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BLD1999-0815C111.1 01i X M FE 'v U-1 CD Ems A L ALLElk: &BIWA 11 L 90 NJ EXISTIMC E3UIL[)11-,]G ?11 LLJ Lij M V C4 &6 z L 104 kAA 41 FIRE SPRINKLER RISER 2 FEED TO IF.D.C. LOCATION. (5-EE 5HT. 2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H 11 6 11 110, Vd 4 A 41 ZIA A 44 4 1 A 4 4 4 A Q <4 0 a A A 45 4 A 4 EEJ a- Lj N Ld z TV In >-.V) Ld U) �j Li w M n_ . 0z a: 6 ELECT, ELL U. 0 < ::) I.. F;- U- WIRING Byl OTHER —i u LjJ > Ld (y IL Z M cmn 0 LL A ..... 0,0 5 TH AVE. ........... ........... ...... ..... ....... ...... ...... 17 01 1 --------------- ------------ c� F� CD 212" SINGLE SNOOT F.D.C. (SEE DETAIL �HIS SHEET) 6 Y'A-L Vic P 64�� WATER FLOW INFO: STATIC: 110 PSI GPM: 2613 @ 20 PSI ja� 2# 41 6# 81 1'09 12' 14 16 18 SITE PLAN FOR HYDRAULIC REFERENCE (PER EDMONDS FIRE DEPT,) ONLY CENTRAL 2 1/2" SINGLE SNPOT N 1/2" BALLOW VALVE IN 0)" nif v cru An 0113r 2" GALV 90's 2 FDC DETAIL 2 THRD STEEL ADAPTER 2" CPVC PIPE TYPICAL PENQENT HEAD SEE INSULATION DETAIL ROOF- BATT INSU�LATION (BY OTHERS) BRAN CHLINE­------�� SPRINKLER HEAD WET STYLE DETAIL 1A U EEIN CEILING MODIFIED W�TE: HEAT FROM BELOW CEILING MUST BE ABLE TO GET TO SPRINKLER PIPE TENT VISQUEEN OVER PIPE DONOTWRAP INSULATION AROUND OR UNDER PIPE ALL PIPE SUBJECT TO FREEZING MUST BE MAINTAINED TO A MIN, 40* PER NFPA-13/13R C., (A.�& Lf HANGER APPLICATION CPVC PIPE STRAP RESTRAINER APPLICATIO CPVC PIPE HEX HEAD SELF TAPPING SCREW DOUBLE FASTENER CPVC PIPE STRAP HANGER TO BE WITH NOMINAL PIPE SIZE 3/4 1 It 1 1/4 11$1/2 2 Cpvc PIPE HEX HEAD SELF TAPPING SCRE W SINGLE FASTENER CPVC PIPE STRAP N 6 OFF EACH DROP MAX. HANGER SPACING 5 1/2 6 61/2 7 8$ TYPICAL HANGER BUILDI,'-N4'G SECTION A —A SCAi-r F CITY OF EDiAoj%�D'-3 BUILDING DEPARTMENT WORK ADDRESS OWNER APPROVED DATE BLDG, OFFICIAL VP JOA. 102 IVA GENERAL NOTES: SPRINKLER SYSTEM DESIGNED PER NFPA 13 IN OFFICE SPACE AND 13R IN DWELLING AREAS, ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M, APPROVED FIRE SPRINKLER SYSTEM TO 13E INSTAL�LED, BRACED AND TESTED IN ACCORDANCE WITH NFPA 13 IN LOCALITIES SUBJECT TO FREEZING CONDITIOr�S' IT IS THE OWNERS A. RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER bYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR "NY APPURTENANCES THEREOF M ALL ELECTRICAL, PAINTING OF -PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE O�`INER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THE WATER BASED FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH THE REQUIREMENTS OF NFP`A 25 ALL PIPING AND FITTINGS ARE CPVC,, EXCEPT FOR 2" STEEL RISER, OFFICF SPACE IS QESIGNED FOR A 610/855 SQ,,FT, (REDUCED AREA APPLIED) FOUR HEADS ARE CALCULATED FOR THE DWELLING UNITS, HEAD SPACING IN RESIDENTIAL AREA IS 20SQ, FT. x 20SQ. FT, MAX, OFF THE WALL IS 1OFT* James a f rry GENERAL CONTRACTOR TO PRQVIDE PENETRATION THROUGH STEEL BEAMS, '77� i INEERING LEHNER ENG L J) S aa Fire PrOtesdorl- Engineers 11 ACCEPTED t —CACCE-PTED AS NOTE.D f 13 RESUBMIT 41 9-21-99 JB REVISED PER MIKE LEHNER REJECTED pt�s 00 By: 7-26-99 JB REVISED PER PLAN REVIEW LETTER DATED 7-2-99. LEHNER ENGINEER Date: 2 7 SPRINKLERS UPRIGHT PENDENT SID�WALIL 216 TOTAL JOB 11 a" UP T( OFFICE SP 1" BUTTERE W/TAMPER 11 a" UP TO 31 OFFICE SPACE SECOND FLOOR FLOOR PLAN SCALE 1/8 Irdf =-l.—o.. 20x2O HEAD SPACING MAX. 10FT FROM WALL 2' 4' 6' 8' 10' 12' 14' 16' 18' ALL COUPLINGS ARE FLEXABLE� PIPE (BY ADVANCED FIRE) 1" ANNULAR CLEARANC 2" CPVC FLOOR OFFICE SPACE TA rvcrru RISER MANIFOLD DETAIL HEAD BOX 0 FIRST FLOOR SCALE 20x2O MAX. 21 2, AM ES BACK FLOW W/B Y— PASS (300OSS)AND TAMPER SW. 4" D.I CLASS 52 (BY OTHERS) 2" ANNULAR CLEARANCE 1 /8"=1 "-0 PLAN HEAD SPACING 1OFT-FROM- WALL ® = CONTRACTOR TO DRILL STEEL BEAM FOR SPRINKLER LINES LEMER ENGINEERING Fire. Protection Engineers 0 ACCEPTED ACCEPTED AS DOTED 0 RESUBMIT 0 BEJECTEE7 tr SEE LETTER s SPRINKLERS UPRIGHT UPRIGHT PENDENT 18 `m'mm mm, oa-cR ,e Isr � VMIT. PENDENT 4080 C""'A"W. Lf 0 1M MCESM Vmlm SI aEwALL ► 1 CENTRAL MOD. c�—OR 117 I W GRASS 99 THIS SHEET REDUCING COUPLING 1/8'0 MIN. 1 /2 MAX. 'CENTRAL' MODEL LF /8" RECESSED PENDENT IDENTIAL PENDENT AND RECESSED PENDENT DESIGN REOUIREMFNTS 155' F MINIMUM DESIGN FLOW TWO OR MORE ONE SPRINKLER SPRINKLER _.................................................. ............. 10 GPM (11.1 PSI) 8 GPM (7.1 PSI) 10 GPM (11.1 PSI) 8 GPM (7.1 PSI) 10 GPM (11.1 PSI) 8 GPM (7.1 PSI) 18 GPM (21.8 PSI) 10.5 GPM (12.3 PSI) 16 GPM (28.4 PSI) 13.5 GPM (20.3 PSI) )F STUD. )F CMU .M.ntk 29-21-99 JB REVISED PER MIKE LEHNER �7-26-99 JB REVISED PER PLAN REVIEW LETTER DATED 7-2-99. LEHNER ENGINEER N m fl r 10 --------- - - - rt +t J+ 1 , L.r EI} I•' REMOTE AREA 1 4 HEAD CALC. i-412 4-1012 LIVING Ana, dA-Q r � � B[ �P-r,nh.1 LIVING RK1, Fi"4­012 (c� j •-- r i BATH - - ^ -- - -- - ----__ 4-1012 -27 I<lTrHE!•1 I BADCLOSET 0 0 --- r 1p CO ?i .- - _ -- ,�lH 11 1'1'! 1) 1 LAUNDR = LAW- 4-6 273 3-51 - -1 - --- - = . -� 42 - 4-0 z EPJTF?Y' El•.lTF"i � BA iH ' 4A_n 8-112 )-- Lo ® CORRIDOR STUDY IuI _—=---- ---- 1" BUTTERBALL VALVE ago ELEVATOR HEAT d` ---- w ET£CTCR w« .. I P- 6 4-- 012 I W/TAMPER SWITCH. 13Y OTHERS" ��..s/ Late-;� (:Q).-,� EyE rE P. �..7 _ 1 61 21 f i1Tf?l' 1-4 -111 �-- , L N F4 EHA yJ_ AIR ,; 10-� - I _ T �, �� �1 6-10fie ------ aei C) EH TR 1' I _— _. --- __ ErJTP.-� 'a' ti '� I� I Ti.= H FT1 i &j }n ES TH BATH KITCHEI I 0 - - -- REQUIRED PSI:78.9 TOTAL FLOW(GPM):57 2203 AREA #1 AT CITY CONN 140 120 100 80 in n 60 40 20 - ---- - - -- -- c2 I 1 N � 1 r tIC �.. ILn D?+7s_?I�UDE-f - - _.E ni C HEC,F=,�rih:1 Li •.If li_^ r-1. �� _ I Llvl! �rD-_9_9 E+E( ll - BEDROOM MIN 11 JC)L — -- aD-U. - — -----� — — —— DECI•: LE:CI.L FOURTH FLOOR PLAN SCALE 1/8 =1 -0 20x2O HEAD MAX. 1OFT SPACING FROM. WALL PPL 00 150 200 250 300 350 400 FLOW (GPM) TYPICAL 1" DOWN TO THIRD FLOOR UNLESS OTHERWISE NOTED. 450 114" DOWN FLOOR 114" DO0 FLOOR THIRD SCALE 256 FLOOR 1/8 :=I,—o HEAD MAX. 8FT PLAN SPACING MAX. FROM WALL ® = CONTRACTOR TO DRILL STEEL BEAM FOR SPRINKLER LINES REQUIRED PSI.102.9 TOTAL FLOW(GPM):255 2203 AREA #2 AT CITY CONN 140 120 100 80 Uf n An 1 UUWN CSC UU I ` TO F.D.C. LEHNER ENGINEERING ire ProlediOn Engineers L ACCEPTED ACCEPTED AS NOTED RESUD ,Jl IT .El REJECTED rbTSEE LETTER By: Date: SPRINKLERS UPRIGHT PENDENT 0 57 `"m" U00. co -CA PENDENT 0 50 `e Ift' 41. SI DEWALL 117 THIS SHEET 0 250 300 350 400 450 500 FLOW (GPM) 'PRINKLERS UNLESS OTHER 4%, ,• • �i1C flj , 't 1 hy1• 0 rPQ a e # an sr, t*� itIll, � u4k � 1. w n. aaase ' pW -+vIt br i ar -i„ K,Y UFY irousma AS- za. T alujm= Avg] ARC"' I-OT J"ANTS TO BE" Ca►MC7, AW AU lWaLawkE L UTIlJ1 L ' 1Sr�° STOr? lRW'f1v p1pr , L r PK m/? n, *4S;W , VmwwW4 i E Oi 117E PRIORl iWS7�i irk �r CI I"�� 424' 5555 r iJ'7TLIT L 0 1 i .S a. 1 r� D P.4�' S BE Pt ; AS II10"V �O _AZZ d009f1SPW7 LINES AvVST LWNECT TO 40RAVN4for //.1D.SPE CS jU�D LID STRIP RE 79 9.5e ALL ` .S)Y&L BE nP " 1i, Z/MF" NUTfD 07NDP Mur ` EX PIJ � /0 .SEWER IE 75.e 5' (W 1, .EiE'VR f P. ,S „4LL UOU 12 G -- --.- ,8 0 �, , ' - S (MW4"T FIG DRABS HZWi r4 CWY "' NEST APP JPW R"S �/.�'r RE ON NE 571r NVEN " R r 1 ,, CURB p Lf; S ` STOR: 1 'o LF B SIMGNSM10710N A9 IN FR06WESS qftftqkoft .... , Jv4LL GWS7R CTI I "Wit BE' 10 APPLIOX&C GWES AN40 STr�AOAAWS Rj- If- 5~Eoil g e4 l .-- RE �-- 7449 } &C 7511E IE -� 715 E ► ., e�S EX ,asR�� r � N ` , �- EX 5PHAZ r PA P7N� �„ .-,r- "IE 74 fro (NEW 8 IN 7112tIN� i ... -� ¢- 1 +} CURB JLJ 0mmommoomanwo ....� r+wre ,� S.L.. .,,.. .�. .w.w. va O.r..t yr � "L AS � P re" w N f ' �` ' lE 7 : �S' fMW .... ,P 474= �, Pam" fR /' f 5' 7tf 05 9 If IT b.. t w 01 ir owl oldW ip ��wj _ �5• SAWS • , 05 EDGE` Of NZW P.4 "mr XRr � fry TAPE I� c (45 0 .--- ' 0:fLO EL 7590 ,... ' .' �i Pill /E-.OOvr� fi M E EX7rU0ED Ni. 'IE"'�-e�4v (wu � LL%RS � *�" to ,_ �, EQOE QF CZ B ASONAL r L`X15'rINO t � O� .� 6X'U.S WO AMI LEA LY�fE1RSL•`SFC77ONA A� 6 EXTRUDE�T 4WRB ' `� ' RA 011VG .� ... ��.-- - �_ _.�. I 0W? 4" CRU&YM Rom' Br45E aVRSE �. - -- w SCALE 1� �' = 5' _ r a AfN,NG L rVII . SYS)M O c�f� o ALEll-� 7a g0 r aIAV � WMr COkR `� �, 14RE7.�DR�4N i ,n � LAO X DEmmv RIr�E [ �G` ,�' 7,5` � • ; ' I ; SSA O SL OMS j i 5' 1 ' LF, 0 Xuly amp DEl,�N11 PI1~'E RE � �` � 2 GAMC S f, 4 r ,� r...-, �' S O'��' ti 5' r .►' R11�" SIJPTS" 0� � . --� Pitt � 4:4 A CO ? fl?AloO� CO R X.V RE L 7 1�f"a SIN B" AL1� Y _ � E'X U, ED RMRs �a5 A�ED RED 'DR ' 75 O Rr� �- �- , _ �. _ �. l ' I IE 74 SRO � � "; AID TZETPE O7Fgp Rom' RUly� I, c LEC �, - — ------`..___...--.-_ -y -:a ;,x`<tir '••wsy ",' ,,. 9 I1s.e.tlF! -W a- !L!'"F-s s,#° # iC-.9.: k zr- r'tii w. .w- ..rr.r..{* + `E � ff '�"'►�'�'o- i.^e /y/��+' •-r,w ", „ r "— +r.w �l y -.a / ,�! ....r ..,.�. .... I x: +► tea "5 i + 42 v ' ski • . _ 1 l - Aqwa xAv num C E' mwoor 1 �, I�. O .. s X 55 G rE , LIf r .� co PIPE TO l0ErENA4TV RIPE0 � . 0;41'I lE-7iA S ? � 55 Or . SM?Aa' ram' GA X L '. MY 1PL�"1�'IClOf' PLC iE f T� � r ZIV e � �,�,'�, 5" DID ref . CB,SE'N r#-# ,PRO 9UIZ ..�. �. _ �.......� �. �. _ _ E�A. � MR SRf�4CE" ?� 94 � r ` --� --10 .' L�; DEiN fPE' - ,� � � 1E ,�� 55 � ORI1�� �0 IE" 77 � - -- -- �� , �E 75 " S OUTLET RIPE 7—..off '7f" .._.� 5 S T _ _ .. ,.._ _ ._ �.. �..� �..� ���.���' � — `.� �. �. T�Er PEE � � � � G LEc7w fiw M fuJ Of RAM ' 79 70 1* � 8'' �11�f P �UJ �' - O , 1�V�f t' S-� � C�'' 1f'Y �' � }�� 0RIT � Gam' P�SL"aP TLC" F-+ � . � _ .. CaVAT "T F7V DRAIN. ` � ' '�` R�1 ` BOMo/ EL 7J O0 5,,4 1 17 f�T - He --O' a N01� PRO'S' L' L�',S .4TG'G'' ANTS LLJ al AS z �'15 5�4 01Y,��47E�r'LEQ SEPWR,r4ii ? BY UTILITY NO 5 4L ' 1T "' C 11IEr PIPE' w 1 t V U2 T =PANY .3 f 1- �. a LOCA � New, DE�V� c1�Ec� � � . � GR�� V� AC� �� �- �� (4 5,� �to UJ O PE r4�SL Y" ' Sr�4GE Rom# IN -- RE"' BS C) a 4� � B.�s��Wr �T SPR�,� D� r� DEr L� � S � � 7 (842p i IE 7.O� 1 USE MIN 5 D1 5 .._._.�.,...,...,..�_ E �� TO EE•i 1'E O� 2 SWEAR MALL SE PER "awmw GXUN7Y .S`Te�i�iD�RDS ,_ D MIF y 70 AL 44=44 AU OY 11ASW B 2S�2G�wT20 MEAR GATE 9 -w --F S17 LAZIREL HED�' 70 RE .S .4LL BE' PSR SIAW04. hS ' C LMY ST14NDARDS ,�n► +� MAIO" EASDNO SIU P & ROOTY � h IO RE XIN ILE AffmW LANA9SCARING J ETAL P.4R AW Cry; 15 49A Ill III r , fR�'E �D1AX0? .S`1E"PS ", rr sa G . -� �=� R� A CLEAIWr GA L' IS �►.991T MW TW "f R� S We ' ... S-w-L V SR ar IS 64EAR iF f"I.,SL"�4' ` y ANP '` � .STEEP ,Sz E' � �- `'�_ � Gh'��N 1O EX �'Ert�E NT 11Ni� fENC4F a mme IS arAR alRB CONO WALE PIS fl - 11. IF 6 1� MAW A LEAST W J"O � SUOPWr RRAorEr AV01 ED 10It 4 � A ROX EXISRN ' RETAININ ROB :`107MV RE A 1101 �" � t�X�Sr�I�'G S�DE�� 1Y TO �R�44IN 1�' T.4i1 A T i �YESI'` � Rr ERY 1t3 � � � �` ".�,� w AmIII,IlljlllllllllllllllllllI �'�r RE N APPRO T j NO SCALE �Ee �- 109 ,.3' ,� E LOr.S' T ��D � �� � G�'Ti� P��` �4DDI]l r0 ���.� ��DING 70 THE PLAT s5F fCF ffV6 fD IN RZ11A1 9 i�"` f�t� P.��" �O �IIIIIIIIIIIIIIII� ` � Wow IN M010 I" C�UNlY, WA.I. 10070 a t Pool PF0 R0449 f i r w..1 r. aw.+AwrwMr• •lam w+w++ r+ rrwww.r. w.fr. ... e...r.t .r,yfir. .r wr. .rr..rrw.+.F 1 //h y w � .^'. x+s- .wr wrrrree!• rw+riW9 j � 'werrw^�' err µ�r.+�+ewrn e� �rien'�+1'r ee.lr r�exrr� i rereere+e ereww r ayre.iwnn � wraM.^A 9w 7eiy'f.ir M I+M++w lip 1l^ir 'rR► ! . err r.+i► +r w .f rr"elL' r11+rlelbr � er Arr w ler.rw. reyee►r � Sri' 'rwy/w. y NeM/ere+Ywreeirl! � �•�"� +' 1 r r 0 S"X B "X 4" 7ZT ' B" G I ` WA ! �li"Gr4t DATI.�' 01r L�" EDDS �� 1 A1D 4 Gt/ � �� S'iL`BEAW AR � 5 � � APPROVED FOR CONSTRUCTION S i A10Sr NWAERL Y tWC 0 f% D ►'� I�fnwwr L 004 w A r 7ysq ,S: E` • f N� ?1WIII WAORAV "INr a& AY D � � ,' � GRAPHle s LE �� � 15569 CITY ENGINEER 5N 44 ., DATE W ,►� � � CUR9 G` rrER � � EXPIPEs s--CO—CO MIXED USE BUILDING AZ Z El TAYLOR/GREGORY ARCHITECTS IN W-IIIII0 PHONE 425--778-�-1530 IV R/W iVol �. w, �= M' '-4 'L Aif ¢' Diu c rt 4x w�'. «v x -E- '+ y c" -- d4�- M ie '1N J INK � r` � �h 1� �+r. .9h. b° Atr -tee .� _ � `� a.. �' +� 'u .m. dPa W. ..r L%i._.✓._ .PIS'- ... s. .J. _ .yi.r It 0 i t EXISTING BUILDING --mow--_ NI�lr II II III III c-,61 104 I - 06 1, FIRE SPRINKLER RISER �I LOCATION. (SEE SHT. 2) 2 FEED TO iF.D.C. I f................................ .................................. .... ................................ .. WT I m II N A ` .1 • • d I d e y d d d d a /_/., i 4 d d • e ° .�a •4 I •4 d r e� d d q � � i e a •+ n ��a d a � ,� n �` d 4d° d 4• d d • � a r � e �}'• d � • d Ln >- V) II I -•J x w V) J it 6" ELECT, ELL Q i U. (WIRING 8Y1 OTHER U(n o J o U d II w>- � }w uz P.0 5TH AVE. ............ ..................... N•—•-- ............------------------ .......................... .—.—..,.,.......--.—.—.—,—.._.................. o ++ ICID f 0 212" SINGLE SNOOT ' 1 F.D.C. (SEE DETAIL PHIS SHEET) 1 �� r r ....rr w.r..,r..,w.w..r____—�_•^____�wwi�_w��ww��—�_�_ rr.�—_�—_—r__�n.__wnw r--nwM....... WATER FLOW INFO: STATIC: 110 PSI GPM: 2613 @ 20 PSI (PER EDMONDS FIRE DEPT,) 2' 4' 6' 8' 10' 12' 14' 16' 18' SITE PLAN FOR HYDRAULIC REFERENCE ONLY CENTRAL 2 1/2" SINGLE SNOOT� d U V) J x cV 1 /2" BALLDRIP VALVE 1141 fill Illl ---- _- - h" cui v c;ru in ow 2" GALV 90' 2" FDC DETAIL 2" THRD STEEL ADAPTER 2" CPVC PIPE TYPICAL PENDENT HEAD ROOF- BATT INSULATION (BY OTHERS) BRANCHLINE ' :: SPRINKLER HEAD WET STYLE DETAIL 1A VISQ CPVC PIPE STRAP MODIFIED NOTE: HEAT FROM BELOW CEILING MUST BE ABLE TO GET UEEN TO SPRINKLER PIPE TENT VISQUEEN OVER PIPE DO NOT WRAP INSULATION AROUND OR UNDER PIPE CEILING ALL PIPE SUBJECT TO FREEZING MUST BE MAINTAINED TO A MIN. 40' PER NFPA-13/13R HANGER APPLICATION it :STRAINER APPLICATION t f CPVC PIPE CPVC PIPE HEX HEAD SELF HEX HEAD SELF TAPPING SCREW TAPPING SCREWi..n � DOUBLE FASTENER SINGLE FASTENER CPVC PIPE STRAP CPVC PIPE STRAP HANGER TO BE WITH IN 6" OFF EACH DROP NOMINAL PIPE SIZE MAX. HANGER SPACING 3/4" 5 1 /2" 1 of . 6' 1 1 /4 6 1 /2' 1 !1 /2 7} 2 S TYPICAL HANGER SEE INSULATION DETAIL BUILDING SECTION A -A `KALE 1 /4" V-Q" GENERAL NOTES: SPRINKLER SYSTEM DESIGNED PER NFPA 13 IN OFFICE SPACE AND 13R IN DWELLING ARE" A . ALL MATERIALS SHALL BE NEW AND U.L. LISTED' OR F,M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA 13 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE DY OTHERS SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THE WATER BASED FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 ALL PIPING AND FITTINGS ARE CPVC EXCEPT rOR 2" STEEL RIS OFFICE SPACE IS DESIGNED FOR A .1.0/855 SQ*FT, (REDUCED AREA APPLIED) FOUR HEADS ARE. CALCULATED FOR THE DWELLING UNITS, HEAD SPACING IN RESIDENTIAL AREA IS 20SQ. FT, x 20SQ. FT, MAX, OFF THE WALL IS 1OFT40 GENERAL CONTRACTOR TO PROVIDE PENETRATION THROUGH STEEL BEAMS, SPRI UPRIGHT ,PENDENT SIDEWALI 226 TOTAL JOB 3 11 -7- 99 JB REVISED RECOkD ORAWI 9 2 9-21--99 JB REVISED PER MIKE L. H:Ntk 7- 26- 99 JB . REVISED PER PLAN i I Li `'T R 1 DATED .7- 2- ' . LEH ER N, NEE : i ,r 114"UPTC OFFICE SP) 1 " BUTTER[ 1N/TAMPER 114" UP TO OFFICE SPAC SECOND SCALE 20x2O MAX. FLOOR HEAD SPACING PLAN 1OFT FROM WALL D FLOOR 0 ALL COUPLINGS ARE FLEXABLE N WET RISER IN MUD ROOM CPYC TO WEr RISER -IN MUD ROOM W STEEL BACKFLOW IN STORAGE J L7 � Cn tt n 20x2O MAX. Li LL O 21 z„ 0 AMES BACKFLOW W/BY-PASS N (300OSS)AND T cV AMPER SW. FLOOR PLAN vr � I � 0 1/8 1 HEAD SPACING 10FT FROM WALL = CONTRACTOR TO DRILL STEEL BEAM FOR SPRINKLER LINES d a M 9 1 /20 MAX, f .t 'CENTRAL' MODEL LF '8" RECESSED PENDENT CNIAL PENDENT AND RED PENDENT fESIGN REWIFtEMENT"S ISe F MINIMUM DESIGN FLOW ...............:...................... ........... ........ ....: T" ION ONE " tEr� M 10 GPM (11.1 PSI) 8..GPM Psi) ....: 10 GPM! (11.1 PSI) 8 GPM (7*1 PSI) 10 GPM (11.1 PSI) 8 GPM (791 PS, 1) 18 GPM (21.8 PSI) 10* 5 GPM (1 ► t ) 16 GPM (28.4 PSI) 13.5 GPM (2 .3 PS ); Q11-7-99 J8 Q9-21-99 JB 7-26-99 JB ;1 ..1 12V.' REMISED RECORD DI AWNd , REVISED PER WKE, LEVAt4t REMISED PER PLAN , REMI V: L&TER DATED 7— 2-99. LEHNER ENGINEER JOB* EDMONDS MIXED USE BUILDING ''JAM �. 654 5TH AVE. ELMCN©S, OVA DATE ;;.. ;s,....... f 0 2' 4' 6' 8' 10' 12' 14' 16' 18' i �.r......r+�vw.+rRl[�..wr..-..r..-..rl....�..�...�.rs.t---�-.w....-.w..r�...r-.w++wM�«wM , •1 � i �.; c 1 , ; f y'." 1 1" .�..'.... ...-.-t 1� H I 2' 4' 6' 8' 1 D' 12' 1 4' 16' 18' 20x2O HEAD MAX. SPACING I OFT FROM WALL 140 120 100 80 60 REQUIRED PSI:78.9 TOTAL FLOW(GPM):57 2203 AREA #1 AT CITY CONN zoo 250 300 350 FLOW (GPM) 1 " DOWN TO TH I R D FLOOR 3THERWISE NOTED, 400 450 500 1 1 4" DOWN TO SECOND FLOOR ---� 1 1 4" DOWN TO SECOND FLOOR 256 MAX n I — U HEAD 8FT SPACING MAX. FROM WALL ® = CONTRACTOR TO DRILL STEEL BEAM FOR SPRINKLER LINES 2" OUT TO F, D. C. REMOTE AREA 2 .10/855 SQ. FT. REDUCTION TABLE 5- 2.3.2.4 APPLIED, 8FT CEILING, 256 SQ. FT. PER HEAD. REQUIRED P51: l o2.9 TOTAL. FLOW(GPM):255 2203 AREA #2 AT CITY CONN 140 120 100 80 rn CL s0 20 FLOW (GPM) TYPICAL 1" UP TO SPRINKLERS ON FOURTH FLOOR, UNLESS OTHER WIgF NnTrn 2" DOWN TO SE-COND FLOOR -71 SPRINKLER!�--. 'a UPRIGHT 9 � cif � � �► «� ►� ; SIDEWkLL 9 122 THIS SHEET } 1 i 1 i i r A Date: 5/27/99 JOB TITLE: 2203 .SPRINKLER SYSTEM HYDRAULIC ANALYSIS ADVANCED FIRE PROTECTION WOODINVILLE , WA HYDRAULIC CALCULATIONS FOR. 2203 EDMONDS MIXED USE BUILDING EDMONDS , WA 5/27/99 -DESIGN DATA - OCCUPANCY CLASSIFICATION DENSITY AREA OF APPLICATION: COVERAGE PER SPRINKLER NUMBER OF SPRINKLERS CALCULATED: TOTAL- SPRINKLER WATER TOTAL WATER REQUIRED FLOW REQUIRED: {including Hose} FLOW & PRESSURE (at Base of Riser): SPRINKLER ORIFICE SIZE: NAME OF ORGANIZATION: NAME OF DESIGNER ADVANCED FIRE JAMES B AUTORITY HAVING JURISDICTION: ICBO LIGHT HAZARD V OFFICE gpm/sq. ft. 1500 sq. ft. 225 sq. ft. 6 155 gpm 255 gpm 255 gpm @102 v 9 psi 1/2 PROTECTION Page 1 IT C I'v e r) JUN 0 4 1999 DEVELOP �'Nt SERVICES CTR. 017YM OF EDMONDS do Mo N 04 Cl) CY W c fl 0 C14 04 CL4 C14 c� • W D� a N � a -- o rl NOON cnooLO v Ln o Ln ty) N ri rl �4 I N P4 rci D4i i i i ls"i I..(') to lfl lD L.n i i i j [ i a i I i i i i t r t lti C!] Q w Ln N N N N N N !i? H E--i Q Lf) I I I I I I I I I I I I I I I I H U] N • ri a � A P4 cn w H cr) H re) Q� �4 �j F:� W W 0 �D x �4�. mOd'OOd''OMNOa1r-I [.!'}MIfl�MNMCQlflO > P� . . . . . . . . . . . . . . . . . . . . . . . . . . . � �;Q1� O U) H mC!] rnalcz"diNt--lr4NN e-4NMIDCOd1mMd+1fl00md1Q1CVCV) 0O :7 r-i UiP4 d' NNMNNNNNNNNNNNNNNCV NNNRzvNu'}i.n00 E-q 04 A cri P4 x � � o0 P4 0 E-q 009 (1) H H H m P4 t4 0 E-q cri r14 :3: u H M U? 14 t4 04 1 1 1 LO LO Lr) LO LO Lr) I I I I I I I I I 1 1. 1 1 1 1 1 x rll>l 0 0 0 0 & a r14 E--i , Lntn LnLnLf)Ln I I I s I I E I I I I j I I I I p pa W H {!1 H o � o a� � rcl �� �� �� �, ,E ,E o En F4 co 9 w W w F4 0 1 1 E-1 ril P4 P4 C) P4 04 CD W-j 04 0 E-i P E-i P� 1-4 9 cn Cori rx r14 u4 4 w �3:�cnwrF� o E-4 HC!]M p wxxA � E-1 � 00000000o000000000000000000 rnoq r��p�., � ro 0 a 0 0 & a 9 a 0 a a & a 0 a 6 a 0 a a a s 0 a a W ,..q -I,a�> 000000000000000000000000000 \N P P4 0 D4 4F:�9 N ry1c'*'}MMmcYiMC+)Mcr?McY1MmMNMr1Nri � cat >I u1 r-q 0 P E-4 E-i P H ,-i � a E-q 0 000 E-i 0C/) Ln W P4 E--i �+ w �-q �:) F:4 CF) H� W W � E-i E-qP� w �A9999 41 PQH �Dpr� �D C-1 ro moo4:�rNoHNM�+m�oamoHNqt+w rk-ooQHi.n�oornp4 rto54 OBE-+ O O o N HHr-I000000aooH H r-I H H r�-f Hcvcvcvcvcvcvo C:l F] �9: U) i!] z z d{ di q;ll q;p cri M M M M M dj ltzv di dl di di q;t dl � qqjl d{ IqV di qqli �H d; p I l Date: 5/27/99 JOB TITLE: 2203 PIPE DATA PIPE TAG END NODES ELEV. (FT.) Pipe: 1 418A 30.0 420 3090 Pipe: 2 418A 30,0 418 30.0 Pipe: 3 414A 30*0 414 30v0 Pipe 425 4 30.0 20.0 Pipe: 5 425A 2 0. 0 429 2090 Pipe: 6 414A 30*0 425A 2000 Pipe: 7 418A 3090 425A 20.0 Pipe: 8 414A 30,wO 416 30m0 Pipe. 9 412A 30-vO 412 30.0 Pipe: 10 300 30,0 301 30.0 Pipe: 11 300 30*0 414 30-v0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS NOZ PT DISC (K) (PSI) (GPM 000 29,0 090 29. 0 0,0 2990 000 28.6 o .0 2404 000 23,1 090 34o8 OeO 4992 OwO 43w5 0.0 50*6 0.0 24.4 0.0 43o5 0*0 2990 OoO 43o5 090 2494 0.0 2495 0,0 34,8 0. 0 29. 9 5,6 6 22,1 21e6 5. 5*6 22.1 OwO 2 3.1 O (GPM . VEL( 0.0 0.0 0.0 090 0"0 0.0 25,9 2506 25.9 0.0 DIA (IN) FPS) HW (C) F.L. /FT LENGTH (FT) Page 3 PRESS. SUM. (PSI) 13.4 2,9 le394 09010 150 PL FTG TL 5v3l - - 5.31 -- PF PE PV 0. 000 0.0 1 -68.2 l4w5 lo394 -0.209 150 PL FTG T L 1969 - - lw69 -- PF P E PV -0.4 000 0. 0 -52.8 11. 2 lo394 -0. 150 130 P L FTG TL 1. 10.57 51 T P F PE PV -1.4 0.0 000 54. 11. 1 5 lm394 09136 150 PL FTG TL 50. E+2T 73a30 64 PF PE PV l0v0 4.3 Ow 0 101.0 21*4 1. 09432 394 150 PL FTG TL 7w46 16o53 T PF PE PV 7. 0. 0. 1 0 0 4693 908 19394 0. 150 102 PL 99. FTG 2E+4T TL144 a 02 35 PF PE PV 14*7 4,3 0. 0 54,8 11. 6 1,394 oe-139 150 PL FTG TL 41028 E+3T 73w0l PF PE PV 10.2 4,03 0. 0 6m5 i,w 4 19394 0*003 150 PL FTG TL l2w49 - - 12.49 -- PF PE PV 0.0 000 0.0 -54.1 11.5 lv394 -0.136 150 PL FTG TL 8e9O 2E+2T 36olO PF PE PV -4.9 000 0.0 -26.9 5. 7 19394 -0.037 150 PL FTG TL 13.48 - - 13*48 -- PF PE PV -0.5 000 0"0 52. 11.2 8 lw394 0*130 150 PL FTG TL 7w26 - - 7926 -- PF PE PV 0.9 000 0,0 a I #I Date: 5/27/99 JOB TITLE: 2203 PIPE TAG (cont END ELEV. NODES (FT.) Pipe: 12 301 30.0 302 30*0 Pipe: 13 302 30m.0 408 30.0 Pipe: 14 303 30sO 304 30,v 0 Pipe: 15 303 30*0 416 3090 Pipe: 16 304 30,0 427 30.0 Pipe: 17 305 3000 427 30,0 Pipe: 18 407 30oO 408 30,0 Pipe: 19 407 309.0 427 30sO Pipe: 20 408 30.0 409 3090 Pipe; 21 409 30.0 417 30*0 Pipe: 22 409 3090 410 301.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS NOZ PT DISC (K) (PSI) (GPM Q (GPM) D IA (IN) . VEL(FPS) HW(C) F.L./FT LENGTH (FT) Page 4 PRESS. sum . (PSI) 5. 596 6 21. 2196 6 2506 2596 -1. Oa3 3 1. -0.000 394 150 PL FTG TL 13. 23.01 95 2E PF PE PV 506 0. 0 21. 23.0 6 25.6 000 24*3 5. 2 19394 OwO31 150 PL FTG TL 30943 44903. E+T PF PE PV 5.6 5.6 22..7 22. 3 26.2 2 6. 0 -22.0 4.7 1. -0. 394 150 026 PL FTG TL 13.48 ---- 13.48 PF PE PV 5.6 0.0 22.7 24a5 26*2 0.0 48o2 1092 lo394 0,.110 150 PL FTG TL 7. 16*32 26 T PF PE PV 5,6 000 22,3 22.3 26,0 0.0 4..0 0,9 1. 09001 394 150 PL FTG TL 11,52 ---- 11952 PF PE PV 5. 0,0 6 21w4 22,3 2598 0. 0 2598 8.8 1. 09109 101 150 PL FTG TL 1*43- 8998 T PF PE PV OeO 0,0 22.4 23,0 0.0 0-00 2998 6.3 1. 0. 394 150 045 PL FTG TL l2w76 - 12,76 - -- PF P E PV 0.0 0.0 22.4 22..3 Q. 0. 0 0 -29. 6*3 8 1. -0.045 394 150 PL FTG TL 1. - 1*24 - 24 -- PF P E PV OsO 0*0 23.0 26*3 0. 0.0 0 5492 11. 5 lv394 0. 150 136 PL FTG TL 15948 24v55 T PF PE PV 0. 0. 0 0 26v3 26. 3 01,00 0.0 2.7 006 19394 OwO01 150 PL FTG TL 48916 66w3O 2T PF PE PV OaO 0,.0 26o3 28v2 000 0. 0 51*5 10.9 le394 Oe124 150 PL FTG TL 15000 ---- 15900 PF PE PV -0.0 0.0 0.0 194 0.0 0.0 -0.3 0.0 0. 0 1,8 0.0 0.0 0,0 000 0.0 I s 0 0,0 0.0 0.6 0.0 0,0 -0.1 0.0 0.0 3.3 0.0 0.0 0.0 0.0 0.0 I a 9 000 0.0 6 t it Date: 5/27/99 JOB TITLE PIPE DATA PIPE TAG 2203 (cont END ELEV. NODES (FT.) Pipe: 23 410 3000 411 30.0 Pipe: 24 410 3000 418 30,wO Pipe: 25 411 304.0 412 30.0 SPRINKLER NOZ (K) 0.0 0.0 SYSTEM HYDRAULIC ANALYSIS PT DISC. (PSI) (GPM) Q (GPM) D IA (IN) VEL (FPS) HW (C) F.L./FT LENGTH (FT) 28v2 29*0 o 0. so 0 40. 8.6 7 1.3 0.0 94Mo. 150 80 PL FTG TL 10.72 ---- 10.72 PF PE PV 28m2 28.6 0.0 0.0 10.$ 2.3 19394 0w007 150 PL FTG TL 48. 6-6e30 16 2T PF PE PV 29wO 29w9 000 0.0 40,3 8.6 1. 0w079 394 150 PL FTG TL 11,28 ---- lle28 PF PE PV Page 5 PRESS. SUM. (PSI) 009 000 0.0 0.5 0,00 0.0 0,9 0.0 000 Pipe: 411 420 26, 30. 30m0 0 000 OnO 2900 29*0 0.0 0. 0 0,4 0.1 1,394 00000 150 PL FTG TL 51,88 E+3T 83.61 PF PE PV 0,0, 0.0 0.00 Pipe: 412 421 27 30wO 3090 000 090 2909 29. 3 0. 0.0 0 -13. 2. 8 9 1*394 -0.011 150 PL FTG TL 48*16 57*23 T PF PE PV -0.6 0.0 0.0 Pipe: 416 417 28 30wO 30wO 0.0 0.0 2405 2693 o 0.0 go 5497 11. 6 lv394 Ow139 150 PL FTG TL 13.57 ---- 13.57 PF PE PV 1. 0.0 0.0 9 Pipe: 41-7 418 29 30m0 30-vO OeO 0. 0 26o3 2896 0.0 0.0 57,4 12.2 1. 0.152 394 150 PL FTG TL 15900 ---- 15900 PF PE PV 2. 0.0 000 3 Pipe: 420 421 30 30*0 30e0 0. 000 0 29. 2993 0 0. 0. 0 0 13,8 2. 9 1. 0.011 394 150 PL FTG TL 15,00 24007 T PF PE PV 0,3 0. 0.0 0 Pipe: 425 429 31 20.0 2000 0.0 OvO 49.2 50. 6 0.0 0. 0 54,1 11. 5 10394 0*136 150 PL FTG TL 1,54 10.61 T PF PE PV 1,4 0. 0*0 0 Pipe: 428 TOR 32 10.0 1000 0.0 000 59. 8000 8 0.0 0.0 15502 25.1 lo598 00491 150 PL FTG TL 16988 41006 2T PF PE PV 2002 0. 0. 0 0 Pipe: 428 429 33 10.0 20.r 0 0*0 0.0 59w8 5 0. 6 0.0 0. -155.2 0 25.1 lo598 -0.492 150 PL FTG TL 10000 ---- 10.0 0 P F PE PV -4. -4.3 000 9 4 I 4P SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date-: 5/27/99 JOB TITLE: 2203 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Required at Hyd Area 2 1 Pipe 211 XLx21 ALLIED 101 120 1 211 Thrd Gate Valve Kennedy 11 120 2 211 Thrd Tee- CI l Pine 21A" DFx2l 3 23z" Grvd 90 Ell 1 2Y21' Flngd Back Flow Valve AMES Hydr Ref BOR 1 Pipe 4" D I 4 411 MJ 90 Ell 101 120 2' 120 6' 120 11300 CHART LOSS Elevation Change 201 0" Fixed Flow INSIDE HOSE Total Loss for IN RISER Required at BASE 1 411 Flngd Gate Valve CSC 11722U" 1 4" MJ Tee 2, 2_ 2. 2. 2. 154 000 000 727 500 FLOW LOSS gpm psi TOTALS 155 80.0 psi 155 1.7 155 0.2 155 5.0 155 0.1 155 1.5 155 3,2 8. 7 100 gpm OF RISER 255 801 140 4m033 255 1.2 101 120 4*0001 255 009 2' 120 4a000 255 0. 0 201 120 49000 255 0. 4 Total Loss for THROUGH UNDERGROUND Hydr Ref SRC Required at CITY CONK 255 Water Sourcell-0.0 psi static, 20.0 psi residual @ 3613 gpm 255 gpm SAFETY PRESSURE 20.4 psi 100 a 4 psi 2.6 psi 102. 109 a 3 si psi 6.4 p � f Date: 5/27/99 JOB TITLE: 2203 e SPRINKLER SYSTEM HYDRAULIC ANALYSIS ADVANCED FIRE PROTECTION WOODINVILLE , WA HYDRAULIC CALCULATIONS 2203 EDMONDS MIXED USE BUILDING EDMONDS IF WA 5/27/99 -DESIGN DATA - OCCUPANCY CLASSIFICATION ; DENSITY AREA OF APPLICATION: COVERAGE PER SPRINKLER NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER TOTAL WATER REQUIRED FLOW & PRESSURE (at FLOW REQUIRED: (including Hose): Base of Riser) : SPRINKLER ORIFICE SIZE: NAME OF ORGANIZATION: ADVANCED FIRE NAME OF DESIGNER JAME S B AUTORITY HAVING JURISDICTION: ICBO 0.03 gpm/sq. ft. 0 sq. ft. 400 sq. ft. 4 57 gpm 57 gpm 57 gpm 3/811 PROTECTION @ 78,9 psi Page 1 ;r ,. A N v Oka p P4 a4 04 04 Woo �7UZ7�7 cx a -� � kDook.0 L000ko � a �� IS? W N c'n cr) 0 pq t4,0 H r-I r-i H H E-i M Ln U1 'rl �U A F:� w a � �wco H� � � �4--. oH k-0,aqczPcONok-0o�rrioOa{dVcocvrn0oHcv4qrMroHr> P4 r-4 C) 0 z F—I & 0 0 0 ila & a 0 0 op a D a 0 0 a 6 0 a 0 b 6 & v a 0 & F:�a1- H H co .di ao�ah r%%% r--- r---% r-%- woacN LOcvkoa���oaa000���CC) CC) ood+w �fx s� P W EQ �a II}dl dadi�-d{d���t' NN N[VNN�t'd' d'd'+d�di �t'djd�di djd;d�lf'}N q cn � a x �9::E0 w r34 `� H oo� a) NHcri N� i�l� U� M Cl)Cf) a) 0 o Q 0 E-i I I I I rf) m rr) ol I I I I I I I I I I I I I I I 1 1 W HUSH O � C)roEfl U) Uo pq W pq W C) �i: P4 f:4 0 II EI li 11 z P4 Wa Fq � w Cj) 0 U) Cfl cr) F� ca E4 E-i HUSH � r J.) a0000000a0000aooa000aooa000000 moF:4 ��p„� � ob a 0 9 0 a 9 0 D 0 lop p 0 a op 0 & a 6 m 0 0 a 0 & w ,�,�,�a � 00a000o00000a0a00o0oa0000o0000 \N E-' P4 0 CJl a) N MMMcr}mcY1cY}rnI;lidididi d{IlzvMMtnMmcYiMMMcY?MMMN di r--- NN>i H r-4 � r-i r� � P000 E co w nwa � E-1C-�HP a �D F:4 tr) Cl) (z E-4 E-1 W EA �aGH �:)a� � p � �noo�+ c�oHn�rl�+o�cvcn�+in��oornoHroW�cooH Ln� rt00 Z E-1 4 0 o cvHrtHvooooo000000000H H H r-4 HHcvcvcvN Q �7 CJ,? z z di dp Cp dv M M M M M d' qr%v dV dq d'' dq di d{ �i'' 'Zil 4174' ICZV dP di df dp d{ Rt q�v d{ q;d'' f Ir SPRINKLER Date: 5/27/99 JOB TITLE: 2203 NODE ANALYSIS DATA NO -de Tag Elevation 427 30.0 428 20*0 TOR 1000 SYSTEM HYDRAULIC ANALYSIS Node Type TOP OF RISER Pressure (PSI) 46.3 55.1 63.3 Discharge (GPM) 40wo qpq* 5606 0 it 41 .0 I Date0 5/27/99 JOB TITLE PIPE DATA PIPE TAG END NODES 2203 ELEV. (FT.) Pipe: 1 418A 30,0 420 3000 Pipe : 2 418A 3000 418 30.0 Pipe: 3 414A 30. 0 414 30.0 Pipe: 4 412A 30oO 425 20oO Pipe: 5 425A 2000 428 2000 Pipe: 6 414A 30*0 425A 20aO Pipe: 7 418A 30*0 425A 20.0 Pipe: 8 414A 30.0 416 3 0. 0 Pipe: 9 412A 30,0 412 30*0 Pipe. 10 300 3090 301 30,0 Pipe: 11 300 30oO 414 30eO SPRINKLER SYSTEM NOZ PT DISC (K) (PSI) 0*0 48wl 0. 0 48*1 0.0 4 8. 1 0.0 48*0 090 47. 6 0. 0 4794 090 4990 OwO 54o9 090 5400 OtO 55ol 0,0 47,6 0.0 54wO 0.0 48al 0,0 54,0 090 47o6 OwO 47s5 0,0 49vO 0*0 4892 OvO 47v4 0,0 4703 0.0 47o4 0.0 4794 HYDRAULIC ANALYSIS Q (GPM) D IA (IN) VEL (FPS) HW (C) F.L./FT LENGTH (FT) Page 4 PRESS. SUM. (PSI) 4mS 1.394 PL 5.31 PF 0,0 0.0 1.0 150 FTG - - -- PE 0.0 0.0 0. 001 TL 5.31 PV- 0.0 -24.5 1.394 PL 1.69 PF -0.1 0.00 5.2 150 FTG ---- PE 0,0 0.0 -0. 031 TL 1.69 PV 0.0 -9.8 1.394 PL lw5l PF --0 -P 1 000 2. 1 150 FTG 2T PE 0,00 0. 0 -0. 006 TL 19,64 PV 0,0 19.8 1.394 PL 50w64 PF iw 6 01,0 4.92 150 FTG E+2T PE 493 000 0*021 TL 73e30 PV 000 3698 1'w 3 94 PL 7. 46 PF 1. 1 0.0 7.8 150 FTG T PE 0,0 090 0. 067 TL 16. 53 PV 0*0 op 16.8 1.394 PL 99902 PF 2.1 0,0 3.6 150 FTG 2E+3T PE 4.3 0.0 0. 016 TL135 29 PV 0.0 * 20wO 1.394 PL 41w28 PF 1. 6 0.0 4.3 150 FTG E+3T PE 4.3 0,0 0. 022 TL 73wOl PV 0,0 -7.0 1.394 PL 12.49 PF -0.1 0.0 1. 5 150 FTG T PE 0.0 0.0 -0. 003 TL 21*56 PV 0.0 -19.8 1.394 PL 8m90 PF -0.8 0,0 4,2 150 FTG 2E+2T PE 0,0 0.0 -0.021 TL 36.10 PV 0. 0 -9.8 1.394 PL 13948 PF -0.1 0. 0 2.1 150 FTG ---- PE 0.0 0.0 -0.006 TL 13.48 PV 0.0 9. 8 1.394 PL 7v26 PF 000 0*0 2.1 150 FTG ---- PE 0.0 0. 0 OvOO6 TL 7926 PV 000 A L� r- Ln aRzVoo LOOO MOO NTOC) 0 co rr)oo C P4 coo (D 0 0 0 C) 0 0 0 0 0 C) 0 0 0 C3 0 0 0 CN Q) I 1 P� V) 04 P4 124 124 04 a4 P4 a4 P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 04 124 124 P4 P4 %%.00 FT4 W 0:4 W rX4 W P4 W > PT4 P Q > P14 DI rx4 W PL4 W > P4 W > PC4 pq w > P4 P4 P4 P4 P4 P4 a4 P4 04 �4 C4 Ln w re) E-1 . rf) OD I CO tO CN C'q I CN ' r4 t%o o E-4 m �,O m E-1 Ltd--� CN rn U) I U) r-iI H LO m m � K44 (3) LO al CN • op Ln r1f) r-I Z P4 r1r) r1l) r1r) CN I CN r1r) Q0 0) r-I r--I CN M r-i r-4 r I r-I 0 I-q cr)PL4 04 E--i P P4 E-i 04 P4 P4 PiPi E-1 z rX4 PT4 rX4 r.M4 r.T4 r3:4 P:4 Pr4 r"1 m Ln c) cri LO C) m Ln rq 0), Lo N m Lr) N o Ln m 0 LO r-i C) LO m 0 L-() Irl, 0 LO k.0 0 Lf) w � r�l r-I r-ir! r-i r-i r-i C • 6 r-i CD r-i 0 r-I o H r-q � � � No m � • 10 a a 9s i �-q (3)cq cri N rr) Lf) rn Ln mLn rip) U) Ln H q;j, � c Y rZI cq CN cq r-i cq N;:v r-i Ln r-i I I 0 CN 0 r 0 . 0 a . 6 a r • . . . i • 6 ■ • . r 0 CJ) 00 fy) CY) 0 Itli 0 Ln o 0 0 0 C) E-4 CIS :�fti Q PU) D 0 9 4 0 D a & 6 a 0 0 0 & a 9 P4 P4 t-%% Elm,%% kJo r"k k.0 r*% r%% �60 k.0 0 C) 0 cq CN cq Lr) �60 CN w 0. 0 �4 O)o 0 0 0 C) C) D & 10 0 0 a �N u W E--i 0 0 IF 0 ( CD 0 CD T-i 0 0 N C� 0 Cq %%W.00 9 rt4 cq 0 (D re) 0 0 q;;p 0 0 LO 0 0 w C) C) rw% CD� C) co 0 0 .. . .. .jp r4 K4 a) Q) . .. . . . .. .. . a) P-1 p 0 g U) 04 m 04 P4 P4j 04 04 04 04 04 P4 P W r-i H H r4f) J�tj F-I ri P4 Ili a4 04 rv-) k..O P4 'tt LO P4 Ln ko E-1 Q P4 r-I P4 Cq OD (24 04 r1r) W P4 1�11 la4 CD r W DI 0 0 C) 00 0 r-I 0 CN C) CD 00 0 C) 0 CN 00 C) 0 # Ix 4.) PQ P4 P4 Z rr) rr) m rd 0 Q t 04 04 s Date: 5/27/99 JOB TITLE PIPE DATA PIPE TAG END NODES Pipe 405 426 2203 (cont ELEV. (FT.) 23 40..0 40.0 Pipe: 24 406 30.0 407 30.0 Pipe: 25 407 30.0 408 30.0 Pipe: 26 407 30.0 427 30.0 Pipe: 27 408 30.0 409 30.0 Pipe: 28 409 417 30.0 30.0 Pipe: 409 410 29 30.0 30.0 Pipe: 410 411 30 30.0 30.0 Pipe: 410 418 31 30.0 30.0 Pipe: 411 412 32 30.0 30.0 .Pipe: 411 420 33 30.0 30.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 NOZ (K) PT (PS I) DISC. (GPM) Q(GPM) VEL(FPS) DIA(IN) F. LENGTH HW(C) (FT) L. / FT PRESS. SUM. (PSI) OwO 0.0 2604 26vO 0.10 000 -15.3 5.02 -0.042 1. 101 150 PL FTG TL 2.. 10.17 62 T PF PE PV -0.4 000 00.0 000 0.0 40. 46. 8 2 0.0 0.0 56*6 19.3 1. 0.9466 101 150 PL FTG TL 1.14 E+T 11. 71 PF PE PV 5o5 Ono 000 0.0 0.0 46s2 46. 9 0.0 04'0 33,0 7*0 10394 00054 150 PL FTG TL 12076 - - 12076 -- PF PE PV 0.7 0'b 0.0 0 090 0. 0 4602 46*3 0.0 0.0 2306 590 ln 06029 394 150 .-PL FTG TL 1.2 ---- Is24 4 PF PE PV 0.0 000 000 0. 090 0 4609 4706 0. 0.0 0 23.2 409 19394 00028 150 PL FTG TL 15048 24o55 T PF PE PV 0.7 0.0 0. 0 000 000 4706 4707 060 Ono 3.6 Oo8 1*394 00001 150 PL FTG TL 48ol6 66. 2T 30 PF PE PV 0. 0.0 000 1 OwO 0.0 4796 4800 0.0 0.0 19, 4g. 6 2 10394 00021 150 PL FTG TL l5s00 - - 15000 -- PF PE PV o.3 0.0 0.0 0.0 000 4890 4801 0.0 0.0 15,3 3. 2 1,394 OwO13 150 PL FTG TL 10,72 ---- 10072 PF PE PV 0.1 ovo 0.0 0,0 090 4800 48. 0 0,0 0.0 4.3 0. 9 10394 09001 150 PL FTG TL 48. 66930 16 2T PF PE PV 0. 0.0 090 1 0. 0,0 0 4891 4802 ow Ono 0 1408 3. 1 19394 00012 150 PL FTG TL 11928 - - 11028 -- PF PE PV 0 0. 0.0 . 1 0 000 000 48.1 4 8. 1 0.0 000 005 0.1 1. 00000 394 150 PL FTG TL 51088 E+3T 83.61 PF PE PV 0,0 000 0.0 ?A is Date JOB PIPE SPRINKLER SYSTEM HYDRAULIC ANALYSIS 5/27/99 TITLE: 2203 DATA (cont.) PIPE TAG END NODES ELEV. (FT.) NOZ (K) PT DISC. (PSI) (GPM) Q(GPM) D IA (IN) VEL (FPS) HW (C) F.L. /FT LENGTH (FT) Page 7 PRESS. SUM. (PSI) Pipe: 34 -5.0 lw394 PL 48,16 PF -0.1 412 30,oO 000 4802 0.00 1.1 150 FTG T PE 0.0 421 304,0 000 4891 0.0 -0.002 TL 57023 PV 0.0 Pipe: 35 16o6 1*394 PL 13.57 PF 002 416 30.0 0.0 47w5 0.0 3w5- 150 FTG ---- PE 0,0 417 3000 0.0 47w7 000 09015 TL 13.57 PV 0.0 Pipe: 36 2093 19394 PL 15.00 PF 0.3 417 30.0 OsO 47o7 000 4,93 150 FTG - - -- PE 0.0 418 30.0 0,0 4890 0,0 0,022 TL 15.00 PV 000 Pipe: 37 5. 0 19394 PL 15. 00 PF 0. 0 420 3090 OvO 489,1 0.0 1.0 1 150 FTG T PE 000 421 30*0 000 4801 000 00002 TL 24s07 PV 0.0 Pipe: 38 19.8 1.394 PL 1,54 PF 0-,,2 425 20.0 0. 0 54.v 9 0.0 4. 2 150 FTG T PE 0. 0 428 20.0 090 5591 0.0 09021 TL 10.61 PV 0.0 Pipe: 39 56v6 1-v598 PL 26*88 PF 8.02 428 10,0 000 5501 0.0 9. 1 150 FTG 2T PE 0. 0 TOR 10,0 0,0 63,3 0,0 0. 161 TL 51,06 PV 0,0 a V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 5/27/99 JOB TITLE: 2203 HYDRAULIC CALCULATION DBTAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Required at Hyd Area 1 1 Pipe 2" XLx21 ALLIED 101 120 1 2" Thrd Gate Valve Kennedy 1' 120 2 211 Thrd Tee CI 1 Pine 2;4" DFx2l 3 21A" Grvd 90 Ell 101 120 2' 120 6' 120 1 21A" Flnad Back Flow Valve AMES 11300 CHART LOSS Elevation Change 201011 Fixed Flow INSIDE HOSE Total Loss for IN RISER 2.154 2,000 2.000 2.727 2.500 FLOW gpm LOSS psi 57 57 57 57 57 57 57 0 0.3 0. 0.8 0.0 0.2 5m4 8. gpm 0 7 Hydr Ref BOR Required at BASE OF RISER 57 1 Pipe 4" DI 801 140 4w033 57 4 411 MJ 90 Ell 101 120 .4. 000 57 1 4" Flngd Gate Valve CSC 11722U" 21 120 4*000 57 1 4" MJ Tee 201 120 49000 57 Total Loss for THROUGH UNDERGROUND Hydr Ref SRC Required at CITY CONK Water Source110.0 psi static, 20.0 psi residual @ 3613 gpm SAFETY PRESSURE 57 57 gpm TOTALS 63.3 psi 15.4 psi 78.7 psi 0.2 psi 78,E 110 0 psi psi 31 1 psi 41