed Ex Conveyor System Date 4/4/13 HYDRAULIC CALCULATIONS for Project name: Fed Ex Conveyor System Location: 40 Kennedy Road Drawing no: FP-3 Date: 4-4-13 Design Remote area number: 5 Remote area location: FP-3 Under Grating Occupancy classification: Ordinary Group 2 Density: .20-Gpm/SgFt Area of application: 1950-SgFt Coverage per sprinkler: 120-SgFt Type of sprinklers calculated: 8.OK Brass Upright No. of sprinklers calculated: 16 In-rack demand. N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 683- GPM @ 56.1 - Psi Type of system: Dry Volume of dry or preaction system: 947-Gal Water supply information Date: 3/26/13 Location: Site Hydrants Source: Mack Fire Protection Name of contractor: Mack Fire Protection Address: 15 Industrial Park Place, Middletown, CT 06457 Phone number. 860-632-8053 Name of designer: Brian Sargent Authority having jurisdiction: Town of South Windsor Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route I I I Windham N.H. USA 03087 Water Supply Curve (C) Mack Fire Protection Page 2 Fed Ex Conveyor System Date 4/4/13 City Water Supply: Demand: C1 -Static Pressure : 80 D1 - Elevation 6.029 C2- Residual Pressure: 65 D2-System Flow 433.118 C2- Residual Flow 1093 D2-System Pressure 56.050 Hose( Demand) 250 D3-System Demand 683.118 Safety Margin 17.662 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 E 50 D3 40 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 Fittings Used Summary Mack Fire Protection Page 3 Fed Ex Conveyor System Date 4/4/13 Fitting Legend Abbrev. Name % % 1 1% 1'/2 2 21/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD Mack Fire Protection Page 4 Fed Ex Conveyor System Date 4/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. S501 15.92 8 9.0 na 24.0 0.2 120 7.0 S502 15.92 8 9.67 na 24.88 0.2 120 7.0 S503 15.92 8 12.18 na 27.92 0.2 120 7.0 S504 15.92 8 14.9 na 30.89 0.2 120 7.0 E1 14.66 21.47 na E2 14.66 21.52 na E3 14.66 21.71 na E4 14.66 22.09 na TOR2 33.84 33.06 na BOR2 2.0 51.53 na UG2 1.0 56.09 na TEST 2.0 56.05 na 250.0 S505 15.92 8 9.02 na 24.03 0.2 120 7.0 S506 15.92 8 9.7 na 24.91 0.2 120 7.0 S507 15.92 8 12.21 na 27.95 0.2 120 7.0 S508 15.92 8 14.94 na 30.92 0.2 120 7.0 S509 15.92 8 9.11 na 24.14 0.2 120 7.0 S510 15.92 8 9.78 na 25.02 0.2 120 7.0 S511 15.92 8 12.32 na 28.08 0.2 120 7.0 S512 15.92 8 15.07 na 31.06 0.2 120 7.0 S513 15.92 8 9.28 na 24.37 0.2 120 7.0 S514 15.92 8 9.97 na 25.26 0.2 120 7.0 S515 15.92 8 12.55 na 28.34 0.2 120 7.0 S516 15.92 8 15.35 na 31.35 0.2 120 7.0 The maximum velocity is 17.23 and it occurs in the pipe between nodes S516 and E4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fina(Calculations - Hazen-Williams Mack Fire Protection Page 5 Fed Ex Conveyor System Date 4/4113 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S501 24.00 1.38 0.0 10.000 9.000 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S502 24.0 0.0672 0.0 10.000 0.672 Vel = 5.15 S502 24.88 1.38 0.0 10.000 9.672 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S503 48.88 0.2505 0.0 10.000 2.505 Vel= 10.48 S503 27.92 1.61 0.0 10.000 12.177 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S504 76.8 0.2727 0.0 10.000 2.727 Vel = 12.10 S504 30.88 1.61 1 E 2.855 3.250 14.904 K Factor= 8.00 to 100.0 1 T 5.71 8.565 0.546 E1 107.68 0.5098 0.0 11.815 6.023 Vel = 16.97 E1 0.0 4.31 0.0 12.000 21.473 to 100.0 0.0 0.0 0.0 E2 107.68 0.0042 0.0 12.000 0.051 Vel = 2.37 E2 107.82 4.31 0.0 12.000 21.524 to 100.0 0.0 0.0 0.0 E3 215.5 0.0152 0.0 12.000 0.182 Vel= 4.74 E3 108.30 4.31 0.0 12.000 21.706 to 100.0 0.0 0.0 0.0 E4 323.8 0.0323 0.0 12.000 0.388 Vel = 7.12 E4 109.32 4.31 7E 69.628 278.660 22.094 to 100.0 0.0 69.628 -8.307 TOR2 433.12 0.0553 0.0 348.288 19.270 Vel = 9.52 TOR2 0.0 4.31 1 Dvc 20.888 31.840 33.057 to 100.0 1 Bvcb 11.936 52.719 13.790 BOR2 433.12 0.0553 1T 19.894 84.559 4.679 Vel = 9.52 BOR2 0.0 6.357 1 E 17.603 4.000 51.526 to 120.0 0.0 17.603 4.433 * Fixed loss=4 UG2 433.12 0.0060 0.0 21.603 0.129 Vel = 4.38 UG2 0.0 8.27 2E 56.936 200.000 56.088 to 140.0 1 T 55.354 118.616 -0.433 TEST 433.12 0.0012 1 G 6.326 318.616 0.395 Vel = 2.59 250.00 Qa= 250.00 683.12 56.050 K Factor= 91.25 S505 24.03 1.38 0.0 10.000 9.023 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S506 24.03 0.0673 0.0 10.000 0.673 Vel= 5.15 S506 24.91 1.38 0.0 10.000 9.696 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S507 48.94 0.2511 0.0 10.000 2.511 Vel = 10.50 S507 27.95 1.61 0.0 10.000 12.207 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S508 76.89 0.2734 0.0 10.000 2.734 Vel = 12.12 S508 30.93 1.61 1 E 2.855 3.250 14.941 K Factor= 8.00 to 100.0 1 T 5.71 8.565 0.546 E2 107.82 0.5110 0.0 11.815 6.037 Vel = 16.99 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final,Calculations - Hazen-Williams Mack Fire Protection Page 6 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11G. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 107.82 21.524 K Factor= 23.24 S509 24.14 1.38 0.0 10.000 9.105 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S510 24.14 0.0680 0.0 10.000 0.680 Vel = 5.18 S510 25.02 1.38 0.0 10.000 9.785 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S511 49.16 0.2532 0.0 10.000 2.532 Vel = 10.54 S511 28.08 1.61 0.0 10.000 12.317 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S512 77.24 0.2756 0.0 10.000 2.756 Vel = 12.17 S512 31.06 1.61 1 E 2.855 3.250 15.073 K Factor= 8.00 to 100.0 1 T 5.71 8.565 0.546 E3 108.3 0.5152 0.0 11.815 6.087 Vel = 17.07 0.0 108.30 21.706 K Factor= 23.25 S513 24.37 1.38 0.0 10.000 9.281 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S514 24.37 0.0691 0.0 10.000 0.691 Vel= 5.23 S514 25.26 1.38 0.0 10.000 9.972 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S515 49.63 0.2577 0.0 10.000 2.577 Vel= 10.65 S515 28.34 1.61 0.0 10.000 12.549 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S516 77.97 0.2805 0.0 10.000 2.805 Vel = 12.29 S516 31.35 1.61 1 E 2.855 3.250 15.354 K Factor= 8.00 to 100.0 1 T 5.71 8.565 0.546 E4 109.32 0.5242 0.0 11.815 6.194 Vel = 17.23 0.0 109.32 22.094 K Factor= 23.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design Q A Mack Fire Protection 15 Industrial Park Place Middletown, CT 06457 Lt. 860-632-8053 D. Job Name Fed Ex Conveyor System Building FP-2 Location 40 Kennedy Road System 6 Contract Data File Fed Ex Conveyor AREA 6.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mack Fire Protection Page 1 Fed Ex Conveyor System Date 4/4/13 HYDRAULIC CALCULATIONS for Project name: Fed Ex Conveyor System Location: 40 Kennedy Road Drawing no: FP-2 Date: 4-4-13 Design Remote area number. 6 Remote area location: FP-2 Under Conveyor Occupancy classification: Ordinary Group 2 Density: .20-Gpm/SgFt Area of application: 7 Heads-SgFt Coverage per sprinkler. 110-SgFt Type of sprinklers calculated. 8.OK Brass Upright No. of sprinklers calculated: 7 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 409-GPM @ 44.9- Psi Type of system: Dry Volume of dry or preaction system: 947-Gal Water supply information Date: 3/26/13 Location: Site Hydrants Source: Mack Fire Protection Name of contractor. Mack Fire Protection Address: 15 Industrial Park Place, Middletown, CT 06457 Phone number. 860-632-8053 Name of designer. Brian Sargent Authority having jurisdiction: Town of South Windsor Notes:(Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Mack Fire Protection Page 2 Fed Ex Conveyor System Date 4/4/13 City Water Supply: Demand: C1 -Static Pressure : 80 D1 - Elevation 2.239 C2-Residual Pressure: 65 D2-System Flow 158.768 C2-Residual Flow 1093 D2-System Pressure 44.924 Hose ( Demand ) 250 D3-System Demand 408.768 Safety Margin 32.644 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 E 50 Li 40 D3 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N" 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Mack Fire Protection Page 3 Fed Ex Conveyor System Date 4/4/13 Fitting Legend Abbrev. Name Y '/ 1 1% 1% 2 2'/ 3 31/ 4 5 6 8 10 12 14 16 18 20 24 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Mack Fire Protection Page 4 Fed Ex Conveyor System Date 4/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. S601 7.17 8 7.56 na 22.0 0.2 110 7.0 F1 7.17 8.56 na F2 7.17 8.63 na F3 7.17 8.88 na F10 7.17 9.14 na F4 7.17 9.14 na F5 7.17 9.18 na F6 7.17 9.39 na F7 7.17 9.88 na F8 14.66 31.03 na F9 14.66 31.08 na E4 14.66 31.62 na TOR2 33.84 26.32 na BOR2 2.0 40.84 na UG2 1.0 45.3 na TEST 2.0 44.92 na 250.0 S602 7.17 8 7.63 na 22.09 0.2 110 7.0 S603 7.17 8 7.85 na 22.42 0.2 110 7.0 S604 7.17 8 8.08 na 22.74 0.2 110 7.0 S605 7.17 8 8.12 na 22.8 0.2 110 7.0 S606 7.17 8 8.31 na 23.06 0.2 110 7.0 S607 7.17 8 8.75 na 23.66 0.2 110 7.0 The maximum velocity is 8.78 and it occurs in the pipe between nodes S607 and F7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 5 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S601 22.00 1.049 1T 3.568 1.000 7.562 K Factor= 8.00 to 100.0 0.0 3.568 0.0 F1 22.0 0.2176 0.0 4.568 0.994 Vel = 8.17 F1 0.0 2.203 0.0 12.000 8.556 to 100.0 0.0 0.0 0.0 F2 22.0 0.0058 0.0 12.000 0.070 Vel= 1.85 F2 22.09 2.203 0.0 12.000 8.626 to 100.0 0.0 0.0 0.0 F3 44.09 0.0213 0.0 12.000 0.255 Vel = 3.71 F3 22.42 2.203 0.0 5.720 8.881 to 100.0 0.0 0.0 0.0 F10 66.51 0.0455 0.0 5.720 0.260 Vel= 5.60 F10 -72.20 2.203 0.0 6.290 9.141 to 100.0 0.0 0.0 0.0 F4 -5.69 -0.0005 0.0 6.290 -0.003 Vel = 0.48 F4 22.74 2.203 0.0 12.000 9.138 to 100.0 0.0 0.0 0.0 F5 17.05 0.0037 0.0 12.000 0.044 Vel = 1.44 F5 22.80 2.203 0.0 12.000 9.182 to 100.0 0.0 0.0 0.0 F6 39.85 0.0176 0.0 12.000 0.211 Vel= 3.35 F6 23.06 2.203 0.0 12.000 9.393 to 100.0 0.0 0.0 0.0 F7 62.91 0.0409 0.0 12.000 0.491 Vel = 5.30 F7 23.66 2.203 10E 48.67 261.840 9.884 to 100.0 2T 19.468 68.138 -3.244 F8 86.57 0.0739 0.0 329.978 24.393 Vel = 7.29 F8 0.0 4.31 0.0 17.840 31.033 to 100.0 0.0 0.0 0.0 F9 86.57 0.0029 0.0 17.840 0.051 Vel = 1.90 F9 72.20 4.31 1 E 9.947 51.920 31.084 to 100.0 0.0 9.947 0.0 E4 158.77 0.0086 0.0 61.867 0.534 Vel = 3.49 E4 0.0 4.31 7E 69.628 278.660 31.618 to 100.0 0.0 69.628 -8.307 TOR2 158.77 0.0086 0.0 348.288 3.011 Vel= 3.49 TOR2 0.0 4.31 1 Dvc 20.888 31.840 26.322 to 100.0 1 Bvcb 11.936 52.719 13.790 BOR2 158.77 0.0086 1T 19.894 84.559 0.730 Vel= 3.49 BOR2 0.0 6.357 1 E 17.603 4.000 40.842 to 120.0 0.0 17.603 4.433 * Fixed loss =4 UG2 158.77 0.0009 0.0 21.603 0.020 Vel= 1.60 UG2 0.0 8.27 2E 56.936 200.000 45.295 to 140.0 IT 55.354 118.616 -0.433 TEST 158.77 0.0002 1 G 6.326 318.616 0.062 Vel = 0.95 250.00 Qa= 250.00 408.77 44.924 K Factor= 60.99 S602 22.09 1.049 1T 3.568 1.000 7.625 K Factor= 8.00 to 100.0 0.0 3.568 0.0 F2 22.09 0.2191 0.0 4.568 1.001 Vel= 8.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final.Calculations - Hazen-Williams Mack Fire Protection Page 6 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11or Ftng s Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 22.09 8.626 K Factor= 7.52 S603 22.42 1.049 1T 3.568 1.000 7.852 K Factor=8.00 to 100.0 0.0 3.568 0.0 F3 22.42 0.2253 0.0 4.568 1.029 Vel= 8.32 0.0 22.42 8.881 K Factor= 7.52 S604 22.74 1.049 1T 3.568 1.000 8.081 K Factor= 8.00 to 100.0 0.0 3.568 0.0 F4 22.74 0.2314 0.0 4.568 1.057 Vel = 8.44 0.0 22.74 9.138 K Factor= 7.52 S605 22.80 1.049 1T 3.568 1.000 8.120 K Factor= 8.00 to 100.0 0.0 3.568 0.0 F5 22.8 0.2325 0.0 4.568 1.062 Vel = 8.46 0.0 22.80 9.182 K Factor= 7.52 S606 23.06 1.049 1T 3.568 1.000 8.309 K Factor= 8.00 to 100.0 0.0 3.568 0.0 F6 23.06 0.2373 0.0 4.568 1.084 Vel = 8.56 0.0 23.06 9.393 K Factor= 7.52 S607 23.66 1.049 1T 3.568 1.000 8.747 K Factor=8.00 to 100.0 0.0 3.568 0.0 F7 23.66 0.2489 0.0 4.568 1.137 Vel= 8.78 0.0 23.66 9.884 K Factor= 7.53 F10 72.20 2.203 20E 97.339 340.410 9.141 to 100.0 4T 38.936 136.275 -3.244 F9 72.2 0.0528 0.0 476.685 25.187 Vel= 6.08 0.0 72.20 31.084 K Factor= 12.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ . Fire Protection by Computer Design <9 .t Mack Fire Protection 15 Industrial Park Place 1r, 0m Middletown, CT 06457 860-632-8053 Q Job Name Fed Ex Conveyor System Building FP-5 Location 40 Kennedy Road System 7 Contract Data File Fed Ex Conveyor AREA 7.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mack Fire Protection Page 1 Fed Ex Conveyor System Date 4/4/13 HYDRAULIC CALCULATIONS for Project name: Fed Ex Conveyor System Location: 40 Kennedy Road Drawing no: FP-5 Date: 4-4-13 Design Remote area number: 7 Remote area location: FP-5 Under Conveyor Occupancy classification: Ordinary Group 2 Density: .20-Gpm/SgFt Area of application: 1950 -SgFt Coverage per sprinkler. 130-SgFt Type of sprinklers calculated: 8.OK Brass Upright No, of sprinklers calculated: 18 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 744-GPM @ 65.4- Psi Type of system: Dry Volume of dry or preaction system: 947-Gal Water supply information Date: 3/26/13 Location: Site Hydrants Source: Mack Fire Protection Name of contractor: Mack Fire Protection Address: 15 Industrial Park Place, Middletown, CT 06457 Phone number: 860-632-8053 Name of designer: Brian Sargent Authority having jurisdiction: Town of South Windsor Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Mack Fire Protection Page 2 Fed Ex Conveyor System Date 4/4/13 City Water Supply: Demand: C1 -Static Pressure : 80 D1 - Elevation 2.928 C2-Residual Pressure: 65 D2-System Flow 493.35 C2- Residual Flow 1093 D2-System Pressure 65.414 Hose( Demand) 250 D3-System Demand 743.35 Safety Margin 7.235 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 R 60 D3 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary , Mack Fire Protection Page 3 Fed Ex Conveyor System Date 4/4/13 Fitting Legend Abbrev. Name 1/ g/ 1 1%< 11/ 2 2'/ 3 31/ 4 5 6 8 10 12 14 16 18 20 24 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Mack Fire Protection Page 4 Fed Ex Conveyor System Date 4/4/13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 7 8.76 8 9.22 na 24.3 0.2 108 7.0 G1 6.92 10.44 na G2 6.92 10.53 na G3 6.92 10.84 na G4 6.92 11.52 na G7 6.92 13.14 na G8 6.04 14.52 na S710 6.04 8 15.82 na 31.82 0.2 124 7.0 G9 6.04 17.43 na G10 4.79 19.4 na G12 14.66 23.31 na E4 14.66 24.79 na TOR2 33.84 41.0 na BOR2 2.0 60.75 na UG2 1.0 65.34 na TEST 2.0 65.41 na 250.0 S703 8.76 8 9.61 na 24.8 0.2 124 7.0 S704 8.76 8 10.25 na 25.62 0.2 124 7.0 S705 8.76 8 11.28 na 26.87 0.2 124 7.0 G5 6.92 12.58 na S706 8.76 8 11.38 na 26.99 0.2 124 7.0 G6 6.92 12.69 na S702 6.92 8 10.07 na 25.39 0.2 124 7.0 S707 6.33 8 12.5 na 28.29 0.2 60 7.0 S708 6.04 8 12.81 na 28.64 0.2 124 7.0 S709 6.04 8 13.22 na 29.09 0.2 124 7.0 S711 6.04 8 16.34 na 32.34 0.2 124 7.0 S712 6.04 8 16.49 na 32.48 0.2 124 7.0 S713 4.79 8 15.41 na 31.4 0.2 105 7.0 S714 4.79 8 15.52 na 31.52 0.2 105 7.0 S715 4.79 15.93 na S716 4.79 8 15.07 na 31.06 0.2 105 T.0 S717 4.79 8 15.18 na 31.17 0.2 105 7.0 S718 4.79 8 15.58 na 31.58 0.2 105 7.0 G11 4.79 16.63 na The maximum velocity is 13.19 and it occurs in the pipe between nodes G11 and GI Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 5 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl? or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 24.30 1.38 IT 4.282 1.840 9.224 K Factor= 8.00 to 100.0 0.0 4.282 0.797 G1 24.3 0.0688 0.0 6.122 0.421 Vel= 5.21 G1 0.0 2.203 0.0 12.000 10.442 to 100.0 0.0 0.0 0.0 G2 24.3 0.0070 0.0 12.000 0.084 Vel= 2.05 G2 25.38 2.203 0.0 12.000 10.526 to 100.0 0.0 0.0 0.0 G3 49.68 0.0265 0.0 12.000 0.318 Vel= 4.18 G3 24.80 2.203 0.0 12.000 10.844 to 100.0 0.0 0.0 0.0 G4 74.48 0.0560 0.0 12.000 0.672 Vel= 6.27 G4 25.62 2.203 IT 9.734 7.040 11.516 to 100.0 0.0 9.734 0.0 G7 100.1 0.0967 0.0 16.774 1.622 Vel = 8.43 G7 53.86 3.314 1 E 7.274 11.250 13.138 to 100.0 IT 15.586 22.859 0.381 G8 153.96 0.0293 0.0 34.109 1.001 Vel= 5.73 G8 86.01 3.314 1T 15.586 3.960 14.520 to 100.0 0.0 15.585 0.0 S710 239.97 0.0668 0.0 19.545 1.305 Vel= 8.93 S710 31.83 3.314 1 T 15.586 3.500 15.825 K Factor= 8.00 to 100.0 0.0 15.585 0.0 G9 271.8 0.0840 0.0 19.085 1.603 Vel = 10.11 G9 64.82 4.31 1 E 9.947 11.420 17.428 to 100.0 IT 19.894 29.841 0.541 G10 336.62 0.0347 0.0 41.261 1.433 Vel = 7.40 G10 156.73 4.31 3E 29.84 46.660 19.402 to 100.0 2T 39.787 69.627 -4.275 G12 493.35 0.0704 0.0 116.287 8.186 Vel= 10.85 G 12 0.0 4.31 0.0 21.000 23.313 to 100.0 0.0 0.0 0.0 E4 493.35 0.0704 0.0 21.000 1.479 Vel = 10.85 E4 0.0 4.31 7E 69.628 278.660 24.792 to 100.0 0.0 69.628 -8.307 TOR2 493.35 0.0704 0.0 348.288 24.519 Vel= 10.85 TOR2 0.0 4.31 1 Dvc 20.888 31.840 41.004 to 100.0 1 Bvcb 11.936 52.719 13.790 BOR2 493.35 0.0704 1T 19.894 84.559 5.953 Vel= 10.85 BOR2 0.0 6.357 1 E 17.603 4.000 60.747 to 120.0 0.0 17.603 4.433 * Fixed loss=4 UG2 493.35 0.0076 0.0 21.603 0.164 Vel= 4.99 UG2 0.0 8.27 2E 56.936 200.000 65.344 to 140.0 IT 55.354 118.616 -0.433 TEST 493.35 0.0016 1 G 6.326 318.616 0.503 Vel= 2.95 250.00 Qa= 250.00 743.35 65.414 K Factor= 91.91 S703 24.80 1.38 1T 4.282 1.840 9.610 K Factor= 8.00 to 100.0 0.0 4.282 0.797 G3 24.8 0.0714 0.0 6.122 0.437 Vel= 5.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 6 Fed Ex Conveyor System Date 4/4/13 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 24.80 10.844 K Factor= 7.53 S704 25.62 1.38 IT 4.282 1.840 10.255 K Factor= 8.00 to 100.0 0.0 4.282 0.797 G4 25.62 0.0758 0.0 6.122 0.464 Vel = 5.50 0.0 25.62 11.516 K Factor= 7.55 S705 26.87 1.38 1T 4.282 1.840 11.281 K Factor= 8.00 to 100.0 0.0 4.282 0.797 G5 26.87 0.0828 0.0 6.122 0.507 Vel= 5.76 G5 0.0 2.203 0.0 12.000 12.585 to 100.0 0.0 0.0 0.0 G6 26.87 0.0084 0.0 12.000 0.101 Vel= 2.26 0.0 26.87 12.686 K Factor= 7.54 S706 26.99 1.38 1T 4.282 1.840 11.379 K Factor= 8.00 to 100.0 0.0 4.282 0.797 G6 26.99 0.0833 0.0 6.122 0.510 Vel= 5.79 G6 26.87 2.203 IT 9.734 4.960 12.686 to 100.0 0.0 9.734 0.0 G7 53.86 0.0308 0.0 14.694 0.452 Vel = 4.53 0.0 53.86 13.138 K Factor= 14.86 S702 25.39 1.38 1T 4.282 1.840 10.070 K Factor= 8.00 to 100.0 0.0 4.282 0.0 G2 25.39 0.0745 0.0 6.122 0.456 Vel= 5.45 0.0 25.39 10.526 K Factor= 7.83 S707 28.29 2.203 2E 9.734 10.080 12.503 K Factor= 8.00 to 100.0 0.0 9.734 0.126 S708 28.29 0.0093 0.0 19.814 0.185 Vel = 2.38 S708 28.63 2.203 0.0 12.000 12.814 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S709 56.92 0.0340 0.0 12.000 0.408 Vel = 4.79 S709 29.09 2.203 1T 9.734 8.040 13.222 K Factor= 8.00 to 100.0 0.0 9.734 0.0 G8 86.01 0.0730 0.0 17.774 1.298 Vel= 7.24 0.0 86.01 14.520 K Factor= 22.57 S711 32.34 2.203 0.0 12.000 16.344 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S712 32.34 0.0119 0.0 12.000 0.143 Vel= 2.72 S712 32.49 2.203 IT 9.734 12.000 16.487 K Factor= 8.00 to 100.0 0.0 9.734 0.0 G9 64.83 0.0433 0.0 21.734 0.941 Vel = 5.46 0.0 64.83 17.428 K Factor= 15.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 7 Fed Ex Conveyor System Date 4/4/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S713 31.40 2.203 0.0 10.000 15.406 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S714 31.4 0.0113 0.0 10.000 0.113 Vel= 2.64 S714 31.52 2.203 0.0 10.000 15.519 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S715 62.92 0.0409 0.0 10.000 0.409 Vel= 5.30 S715 0.0 2.203 IT 9.734 7.500 15.928 to 100.0 0.0 9.734 0.0 G11 62.92 0.0410 0.0 17.234 0.706 Vel= 5.30 0.0 62.92 16.634 K Factor= 15.43 S716 31.06 2.203 0.0 10.000 15.073 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S717 31.06 0.0111 0.0 10.000 0.111 Vel = 2.61 S717 31.17 2.203 0.0 10.000 15.184 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S718 62.23 0.0401 0.0 10.000 0.401 Vel= 5.24 S718 31.58 2.203 1T 9.734 2.500 15.585 K Factor= 8.00 to 100.0 0.0 9.734 0.0 G11 93.81 0.0857 0.0 12.234 1.049 Vel = 7.90 G11 62.92 2.203 1T 9.734 2.750 16.634 to 100.0 0.0 9.734 0.0 G10 156.73 0.2217 0.0 12.484 2.768 Vel= 13.19 0.0 156.73 19.402 K Factor= 35.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087