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HomeMy WebLinkAbout7425 GALL BLVD (6) � ► � 1400 SOUTH BOSTON,SUITE 300 TULSA,OKLAHOMA 74119-3600 � TELEPHONE 918-582-8771 FA 918-587-3594 April 16, 1992 I� ,. Mr. W. T. Fenton F Fire Marshal _ �° Oity of Zephyrhills 38410 6th Avenue �' Z�ephyrhills, FL. 33540 - ` (813) 782-8184 RE: Wal-Mart Store; Zephyrhills, FL. HWY. 301 8� Pretty Pond Rd. Project No. 12145 Dear Mr. Fenton: I ���� After submitting our plans on April 8, 1992, I noticed we failed to show the �p recessed door for the training room as you requested. The door has been �� r� �cessed per revised sheet A5 with revision #3 dated 4/9/92. Also, I noticed a iscrepancy between the toilet rooms for the snack bar shown on the B s w architectural and the toilet rooms shown on the plumbing. The women's room was missing one water closet on the plumbing plan. The water closet has been added to the women's room as shown on sheet M3 with revision #3 dated �%9/92. If you have any questions or concerns, please contact me at ext. 404. i�hank you for your help. Sincerely, �f�- �a� ' I Dan Backstrom, AIA � Att: 3 Sets of Revised Sheets:A5 & M3 I C: File IScott Greenawalt, Wal-Mart Guy Shaddoxx, Wal-Mart i � i i � .,y� � � � I - , __ .�, , . +� \�, i a00 SOU7H BOSTON,SUITE 300 ` TULSA,OFCLAHOMA 741 19-36dd TELEPHONE 918-582-8771 PAX 9t 8�-587-35s4 .• �} � i � R'EFERENCE Zephyrhills, Fl.. '� WAL-MART STQRES, lNC. Page 1 of t PRlClNG ORDE,Q 41 �, 71,9 2 �+ INTENT: The intent of this Pricing Orderis to revise the previouslp issued set of documents for Zephyrhilis, Flarida in respanse to the Fire Marshal's request and ` �rawing clarification. i ��ESCRtPTION OF WORK: � The work has been changed on tF�e foltowing ptan sheets. The result o€ this change ts clouded and noted as revision #3 dated 4/9l92. , � A�RCHiTECTURAt�: A5 � • ' • .' ; IMEP: M 3 ; .�� � ' ? � ~�'t i . _ �r �. 7 � �! �•.f � '•:a/" f 8 � YV I � ( � � I � � I f I { J I � i , I � I ; � !This Pricing Qrder is for pricing onty, nat an authorizatian far constructian, Submit idafa to Wat-Mart's Consfrucfian Manager showing justification for any change to the i Contract Price brought abaut by this Pricing Order. �IVQTE: Cc�nfractor must verrfy current status of constructian and cast change with the � �eonstruction manager before ,vroceeding. i REASON FOR CHANGE:Result of Fire Marsha!'s request and drawing � clarificaticn. i � PRCIJECT Ze�hyrhills Florida prato �3 � JOB NO. i 2145 ; E�Y Dan Backstrom. A!A _ � DISTRiBUTION: �� �_GENFAALC�ONTRACTCaR _,.�._W/M QWNER Vl1LCRAFT DEVQQPER 1 W/M C�NST.MGR. NCIVAR i �._C1TY W/M-Q. PARKER �! � STATE WiM-J. WAGGENER ��DV(7X � _ HEALTH DEPT. STRUCTURAL SQUARE C?{ELECT.} _ � � _�ARCHRECT 1 MECHIELECT. MAi..STROM&WHIT � + `�, i -- - --- - i\ ��... � _ - - - - . • � � � � � --- -----= o.--T—. , ' ,• • : . �}� �' L �G ���� , o..� � - � � , . _ � � , -�� � . . � . � . , - , ; . : ; E�tate niodet . . V�rtic�l wall maunt � , � � . . G�LD ANOOlZEO dLUM1NUM BA� • CAST ALUMINUM STATIpNAR`� TRUCK ' WITM NYLON SHEAVE ONE SET OF 1taLYAROS Desiigned for,use on buildings where the opoortunity for {(�"ppLY ROPE SMTN 2 a grcu�d mounted installation does not exist, or for YWN F1.AG sN��s - insta+iations wher�e� it is desirabie to fly the flag aaove - the �roof nf the buitding without purchasing an . excessiveiy large flagpois. Ideal for attention getting mas�flag display i�I n store fronts. � The��r�iormly tapered aiuminum shaft is potished to a . � fine�ram maintenance free deep lustre finish.The cast �lurrinum mounting b�ackets h�ve a mechanicaily � pee�ed bright finish which compliments the highly Q polis'���ed flagpole. �Recommended flag sizes are 3'x 5' , ` � • and�'x 6'.FiaSs are not included. , I � 0 � I ' J STA DARD FITTINGS:, • , , , � ^— _- . Q . i . , � BALL: - 4" aluminum gold anodized finish � � . . . . �_, � , TRUCK: �.°, Cast aluminum, ststianary type, -� $ -` fitted with one 1•'/1'cast nylon - ' : � —� � s �ave, .: .. . . , . � � i`� . , HAL� ARD: One set, '/a" whice polypropylene. � � Equip�ed with two cast nylon ,� , ��1, f�{agsnaps to secure the flag, � r: CLE i: One 6" cast aiuminum with mount- �� - IC19 $Cf@W$. 6� CAST ALUMINUM CIEAT I ,_yr .. MOU,NTING BRACKETS: Gast aluminum. Wall fasteners are. ' nat included. ' ' o _ � , DIMENSIONS: --- . • �� . . r - Overalf Heights: 1 i'. 22' & 27' - --- • ��' , --.-- - . Shafts: 3" x 2" x .125" walf ��' ` Shipping Weights: 17' is 45# . - � s� 0 22' is 55� �. � 27' is 65 � � 6� -- �, , , � I � A - Tti�L'� VEftIFICATION +�* DAT� RUN- 05/26/92 � , a I +*'� FiiAGPOLE ANAI,YS I o PROGI�M *w* . I � "��. ; RUN IDENT. INFO, � ' � 11.RUN TJESC. • RUSS�LI�/C�NCORb %� • � �� � l2.RC�T HY - �Ev K ,_ ;. . - ` MAiEr`Z��u :NFO, �" � 2i,MATERiAL C,'QbL�' -F:X£D- AL {ALUMINUM S?�CIFIED) (G063-T6) " I 22.BENDING ALLOWABLE - 18000. � -23.5HEAR AL�A3L� - $504. 24,YIEL'� 6TR�NGT:!(PSI) - 25ppp, � > - , - � POI;E INFO. . !i 3�t.SHRF� CODE -FIXED• RT (ROt,71VJ]-TAPEREL�) - ' - 3a,M0UNTING CODE EM (ENr�EDDED) 3 3.POL� LE2dGTH (FT) - 2 0.0 4 � � 34.TAP�R L�NG'I'}± (FT) - 14.00 as.�am�ra� nxA/s�(rr�) - s,ao 36.'POP bZA/BQ (arr) - 3.oa . 3?,WA�L TFi�CK. (IN) - Q.1880 • p�SITION INrO. ' 41.H�IOHT - ABCVE aRADE TO �AS� (r;) - 26.00 APPLIcD FURCE IIvFO. 51.WIND VELc�CITY (IJp;i) - 110.00 52.GUSZ' �'AC`r�it (:�0.} - i.3 0 s��i� F'LAG INP`0. 61; SPEC?FY rLAO SIZr� (Y or N) ? Y ��**** FPA - ��OaRAM OU�'PG": a*** Z�46 R�V- 03�48-89 I+t*xrj 9ASn7 ON '.�iF+�I+�l COAE rt** DRi$ RUN- 05/26j92 • . i RtJN DESC. - RUSS�LL/CQIdCORD , �RUN BY � - BEV H ' WINA VEI�QCI'I'Y (MPH) = 110.00 , • WIND•;VEL. X G'JS'1' (MPH) t 143. AREA AT THE POL� 8A$E• (IN•2) � 2�842� WEIGFi�' QF THE POLE (LS) m 57.20 MQM�NT OF IN::RT7A (:N-4) F 8.8815 � SECZ�ION MODULUS (.N-3) � 3.2955 FOL�u' ISIi r,e�R F'G?�C: (Lfi) m 3 4 2. , Z'!iE POL� MOhlENT (gT-I,8) = 3521. ---> MA�C.'OVb:R^.'URN �20�+l�;NT (FT•LS) � 6 9�0. , iE CR.�.'I'I CAL NlJM3F+'.R (CSR) = 0.5 i 6 2 CSR � C4MLI2�ED STRESS �AZ'IO ' � M A X. FORCE AT ?OLE TQP (LB? ¢ 150.53 �+� ONE CQTTON/NYLC�N 5X8 F':.AG - 5PECIrIr�n ' THF FLAG-S MOMENT (.L"'!'�LB) � Z 4 9 0. NOW • TI�E TQTAL MC1'd.�"NT (?T-L3) � 5014. , 7`Q:'AI+ $HEA& FORCE (LB) = 485. iQ5d ' T'r15 �RITIC.�?, NLTM3ER (CSR)= 0.879945 wW ONE POLY�STER 5X8 F:�AG - BPECIFIED _ wARN2N3 - This flagpble 18 Overstreegedl ' Con�ult the en�ineering dbpar�mantl TYE FLAG-S NOMFNT (?'m•X+g) � 3A$$� NOW - THE TOTAI. MOMSNTT (x T-LB) � 7 0 0 6� T�'�'P►� sY=»41t �'G:�CB (LB) a 542. NOW - :'HE �RI'I'ICAL NUN�3ER (C$R)= 1.D25651 ------- ------------- , � ------------------"-...��....... .. .. .. 'I'�iE DQt1XIM�JM UNrLAGGED COI3DITION {MPH) ' i � WORICING WI2�A VE�. X GUST = 281. E wO�zxiraa wirm V�LOCz�Y , � 216� , , � � i � ' � .: �, , > -- `�•- , _ � '� _ � � ._ :. ^� -.:: . _. �_; t q PENINSULA FIRE SYSTEMS, INC. � b� P . 0. B OX 114 4 6 �G>i'�``�` � TAMPA, FL 33610 � � �/..�. � 6��� ��� i I HYDRAULIC CALCULATIONS FOR WAL-MART GARD�N AREA i I ZEPHYRHILLS, FLORIDA FILE NUMBER: WAL-GAR DATE: MAY 14 , 1992 � -DESIGN DATA- OCCUPAN'CY CLASSIFICATION: PER SPEC, S DENSITY:� . 19 gpm/sq . ft . AREA OF ;P�PPLICATION: 2000 sq . ft . I COVERAG!E PER SPRINKLER: 121 . 00sq . ft . NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 432 . ]. gpm TOTAL W;ATER REQUIRED (including hose) : 682 . 1 gpm FLOW ANID PRESSURE (@ BOR) : 682 . 1 gpm @ 30 . 9 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF , CONTRACTOR: PENINSULA FIRE SYSTEM, INC. ' DESIGN/LAYOUT BY: S.R.H. /D. P .G. � AUTHORITY HAVING JURISDICTIOIV : CITY �F ZEPHYRHILLS � ' CONTRACTOR CERTIFICATION NUMBER: 392603000188 I C LCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 812A40.5 ., ) -:� � HRS SYSTEMS, INC. - -- -- ATLANTA, GA =- - ,> - � I � ` � , � , ���`��- i' " � I . � . __ � I , SPRINKLER SYSTEM HYDRAULIC4ANFT�YSIS Page 1 Dai:.e. G5/14!92 ��WAL-�AR JO�➢ TITLE: �WALMART - GARDEN SHOP WA�'ER SUPP�Y DATA � � ; SOURCE STATIC RESID. FLOW AVAIL . TOTAL REQ'U - N(�DE PRESS. PRESS . @ PRESS. @ DEMAND PRESS . T;��G (PSI ) (PSI ) (GPM) (PSI ) (GPM) (PSI) 38 45 . 0 44 . 0 1220 . 0 44 . 7 682 . 1 30 . 9 AGGREGATE FLOW ANALXSIS: 'I TO�AL FLOW AT SOURCE 682 . 1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 432 . 1 GPM � NO]�E ANALYS!IS DATA � , NO]�E TAG ELEVATION NODE TYPE PRESSURE DISCHARGE � ' (FT) (PSI ) (GPM) � 1 , 159 . 0 K= 8 . 10 8 .0 23 . 0 2 � 159 . 0 K= 8 . 10 9 . 2 24 . 6 3 � 159 .0 K= 8 . 10 10 . 5 26 . 2 4 ' 159 .0 - - - - 12 . 4 - - - ' 5 ; 159 .0 K= 8 . 10 10 . 7 26 . 5 6 ' 159 . 0 K= 8 . 10 9 . 3 24 . 7 7 � 153 . 8 - - - - 16 . 5 - - - 8 � 159 . 0 K= 8 . 10 8 . 1 23 . 0 9 ' 159 .0 K= 8 . 10 9 . 3 24 . 7 10 159 . 0 K= 8 . 10 10 . 5 26 . 3 11 , 159 .0 - - - - 12 . 5 - - - 12 � 159 . 0 K= 8 . 10 10 . 7 26 . G 13 � 159 . 0 K= 8 . 10 9 . 4 24 . 8 14 , 153 . 8 - - - - 16 . 5 - - - 15 ; 159 . 0 K= 8 . 10 8 . 2 23 . 2 16 ' 159 . 0 K= 8 . 10 9 . 4 24 . 9 17 159 .0 K= 8 . 10 10 . 7 26 . 5 18 ' 159 . 0 - - - - 12 . 7 - - - 19 ' 159 .0 K= 8 . 10 10 . 9 26 . 7 20 � 159 . 0 K= 8 . 10 9 . 5 25 . 0 21 ' 153 . 8 - - - - 16 . 7 - - - 22 I ' 159 . 0 K= 8 . 10 10 . 9 26 . 7 23 159 .0 K= 8 . 10 12 . 5 28 . 6 24 � 159 .0 - - - - 14 . 5 - - - 25 � 153 . 8 - - - - 17 . 1 - - - 26 153 . 8 - - - - 18 . 3 - - - 27 153 . 8 - - - - 21 . 5 - - - 28 153 . 8 - - - - 24 . 2 - - - ' 29 � 153 . 8 - - - - 27 . 9 - - - 30 153 . 8 - - - - 29 . 2 - - - 31 138 . 3 . - - - - 36 . 5 - - - 32 138 . 3 - - - - 43 . 5 - - - 33 137 . 3 HOSE STREAM 44. 2 250 . 0 34 136 . 3 - - - - 45 . 1 - - - � � � � ' SPRINKLER SYSTEM HYDRAULIC �A�ALrSIS Page 2 . r , I ' , - • • � � �` . JOB TITLE: WALMART - GARDEN SHOP NODE TAI3 ELEVATION NODE TYPE PRESSUR� DISCHARGE � .(FT) (PSI ) (GPM) 35 � i �134 . 3 _ _ _ _ 46 . 4 _ _ _ 36 130 . 3 48 . 4 37 � 138 . 0 - - - - 46 . 2 - - - 38 i ,175 . 0 SOURCE 30 . 9 682 . 1 � � � i I , i ' I I � � � i � I � � � i i i ; i � I � � � � i I � ' � . � , � . � ; SPRINKLER SYSTEM HYDRnULIC �ANALxSIS , Page 3 . �, • � •� . JOBiTITLE: WALMART - GARD�N SHOP PIP� DATA � � � PIPF TAG � � Q(GPM) DIA( IN) L�ENGTH PRESS . iEND EL'EV . NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NJDES (FT) (K) (PSI ) (GPM) F. L . /F'r (PSI ) Pipe : 1 -23 . 0 1 . 10�k PL 9 . 21 PF 1 . 2 1 159 . 0 8 . 1 8 . 0 23 . 0 7 . 7 120 FTG ---- PE 0 . 0 2 15j9 . 0 8 . 1 9 . 2 24 . 6 0 . 131 TL 9 . 21 PV U . � Pipe: 2 -47 . 6 1 . �52 PL 9 . 21 PF 1 . 2 2 159 . 0 8 . 1 9 . 2 24 . 6 9 . 2 120 FTG ---- PE 0 . 0 3 15i9 . 0 8 . 1 10 . 5 26 . 2 0 . 133 TL 9 . 21 PV 0 . 6 Pipe: 3 -73 . 8 1 . 687 PL 5 . 67 PF 2 . 0 3 159 . 0 8 . 1 10 . 5 26 . 2 10 . 6 120 FTG T PE 0 . 0 4 159 . 0 0 . 0 12 . 4 0 . 0 0 . 144 TL 13 . G7 PV 0 . 8 Pipe: 4 51 . 2 1 . 452 PL 3 . 42 PF 1 . 7 4 159 . 0 0 . 0 12 . 4 0 .0 9 . 9 120 FTG T PE 0 . 0 5 1;b9 . 0 8 . 1 10 . 7 26 . 5 0 . 152 TL 11 . 42 PV 0 . 7 Pipe: I5 24 . 7 1 . 104 PL 9 . 21 PF 1 . 4 5 1�59 .0 8 . 1 10 . 7 26 . 5 £3 . 3 120 FZ'G ---- PF. Q . 0 6 1�59 . 0 8 . 1 9 . 3 24 . 7 0 . 150 TL 9 . 21 PV 0 . 5 I Pipe: �6 -125 . 0 2 . 154 PL 5 . 21 PF 1 . 8 4 1�59 . 0 0 . 0 12 . 4 0 . 0 11 . 0 120 FTG T PE 2 . 3 7 1�53 . 8 0 .0 16 . 5 0 . 0 0 . 116 TL 15 . 21 PV 0 . �3 Pipe : �7 -125 . 0 4 . 260 PL 13 . 12 PF 0 . 1 7 1�53 . 8 0 . 0 16 . 5 0 . 0 2 . 8 120 FTG ---- PE 0 . 0 14 1�53 . 8 0 . 0 16. 5 0 . 0 0 . 004 TI� 13 . 12 PV 0 . 1 Pipe: 8 -23 . 0 1 . 104 PL 9 . 21 PF 1 . 2 8 159 . 0 8 . 1 8 . 1 23 . 0 7 . 7 120 FTG ---- PE 0 . 0 9 159 .0 8 . 1 9 . 3 24 . 7 0 . 132 TL 9 . 21 PV 0 . 4 Pipe: �9 -47 . 7 1 . 452 PL 9 . 21 PF 1 . 2 9 159 .0 8 . 1 9 . 3 24 . 7 9 . 2 120 FTG ---- PE 0 . 0 10 159 . 0 8 . 1 10 . 5 26 . 3 0 . 133 TL 9 . 21 PV 0 . 6 Pipe: 10 -74 . 0 1 . 687 PL 5 . 67 PP 2 . 0 10 1�59 . 0 8 . 1 10 . 5 26 . 3 10 . 6 120 FTG T PE 0 . 0 11 1I59 .0 0 . 0 12 . 5 0 . 0 0 . 145 TL 13 . 67 PV 0 . 8 Pipe: 11 51 . 3 1 . 452 PL 3 . 42 PF 1 . 7 11 159 .0 0 . 0 12 . 5 0 .0 9 . 9 120 E'TG T PE 0 . 0 12 1�59 . 0 8 . 1 10 . 7 26 . 6 0 . 153 TL 11 . 42 PV 0 . 7 Pipe: 12 24 . 8 1 . 104 PL 9 . 21 PF 1 . 4 12 159 .0 8 . 1 10 . 7 26 . 6 8 . 3 120 FTG ---- PE 0 . 0 13 1�59.0 8 . 1 9 . 4 24 . 8 0 . 151 TL 9 . 21 PV 0 . 5 Pipe: 13 -125 . 3 2 . 154 PL 5 . 21 PF 1 . 8 11 159 .0 0 . 0 12 . 5 0 .0 11 . 0 120 FTG T PE 2 . 3 14 153 . 8 0 . 0 16 . 5 0 . 0 0 . 117 TL 15 . 21 PV 0 . 8 � i I . � , ; SPRINKLER SYSTEM HYDRAULIC� ANALVSIS , Page 4 . • • �� JOBiTITLE: WALMART - GARDEN SHOP PIPL DATA (cont ' d) PIP� TAG I Q(GPM) DIA( IN) LENGTH PRESS . END ELEV. NOZ . PT DIaC. VEL(FPS) HW(C) (FT) SUM. N�DES (F,T) (K) (PSI ) (GPM) F . L . /FT (PSI ) Pipe: 14 -250 . 3 4 . 260 PL 13 . 12 PF 0 . 2 14 153 . 8 0 . 0 16 . 5 0 . 0 5 . 6 120 FTG ---- FE 0 . 0 21 153 . 8 0 . 0 16 . 7 0 . 0 0 . 015 TL 13 . 12 PV 0 . 2 Pipe: 15 -23 . 2 1 . 1Q4 PL 9 . 21 PF 1 . 2 15 159 . 0 8 . 1 8 . 2 23 . 2 7 . 8 120 FTG ---- PE 0 . 0 16 159 . 0 8 . 1 9 . 4 24 . 9 0 . 133 TL 9 . 21 PV Q . 4 Pipe: ].�6 -48 . 0 1 . 452 PL 9 . 21 PF 1 . 2 16 159 . 0 8 . 1 9 . 4 24 . 9 9 . 3 120 FTG ---- PE 0 . 0 17 159 . 0 8 . 1 10 . 7 26 . 5 0 . 135 TL 9 . 21 PV 0 . 6 Pipe: 17 -74 . 5 1 . 687 PL 5 . 67 PF 2 . 0 17 159 . 0 8 . 1 10 . 7 26 . 5 10 . 7 120 FTG T PE 0 . 0 18 1b9 . 0 0 . 0 12 . 7 0 . 0 0 . 147 TL 13 . 67 PV 0 . 8 Pipe: �18 51 . 7 1 . 452 PL 3 . 42 PF 1 . 8 18 159 . 0 0 . 0 12 . 7 0 . 0 10 .0 120 FTG T PE 0 . 0 19 159 . 0 8 . 1 10 . 9 26 . 7 0 . 155 TL 11 . 42 PV 0 . 7 Pipe: �19 25 .0 1 . 104 PL 9 . 21 PF 1 . 4 19 1�59 . 0 8 . 1 10 . 9 26 . 7 8 . 4 120 FTG ---- PE 0 . 0 20 1�59 .0 8 . 1 9 . 5 25 . 0 0 . 153 TL 9 . 21 PV 0 . 5 Pipe: 20 -12G . 2 2 . 154 PL 5 . 21 PF 1 . 8 18 159 . 0 0 . 0 12 . 7 0 . 0 11 . 1 120 FTG T FE 2 . 3 21 1�53 . 8 0 . 0 16 . 7 0 . 0 0 . 118 TL 15 . 21 PV 0 . 8 Pipe: i21 -376 . 5 4 . 260 PL 13 . 12 PF 0 . 4 21 153 . 8 0 .0 16 . 7 0 . 0 8 . 5 120 FTG ---- PE 0 . 0 25 153 . 8 0 . 0 17 . 1 0 . 0 0 . 032 TL 13 . 12 PV 0 . 5 Pipe: 22 -26 . 7 1 . 104 PL 9 . 21 PF 1 . 6 22 159. 0 8 . 1 10 . 9 26 . 7 9 . 0 120 FTG ---- PE 0 . 0 23 159 . 0 8 . 1 12 . 5 28 . 6 0 . 173 TL 9 . 21 PV 0 . 5 i � Pipe: 23 -55 . 4 1 . 452 PL 3 . 42 PF 2 . 0 23 159 . 0 8 . 1 12 . 5 28 . 6 10 . 7 120 FTG T PE 0 . 0 24 159 .0 0 . 0 14 . 5 0 . 0 0 . 176 TL 11 . 42 PV 0 . 8 Pipe: 24 -55 . 4 2 . 154 PL 5 . 21 PF 0 . 4 24 159. 0 0 . 0 14 . 5 0 . 0 4 . 9 120 FTG T PE 2 . 3 25 153 . 8 0 . 0 17 . 1 0 . 0 0 . 026 TL 15 . 21 PV 0 . 2 I Pipe: 25 -431 . 9 4 . 260 PL 8 . 50 PF 1 . 2 25 153 . 8 0 . 0 17 . 1 0 . 0 9 . 7 120 FTG T PE 0 . 0 26 153 . 8 0 . 0 18 . 3 0 . 0 0 .042 TL 28 . 50 PV 0 . 6 Pipe: 26 -431 . 9 4 . 260 PL 57 . 50 PF 3 . 2 26 153 . 8 0 .0 18 . 3 0 . 0 9 . 7 120 FTG T PE 0 . 0 27 1�53 . 8 0 . 0 21 . 5 0 . 0 0 . 042 TL 77 . 50 PV 0 . 6 ili • � � �, SPRINICLER SYSTEM HYDRAULIC° ANAL-YSIS Page 5 • l, • • ' . , , . JO� TITLE: WALMART - Gl�iRDEN SHOP PIPIE DATA �(;cont ' d) I PIPE TAG Q(GPM) DIA( TN) LEPdGTH PRESS . IEND ELEV . NOZ . PT DISC . VEL(FPS) HW(C) (FT) SUM. N�DES (FT) (K) (PSI ) (GPM) F . I� . /FT (PSI ) � ' Pipe: 27 -278 . 0 4 . 260 PL 134 . 20 PF 2 . 7 27 15�3 . 8 0 . 0 21. . 5 0 . 0 6 . 3 120 FTG E PE 0 . 0 28 1i3 . 8 0 . 0 24 . 2 0 . 0 0 . 018 TL 144 . 20 PV 0 . 3 Pipe: 28 -431 . 9 4 . 260 PL 88 . 00 PF 3 . 7 28 153 . 8 0 . 0 24 . 2 0 . 0 9 . 7 120 FTG ---- PE 0 . 0 29 15 i . 8 0 .0 27 . 9 0 . 0 0 . 042 TL 8£i . 00 PV 0 . 6 Pipe: 2.9 -153 . 8 4 . 260 PL 381 . 00 PF 2 . 7 27 15�3 . 8 0 . 0 21 . 5 0 . 0 3 . 5 120 FTG E2T PE 0 . 0 28 153,. 8 0 . 0 24 . 2 0 . 0 0 . 00G TL 431 . 00 PV 0 . 1 Pipe: 3I� -431 . 9 6 . 357 PL 179 . 00 PF 1 . 4 29 153 . 8 0 .0 27 . 9 0 . 0 4 . 4 120 FTG 4E P� 0 . 0 30 153 . 8 0 . 0 29 . 2 0 . 0 0 . 006 TL 235 . 00 PV 0 . 1 Pipe: 3I -431 . 9 6 . 357 PL 19 . 00 PF 0 . 6 30 153 . 8 0 . 0 29 . 2 0 . 0 4 . 4 120 FTG ETCG PE 6 . 7 31 138 � 3 0 . 0 36 . 5 0 . 0 0 . 006 TL 98 . 00 PV 0 . 1 Pipe: 32 FIXED PRESSURE L05S DEVICE 32 I 138 .�3 0 . 0 43 . 5 0 . 0 7 . 0 psi , 431 . 9 gpm 31 I 138 .13 0 .0 36 . 5 0 . 0 �Pipe: 33 -431 . 9 7 . 980 PL 150 . 00 PF 0 . 3 32 138 . 3 0 . 0 43 . 5 0 . 0 2 . 8 150 FTG T PE 0 . 4 33 137 �.iI3 H. S . 44 . 2 250 . 0 0 . 001 TL 202 . 89 PV 0 . 1 Pipe: 34 '� -371 . 5 7 . 980 PL 350 . 00 PF 0 . 4 33 137 . 3 H. S . 44 . 2 250 . 0 2 . 4 150 FTG T PE 0 . 4 34 136 � 3 0 . 0 45 . 1 0 . 0 U . 001 TL 402 . 89 PV 0 . 0 I Pipe : 35 � -371 . 5 7 . 980 PL 380 . 00 PF 0 . 4 34 136. 3 0 . 0 45 . 1 0 . 0 2 . 4 150 F'I'G T PE 0 . 9 35 134 . 3 0 . 0 46 . 4 0 . 0 0 . 001 TL 432 . 89 PV 0 . 0 Pipe: 36 ''� -310 . 4 7 . 980 PL1060 . 00 PF 0 . 8 33 I 137 . 3 H. S . 44 . 2 250 . 0 2 . 0 150 FTG 2T PE 1 . 3 35 I 134. 3 0 .0 46 . 4 0 . 0 0 . 001 TL1165 . 77 PV 0 . 0 � Plipe: 37 � -681 . 9 7 . 980 PL 65 . 00 PF 0 . 4 35 I 134 . 3 0 .0 46 . 4 0 . 0 4 . 4 150 FTG T PE 1 . 7 36 130 . 3�i 0 . 0 48 . 4 0 . 0 0 . 003 TL 117 . 89 PV 0 . 1 � Plpe: 38 -681 . 9 11 . 650 PL1980 . 00 PF l . l 36 130 . 3�, 0 .0 48 . 4 0 . 0 2 . 1 150 FTG 3T4G PE 3 . 3 37 138 .0'I 0 .0 46 . 2 0 . 0 0 . 000 TL2288 . 26 PV 0 . 0 Pipe: 39 I � -682 . 1 11 . 650 PL1340 . 00 PF 0 . 7 37 138 .OI 0 .0 46 . 2 0 . 0 2 . 1 150 FTG 2L4G PE 16 . 0 38 175 . OI SRCE 30 . 9 (N/A) 0 . 000 TL1430 . 66 PV 0 . 0 i . � I1 SPRINKLER SYST�M HYDRAULIC� ANAL�YSIS , Page 6 , . ., � • . . � . . . JOB 'I'I TLE: W i LMART - G�RDEN SHOP NOTE�S: (1)� Calculal,ions were performed by �:he HASS 5 . 5 . 0 coinputer program under l�i'cense no . 812A405 granted by HRS Systems , Inc . 2193 Ranchwood Dr . , N . E . Atlanta, GA 30345 ( 2) The system has been balanced to provide an aver.age imbalan�ce at each node of 0 . 028 gpm and a maximum imbalanie at any node of 0 . 738 gpm. I (3) Velocity pressures are printed for information only , and are not used in balancing the system. Maximum Fiater velocity in any pipe is 11 . 1 ft/sec . ( 4� PIPE FITTINGS TABLE � Pipe Table Name: STANDARD . PIP � PAGE: A MATERIAL : S40 Hti��C: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv � i � i � � � i I � � � i � � i � i � i � , . ,. ; SPRINKLER SYSTEM HYDRAULIC' APdAL�5IS . Page 7 - • , JOB �I.'ITLE: WALMART - GARDEN SHOP WATEI�t SUPPLY �CURVE � 6(�+ , � � i � � � � � 5j5+ , , � � I � � 5�0�+- � � � � 4I5*������������������������� ; * <-44 . 0 psi @ 1220 gpm � ; � Flow Test Point � � P a�0+ R I ; E ' � S ' � S 3�5+ U ; R ; E i � X � � .:50+ � � I � P ' � S ' � I i?5+ i ) � � � � , � i' , � 70+ � � ' i I ' � � � � i15+ � � � ' � � � i ' � -----=------------------------ I � -----�------LEGEND------------ � 10+ " I , i �� ; X = Required Water Supply " � I ' 30 . 86 si 682 . 1 m " � P @ gP � 5+ " ' ; 0 = Available Water Supply " ' ; 4�4. 66 psi @ 682 . 1 gpm " � I �� 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) � I I • I � � I ' �---•�-i ' � ' .� PENINSULA FIRE SYSTEMS, INC . `�Gv�G[����"� P . 0. BOX 11446 � i TAMPA, FL 33610 a ��� I L� �� �� I ; � � � � � ; � HYDRAULIC CALCULATIONS I � FOR � , i WAL-MART S`POCK AREA ZEPHYRHILLS , FLORIDA FILE NUMBER: WAL-STOC i ,. ; DATE: MAY 14 , 1992 -DESIGN DATA- OCCUPANCY CLASSIFICATION : PER SPEC, S iDENSITY: . 40 gpm/sq. ft . AREA OF APPLICATION : 2000 sq. ft . COVERAGE� PER SPRINKLER: 87 . 20sq . ft . NUMBER OF SPRINKLERS CALCULATED: 23 sprin}clers iTOTAL SPRINKLER WATER FLOW REQUIRED: 816 . 9 gpm I � TOTAL WATER REQUIRED (including hose) : 10G6 . 9 gpm FLOW AND PRESSURE (@ BOR) : 1066 . 9 gpm @ 35 . 0 psi iSPRINKLER ORIFICE SIZE: 17/32 inch INAME OF� CONTRACTOR: PENINSULA FIRE SYSTEM, INC. � ' IDESIGN/LAYOUT BY: S.R.H. /D. P .G. AUTHORI�Y HAVING JURISDIC`PION : CITY OF ZEPHYRHILLS CONTRACTOR CERTIFICATION NUMBER: 392603000188 I I i � CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 812A4.�';_ } f HRS SYSTEMS, INC. ,/�� = j / _ ATLANTA, GA � �- /�=i` - �� � I �l ��L%`i . S � i � i - -- � SPRINKLER SYSTEM HYDR11iJLIC 'ANAL`�SIS , Page 1 � rDate ;l 0�/14/-92 - • W1�L-S'I'OC JOB `7:'ITLE: WALMART . . . STOCK AREA WATEI�t SUPPLY DATA SOUR��;E STATIC RESID. FLOW AVAIL . TOTAL REQ'D NODJ� PRESS . PRESS . @ PRESS . @ DEMAND PRESS . TAG (PSI ) (PSI ) (GPM) (P5I ) (GPM) (PSI ) 36 4�5 . 0 44 . 0 1220 . 0 44 . 2 1066 . 9 35 . 0 II I AGGR�EGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 1066 . 9 GPM TOTAL HOSE STREAM ALLOWANrE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM ' TOTAL DISCHARGF FROM ACTIVE SPRINKLERS 816 . 9 GPM I NODE ANALYSIS DATA NODE TAG E�LEVATION NODE TYPE PRESSURE DISCHARGE �(L'T) (PSI ) (GPM) 1 155 . 3 K= 8 . 10 1£3 . 5 34 . £3 2 155 . 3 K= 8 . 10 18 . 9 35 . 2 � 3 155 . 3 K= 8 . 10 19 . 3 35 . 6 4 155 . 3 - - - - 20 . 0 - - - , 5 155 . 3 K= 8 . 10 19 . 7 36 . 0 ! 6 155 . 3 K= 8 . 10 19 . 6 35 . 8 7 155 . 3 K= 8 . 10 18 . 5 34 . 8 8 155 . 3 K= 8 . 10 18 . 9 35 . 2 , 9 155 . 3 K= 8 . 10 19 . 4 35 . 6 � 10 155 . 3 - - - - 7_0 . 0 - - - 11 155 . 3 K= 8 . 10 19 . 7 36 . 0 12 155 . 3 K= 8 . 10 19 . 6 35 . 8 13 155 . 3 K= 8 . 10 18 . 5 34 . 9 14 155 . 3 K= 8 . 10 18 . 9 35 . 2 15 155 . 3 K= 8 . 10 • 19 . 4 , 35 . 7 16 �155 . 3 - - - - 20 . 0 - - - 17 155 . 3 K= 8 . 10 19 . 7 36 . 0 18 � 155 . 3 K= 8 . 10 19 . 6 35 . 9 19 ! 155 . 3 K= 8 . 10 18 . 6 34 . 9 20 � 155 . 3 K= 8 . 10 19 . 0 35 . 3 21 � 155 . 3 K= 8 . 10 19 . 5 35 . 7 22 � 155 . 3 - - - - 20 . 1 - - - 23 155 . 3 K= 8 . 10 19 . 8 36 . 0 24 155 . 3 K= 8 . 10 19 . 7 35 . 9 25 � 155 . 3 K= 8 . 10 18 . 7 35 .0 26 I 155 . 3 K= 8 . 10 19 . 1 35 . 4 27 ;155 . 3 - - - - 22 . 3 - - - 28 '155 . 3 - - - - 27 . 0 - - - 50 �155 . 3 K= 8 . 10 19 . 6 35 . 8 51 '155 . 3 - - - - 20 . 2 - - - 29 �138 . 3 - - - - 36 . 3 - - - 30 138 . 3 - - - - 43 . 3 - - - 31 137 . 3 HOSE STREAM 44 . 6 250 . 0 32 i136. 3 - - - - 45 . 9 - - - " I � i � � � SPRINKLER SYS,TEM HYDRAULIC ANALYSIS ' E?age 2, ' � i � - I JOB �PITLE: WALMART . . . STOCK AREA NODE TAG� ELEVAT�ION NODE TYPE PRESSURE DISCHARGE � (FT� (PSI ) (GPM) i 33 I 134 . 3 - - - - 47 . 8 - - - 34 130 . 3 - - - - 50 . 3 - - - 35 � �:38 . 0 - - - - 49 . 5 - - - 36 � 0.75 . 0 SOURCE 35 . 0 1066 . 9 I i i j II I I II i I � I I � I I � I i � I i i I i I I I i j i I I j � 1 � i � � I i i � ' i � I i I � I I � � � � � I � I I I I I i i � I � • I � - SPRINKLER SYSTEM HYDRAULIC+ ANAL`�SIS � Page 3 _ ---�_ • , ' ' ' JOB 7'ITLE: WALMART. . . STOCK AREA PIPE DATA � i PIPE TAG I Q(CF'M) DZA( IN) LENGTH PRE�S . EIJD ELEV. NOZ . PT DISC . VEL(FPS) IiW(C) (FT) SUM. N011ES (FT) (K) (PSI ) (GPM) F. L . /FT (I'SI ) Pipe: 1 � -34 . 8 1 . 687 PL 11 . 50 PF 0 . 4 1 155�. 3 8 . 1 18 . 5 34 . 8 5 . 0 120 FTG ---- FE 0 . 0 2 155 . 3 8 . 1 18 . 9 35 . 2 0 . 036 TL 11 . 50 PV 0 . 2 � Pipe : 2 � -70 . 0 2 . 154 PL 11 . 50 PF 0 . 5 2 155 . 3 8 . 1 18 . 9 35 . 2 6 . 2 120 FTG ---- PE 0 . 0 3 155 . 3 8 . 1 19 . 3 35 . 6 0 . 0�0 TL 11 . 50 PV 0 . 3 Pipe: 3 -105 . 7 2 . 581 PL 6 . 08 PF 0 . 6 3 155 . 3 8 . 1 19 . 3 35 . 6 6 . 5 120 I'TG T PE 0 . 0 4 � 155 . 3 0 . 0 20 . 0 0 . 0 0 . 035 TL 18 . 03 PV 0 . 3 i Pipe: 4 71 . 8 2 . 581 PL 4 . 42 PF 0 . 3 4 155 . 3 0 . 0 20 . 0 0 . 0 4 . 4 120 PTG T PE 0 . 0 5 15�5 . 3 8 . 1 19 . 7 36 . � 0 . 017 TL 16 . 42 PV 0 . 1 Pipe: 5' 35 . 8 2 . 154 PL 11 . 50 PF 0 . 1 5 15�5 . 3 8 . 1 19 . 7 36 . 0 3 . 2 120 FTG ---- PE 0 . 0 6 155 . 3 8 . 1 19 . 6 35 . 8 0 . 012 TL 11 . 50 PV 0 . 1 � � � Pipe: 6 , -177 . 4 6 . 357 PL 7 . 57 PF 0 . 0 4 155 . 3 0 . 0 20 . 0 0 . 0 1 . 8 120 FTG ---- PE 0 . 0 10 155 . 3 0 .0 20 . 0 0 . 0 0 . 001 TL 7 . 57 PV 0 . 0 i � Pipe : 7i -34 . 8 1 . 687 PL 11 . 50 PF 0 . 4 7 155 . 3 8 . 1 18 . 5 34 . 8 5 . 0 120 FTG ---- PE 0 . 0 8 155 . 3 8 . 1 18 . 9 35 . 2 0 . 036 TL 11 . 50 PV 0 . 2 Pipe: 8� -70 . 0 2 . 154 PL 11 . 50 PF 0 . 5 8 155 . 3 8 . 1 18 . 9 35 . 2 6 . 2 12� FTG ---- PE 0 . 0 9 155 . 3 8 . 1 19 . 4 35 . 6 0 . 040 TL 11 . 50 PV 0 . 3 ' I Pipe: 9 -105 . 7 2 . 581 PL 6 . 08 PF 0 . 6 9 155 . 3 8 . 1 19 . 4 35 . 6 6 . 5 120 FTG T PE 0 . 0 10 155 . 3 0 .0 20 . 0 0 . 0 0 . 035 TL 18 . 08 PV 0 . 3 � � Pipe: 1�0 71 . 8 2 . 581 PL 4 . 42 PF 0 . 3 10 155 . 3 0 . 0 20 . 0 0 . 0 4 . 4 120 FTG T PE 0 . 0 11 155 . 3 8 . 1 19 . 7 36 . 0 0 . 017 TL 16 . 42 PV 0 . 1 � i Pipe: 11 35 . 8 2 . 154 PL 11 . 50 PF 0 . 1 11 15,5 . 3 8 . 1 19 . 7 36 .0 3 . 2 120 FTG ---- PE 0 . 0 12 ; 15�5 . 3 8 . 1 19 . 6 35 . 8 0 . 012 TL 11 . 50 PV 0 . 1 Pipe: ll2 -354 . 9 6 . 357 PL� 7 . 57 PF 0 . 0 i 10 15!5 . 3 0 .0 20 . 0 0 . 0 3 . 6 120 FTG ----- PE 0 . 0 16 155 . 3 0 . 0 20 . 0 0 . 0 0 . 004 TL 7 . 57 PV 0 . 1 � Pipe: 1�3 -34 . 9 1 . 687 PL 11 . 50 PF 0 . 4 13 1b�5 . 3 8 . 1 18 . 5 34 . 9 5 . 0 120 FTG ---- PE 0 . 0 14 � 15'5 . 3 8 . 1 18 . 9 35 . 2 0 . 036 TL 11 . 50 PV 0 . 2 i � �;,-� SPRINKLER SYSTEM HYDRAULIC� AN�liYSIS � P,ag� 4 . JOB �PITLE: WALMART . , . STOCK AREA PIPE� DATA (cant ' d) PIPEI TAG � Q(GPr4) DIA( IN) LE�`dGTH FRESS . E�ND ELEV. NOZ . PT DISC. VEL{FPS) HW(C) {FT) SUM. NO�DES (F ) (K) (PSI ) (GPM) F . L . /FT (PSI ) i Pipe: 14 -70 . 1 2 . 154 PL 11 . 50 PF 0 . 5 14 155 . 3 8 .1 18 . 9 35 . 2 6 . 2 120 FTG ---- PE 0 . 0 15 155 . 3 8 . 1 19 . 4 35 . '7 O . d40 TL 11 . 50 PV 0 . 3 Pipe: 15 -1Q5 . 8 2 . 5$1 PL 6 . 08 PF 0 . 6 15 15�5 . 3 8 . 1 19 . 4 35 . 7 6 . 5 1.20 FTG T I'E 0 . 0 16 i 15l5 . 3 0 .0 20 .0 0 .0 U . Q35 r['L l8 .08 PV 0 . 3 I Pipe: 1.6 71 . 9 2 . 581 PL 4 . 42 PF 4 , 3 16 155 . 3 0 . 0 20 , 0 0 . 0 4 . 4 120 FTG T PE 0 . 0 17 155 . 3 8 . 1 19. 7 36 .C? 0 . 017 TL 1G . 42 PV � . l � I Pipe: 17 35 . 9 2 . 154 PL 11 . 5q PF 0 . 1 17 155 . 3 8 . 1 19 . 7 3b . 0 3 . 2 120 FTG ---- PE 0 . 0 18 155 .3 8 . 1 19 . 6 35 . 9 O . q12 TL 11 . 50 PV 0 . 1 Pipe: 18 -532 . 5 6 . 357 PL 7 . 57 PF 0 . �. 16 i 155, 3 4 .0 20 .Q 0 .0 5 . 4 l20 FTG ---- PE 0 .4 22 � 155 . 3 Q . 0 20 . 1. 0 .0 0 . 009 TL 7 . 57 PV 0 . 2 I Pipe: 1;9 -34 . 9 1 . 687 PL 11 . 50 FF 0 . 4 19 15�5 . 3 $ . 1 18 . 6 34 . 9 5 . 0 120 FTG ---- PE 0 . 0 20 15I5 . 3 $. I 1g.0 35 . 3 0 . 036 TL Z1 . 50 PV 4 . 2 Pipe. 20 -70 . 2 2 . 154 PL 11 . 50 PF Q . 5 20 155 . 3 8 . 1 19 .0 35 . 3 6 . 2 120 FTG ---- �E 0 . 0 21 15�5 . 3 8 . 1 19, 5 35 . 7 4 , 040 TL 1.1 , 5Q PV 0 . 3 Pipe: 2�1 -105 . 9 2 . 581 PL 6. 08 PF 0 . 6 21 155 . 3 8 . 1 19. 5 35 . 7 6 . 5 120 �'TG T PE 0 .0 22 1�55 . 3 0 . 0 20 . 1 0 . 0 0 . 035 TL 18 . q8 PV 0 . 3 Pipe: �22 72 . 0 2 . 581 PL 4 . 42 PF 0 . 3 22 1�55 .3 0 .0 20 . 1 0 . 0 4. 4 124 FTG T PE O .Q 23 1�55 . 3 8 . 1 19 , 8 36 . 0 0 . qI.7 TL 1.6 . 42 PV 0 . 1. I Pipe: i23 35 . 9 2 . I.54 PL 1I . 50 PF 0 . 1 23 � 1�55 . 3 8 . 1 19 . 8 36 . 0 3 . 2 120 FTG ---- PE O . Q 24 1�55 . 3 8 .1 19.7 35 . 9 0 . 012 TL 1.1 . 50 PV O . l Pipe: 24 -?10 . 5 6. 357 PL 7 . 57 PF 0 . 1 22 I 55 . 3 0 . 0 20 . 1 0 . 0 7 . 2 �.20 FTG ----- PE 0 . q 51t �55 . 3 0 .0 2Q . 2 0 . 0 0 . 015 TL 7 . 57 PV Q . 3 Ii Pipe: 25 -35 . 0 1 . 687 PL 11 . 50 PF 0 . 4 25 Z55. 3 8 . I I8 . 7 35 . 0 5 . 0 120 FTG ---- PE O . Q 26 155 . 3 8 . 1 19 . 1 35 . 4 0 . 036 'SL 11 . 50 • FV 0 . 2 � I , Pipe: 26 -70 . 4 2 . 154 PL 11 . 50 PF 0 . 5 26 i55 .3 8, 1 I9. 1 35 . 4 6. 2 124 FTG ---- PE 0 . 0 50 155 . 3 $ . 1 19 . 6 35 . 8 0 . 040 TL 1I . 50 PV 0 . 3 . � � i SPRINKLER SYSTEM HYDRAULIC� ANALYSIS • Page 5 JOB 7'ITLE: WALMART . . . STOCK AREA PIPE� DATA (cont ' d) � PIPEITAG Q(GPM) DIA( IN) LENCTH PRF,SS . EYZD ELEV . NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NOI�ES (FT) (K) (PSI ) (GPM) F . L . /FT (PSI ) IPipe : 27, -81G . 7 6 . 357 PL 231 . 00 PF 4 . 7 27 155 . 3 0 . 0 22 . 3 0 . 0 8 . 3 120 FTr E PE 0 . 0 28 I 155'. 3 0 . 0 27 . 0 0 . 0 0 . 019 TL 245 . 00 PV 0 . 5 IPipe: 28 -816 . 7 6 . 357 PL 21 . 00 PF 1 . 9 28 I 15�5 . 3 0 . 0 27 . 0 0 . 0 8 . 3 120 FTG ETCG PE 7 . 4 29 13�8 . 3 0 . 0 36 . 3 0 . 0 0 . 019 TL 100 . 00 PV 0 . 5 � Pipe: 29 -]_06 . 2 2 . 581 PL 6 . 08 PF 0 . 6 50 15�5 . 3 8 . 1 19 . 6 35 . 8 6 . 5 120 FTG T PE 0 . 0 51 15I5 . 3 0 . 0 20 . 2 0 . 0 0 . 036 TL 18 . 08 PV 0 . 3 Pipe : 30 -816 . 7 6 . 357 PL 78 . 45 PF' 2 . 1 51 15�5 . 3 0 . 0 20 . 2 0 . 0 8 . 3 120 FTG T PE 0 . 0 27 155 . 3 0 . 0 22 . 3 0 . 0 0 . 019 TL 108 . 45 PV 0 . 5 Pipe: I1 FIXED PRESSURE LOSS DEVICE 30 138 . 3 0 . 0 43 . 3 0 . 0 7 . 0 psi , 816 . 7 gpm 29 138 . 3 0 . 0 36 . 3 0 . 0 I � Pipe: 32 -816 . 7 7 . 980 FL 150 . 00 PF 0 . 9 30 138 . 3 0 . 0 43 . 3 0 . 0 5 . 2 150 FTG T PE 0 . 4 31 I 1i7 . 3 H. S. 44 . 6 250 . 0 0 . 004 TL 202 . 89 PV 0 . 2 I Pipe: 33 -581 . 2 7 . 980 PL 350 . 00 PF 0 . 9 31 13I7 . 3 H. S . 44 . 6 250 . 0 3 . 7 150 rTG T PE 0 . 4 32 I 13,6 . 3 0 . 0 45 . 9 0 . 0 0 . 002 TL 402 . 89 PV 0 . 1 � � � Pipe: 3�4 -581 . 2 7 . 980 PL 380 . 00 PF 1 . 0 32 13�6 . 3 0 . 0 45 . 9 0 . 0 3 . 7 150 FTG T PE 0 . 9 33 134 . 3 0 . 0 47 . 8 0 . 0 0 . 002 TL 437_ . 89 PV 0 . 1 I � � Pipe : 35 -485 . 5 7 . 980 PL1060 . 00 PF 1 . 9 31 137 . 3 H. S . 44 . 6 250 . 0 3 . 1 150 FTG 2T PE 1 . 3 33 134 . 3 0 . 0 47 . 8 0 . 0 0 . 002 TL1165 . 77 PV 0 . 1 Pipe: 36 -1066 . 7 7 . 980 PL 65 . 00 PF 0 . 8 33 134 . 3 0 . 0 47 . 8 0 . 0 6 . 8 150 FTG T PE 1 . 7 34 130 .3 0 . 0 50 . 3 0 . 0 0 . 007 TL 1.17 . £39 PV 0 . 3 Pipe: I37 -1066 . 7 11 . 650 PL1980 . 00 PF 2 . 5 34 1�30 . 3 0 . 0 50 . 3 0 . 0 3 . 2 150 FTG 3T4G PE 3 . 3 35 138 .0 0 .0 49 . 5 0 . 0 0 . 001 TL2288 . 26 PV 0 . 1 I ' Pipe: 38 -1066 . 9 11 . 650 PL1340 . 00 PF 1 . 6 35 138 . 0 0 . 0 49 . 5 0 . 0 3 . 2 150 FTG 2L4G PE 16 . 0 36 175 . 0 SRCE 35 . 0 (N/A) 0 . 001 TL1430 . 66 PV 0 . 1 � � I I � � � .- . _ _ ' SPRINKLER SYSTEM HYDRAULIC ANAliY5IS Page 6 I JOB '!PITLE: WALMART . . . STOCK ARF.A i NOTEI3: I, (1) iCalcula�jions were performed by the HASS 5 . 5 . 0 computer program under license no . 812A405 granted by HRS Systems , Inc . � 2193 Ranchwood Dr . , N .E. Atla.nta, GA 30345 (2) The syslt�em has beer� balanced to provide an average imbalance at each r.iode of 0 . 028 gptn and a maximum Iimbalan�ce at any nc�de of 0 . 967 gpm. (3) Velocity pressures are printed for information only, and are not used in balanci_ng the system. Maximum water velocity in � any pip�e is 8 . 3 ftJsec . ( 4}, PIPE FITTINGS TABLIs' Pipe Table Name: �3TANDARD. PIP PAGE: li MATERIAL : S40 HWC: 120 Diameter .Equivalent Fitting Lengths in Feet (in) , E T L C B G A D ; E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv i I I i I I I � I ' � � � � � I � I I i � I I I I � - I ' SPRINKLER SYSTEM HYDRAULIC ANAL-YSIS . Page 7 JOB 9�ITLE: WALMART. . . STOCK AREA WATE�t SUPPLY CURVE I 6�)+ � � � � � � ' � 55+ i � � � � 50+ � � � � � 4:5*\\\\\\'\\\\\\\\\\\\\\\\\\\ , ; � 0 * <-44 . 0 psi @ 1220 gpm ; � ; Flow Test Point � I � P 40+ I R ' � I � � E � � S ; � ; � S ..�5+ X � R � I I g � I :30+ ( ; P ' � S ' I 25+ � � � � � � � ' ,�0+ ' I ' � � � , � � � , 15+ � � ' I '� � ------------------------------ , ------------------------------ 10+ LEGEND " , �� ; X = Required Water Supply " ; 34. 99 psi @ 1066 . 9 gpm " 5+ � " ; 0 = Available Water Supply " ; 44. 22 psi @ 1066 . 9 gpm " , ; �� 0++-+--�+----+----^+------+--------+--------+---------+------------F 400 600 800 1000 1200 1400 1600 1II00 2000 FLOW (GPM) � I . � � � �, � i ' . . � � � � . � i y ,��--�' � �� PENINSULA FIRE SYSTEMS , INC . ��� `/' I � P. O. BOX 11446 2 �,�� TAMPA, FL 33G10 -! � � � � -•Gc�' �'2- HYDRAULIC CALCUL�ATIONS FOR � i W11I,-MART SAL�ES AREA ZEPFIXRHILLS , FLORIDA I FILE NUMBER : WALMART � DATE: MAY 14 , 1992 I I � � � -DESICN DATA- IOCCUPANCY CLASSIFICATION: PER SPEC, S DENSITY�: . 19 gpm/sq. ft . IAREA OF APPLICATION : 2000 sq . ft . I I COVERAGE PER SPRINKLER: 121 . 00sq. ft . NUMBER OF SPRINKLERS CALCULATED: 18 sprinklers i I I TOTAL S�PRINKLER WATER FLOW REQUIRED: 503 . 8 gpm TOTAL WATER REQUIRED (including hose) : 753 . 8 gpm I FLOW AND PRESSURE (@ BOR) : 753 . 8 gpm @ 30 . 0 psi SPRINKLER ORIFICE SIZE: 17/32 inch I NAME OF CONTRACTOR: PENINSULA FIRE SYSTEM, INC. DESIGN/LAYOUT BY: S.R.H. /D. P .G . iAUTHORI�TY HAVING JURISDICTION: CITY OF ZEPHYRHILLS iCONTRACTOR CERTIFICATION NUMBER: 392603000188 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE $� 812A � 5 )-- HRS SYSTEMS, INC. I ATLANTA, GA /t�� - / �"-— �- � . - ���1� , SPRINKLER SYSTEM HYDRAULIC- ANAI,YSIS : Page 1 'WALMPiRT - D�te:� C?5/13/92 ' ' JOB Z'ITLE: WALMART . . . SALES AREA WATEI� SUPPLY DATA SOURrE STATIC RESID . FLO�d AVAIL . TOTAL REQ'D NODE PRESS . PRESS . @ PRESS . @ DEMAND PRESS . TAG� (PSI ) (PSI ) (GPM) (PST ) (GPirI) (PSI ) I 3g , 45 . 0 44 . 0 1220 . 0 44 . 6 753 . 8 30 . 0 � I AGGREGATE FLOW ANALYSIS : I I TOTAL FLOW AT S�URCE 753 . 8 GPD1 I TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPP�I TOTiAL DISCHARGE FROM ACTIVE SPRINKLERS 503 . 8 GPM NODE ANALYSIS DATA � NODE, TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ' (FT) (PSI ) (GPM) 1 � 154 . 3 K= 8 . 10 8 . 1 23 . 0 2 I 154 . 3 K= 8 . 10 9 . 5 25 . 0 3 ! 154 . 3 K= 8 . 10 11 . 0 26 . 9 4 154 . 3 K= 8 . 10 14 . 4 30 . 7 5 154 . 3 - - - - 19 . 1 - - - 6 I 154 . 3 K= 8 . 10 18 . 7 35 . 1 7 I 153 . 8 - - - - 20 . �3 - - - 8 154 . 3 K= 8 . 10 8 . 1 23 . 0 9 !154 .3 K= 8 . 10 9 . 5 25 . 0 10 � i154 . 3 K= 8 . 10 11 . 0 26 . 8 11 �154 . 3 K= 8 . 10 14 . 4 30 . 7 12 ; 154 . 3 - - - - 19 . 1 - - - 13 I 154 . 3 K= 8 . 10 18 . 7 35 . 1 14 j i153 . 8 - - - - 20 . 8 - - - 15 � 154 . 3 K= 8 . 10 8 . 1 23 . 0 16 � 154 . 3 K= 8 . 10 9 . 5 25 . 0 17 � 154 . 3 K= 8 . 10 11 . 0 26 . 8 18 j 154 . 3 K= 8 . 10 14 . 4 30 . 7 19 � � 154 . 3 - - - - 19 . 1 - - - 20 , 154 . 3 K= 8 . 10 18 . 7 35 . 1 21 153 . 8 - - - - 20 . 8 - - - 22 � 154. 3 K= 8 . 10 9 . 7 25 . 2 23 154. 3 K= 8 . 10 11 . 4 27 . 4 24 154 . 3 K= 8 . 10 _ 13 . 2 29 . 4 25 � 154 . 3 - - - - 17 . 2 - - - 26 ; �154 . 3 - - - - 20 . 2 - - - 27 153 . 8 - - - - 20 . 9 - - - 28i 153 . 8 - - - - 24 . 2 - - - 29 � 153 . 8 - - - - 25 . 7 - - - 30 � '153 . 8 - - - - 27 . 5 - - - 31 � 136 . 0 - - - - 36 . 0 - - - 32 136. 0 - - - - 43 . 0 - - - 33 � 135 . 0 HOSE STREAM 43 . 8 250 . 0 34 134 .0 - - - - 44 . 7 - - - � , � . - I i _ � ; SPRINKLER SYSTEM HYDRAULIC� ANAL-YSIS - Page 2 , ' I - • I ' JOB `PITLE: WALMART. . . SALES AREA NODE TAGj ELEVATION NODE TYPE PRESSURE DISCHARGE � (FT) (P5I ) (GPM) I i 35 i 132 . 0 - - - - 46 . 1 - - - 36 � 1�28 . 0 - - - - 48 . 2 - - - 37 ; 1�38 . 0 - - - - 45 . 2 - - - 38 ; 1�75 . 0 SOURCE 30 . 0 753 . 8 i � i , I � � � � I ' � i I i i i I I j �I , , I ; I � i i � I I I � ' i � I � � � i '� i � � I � � i � � � , � I I i � i I � I � i � � � � � I � � ; I � i � i � � � ' i � � � " i � I SPRINKLER SYSTEM HYDRAULIC" ANAL-YSIS - Page 3 _ • I . _ _ JOB 7'ITLE: WALMART. . . SALES AREA PIPE � DATA PIPEITAG Q(GPM) DIA( IN) LFNGTH PRESS . E1'ZD ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NOT�ES (FT;) (K) (PSI ) (GPM) F. L . /FT (PSI ) , Pipe: lll -23 . 0 1 . 104 PL 11 . 00 PF 1 . 4 1 j 154�. 3 8 . 1 8 . 1 23 . 0 7 . 7 120 FTG ---- PE O . Q 2 � 154 . 3 8 . 1 9 . 5 25 . 0 0 . 131 TL 11 . 00 PV 0 . 4 � Pipe: 2 � -48 . 0 1 . 452 PL 11 . 00 PF 1 . 5 2 I 154, . 3 8 . 1 9 . 5 25 . 0 9 . 3 120 FTG ---- PE 0 . 0 3 154 . 3 8 . 1 11 . 0 26 . 9 0 . 135 TL 11 . 00 PV 0 . 6 i � Pipe: 3 -74 . 8 1 . 452 PL 11 . 00 PF 3 . 4 3 � 154 . 3 8 . 1 11 .0 26 . 9 14 . 5 120 FTG ---- PE 0 . 0 4 � 154 . 3 8 . 1 14 . 4 30 . 7 0 . 307 TL 11 . 00 PV 1 . 4 , Pipe: 4 -105 . 5 1 . 687 PL 9 . 00 PF 4 . 7 4 j. 154 . 3 8 . 1 14 . 4 30 . 7 15 . 1 120 FTG T PE 0 . 0 5 i 154 .3 0 .0 19 . 1 0 . 0 0 . 279 TL 17 . 00 PV 1 . 5 Pipe: 5� � 35 . 1 1 . 687 PL 2 . 00 PF 0 . 4 5 I 15�4 . 3 0 .0 19 . 1 0 . 0 5 . 0 120 FTG T PE 0 . 0 6 ; 15;4 . 3 8 . 1 18 . 7 35 . 1 0 . 036 TL 10 . 00 PV 0 . 2 � Pipe: 6 -140 . 6 2 . 154 FL 0 . 50 PF 1 . 5 5 � 154 . 3 0 . 0 19 . 1 0 . 0 12 . 4 120 FTG T PE 0 . 2 7 153 . 8 0 . 0 20 . 8 0 . 0 0 . 144 TL 10 . 50 PV 1 . 0 � � 8 I Pipe: 7 , -23 . 0 1 . 104 PL 11 . 00 PF 1 . 4 154. 3 8 . 1 8 . 1 23 . 0 7 . 7 120 FTG ---- PE 0 . 0 9 � 154 . 3 8 . 1 9 . 5 25 . 0 0 . 131 TL 11 . 00 PV 0 . 4 � ! j PiPe � 8 -48 .0 1 . 452 PL 11 . 00 PF 1 . 5 9 � 154 . 3 8 . 1 9 . 5 25 . 0 9 . 3 120 FTG ---- PE 0 . 0 10 � 154 . 3 8 . 1 11 . 0 26 . 8 0 . 135 TL 11 .00 PV 0 . 6 IPipe: 9 -74 . 8 1 . 452 PL 11 . 00 PF 3 . 4 10 154 . 3 8 .1 11 .0 26 . 8 14 . 5 120 FTG ---- PE 0 . 0 11 154 . 3 8 . 1 14 . 4 30 . 7 0 . 307 TL 11 . 00 PV 1 . 4 � Pipe: 10 -105 . 5 1 . 687 PL 9 . 00 PF 4 . 7 11 154. 3 8 . 1 14 . 4 30 . 7 15 . 1 120 FTG T PE 0 . 0 12 I 154 .3 0 . 0 19 . 1 0 . 0 0 . 279 TL 17 . 00 PV 1 . 5 12 I� Pipe: 11 35 . 1 1 . 687 PL 2 . 00 PF 0 . 4 15,4. 3 0 . 0 19 . 1 0 . 0 5 . 0 120 FTG T PE 0 . 0 13 I 15I4 . 3 8 . 1 18 . 7 35 . 1 0 . 036 TL 10 . 00 PV 0 . 2 � 12 I Pipe: 1�2 -140 . 5 2 . 154 PL 0 . 50 PF 1 . 5 154 . 3 0 . 0 19 . 1 0 . 0 12 . 4 120 FTG T PE 0 . 2 14j 153 . 8 0 . 0 20 . 8 0 . 0 0 . 144 TL 10 . 50 PV 1 . 0 I � Pipe: 13 -23 . 0 1 . 104 PL 11 . 00 PF 1 . 4 15 154 . 3 8 . 1 8 . 1 23 . 0 7 . 7 120 FTG ---- PE 0 . 0 16 � 154. 3 8 . 1 9 . 5 25 . 0 0 . 131 TL 11 . 00 PV 0 . 4 I I , � I I , ; � SPRINIiLE_� SYSTEM HYDRAULZC ANALYSIS � �age � . I • . JflB TITLE: WALMART. . . SALES AREA PIPE� DATA (cont ' d) PIPEITAG Q(GPM) DT:A( IN) LENGTH PRE�S. END ELE�1 . NC?Z . PT DISC. VEL{FP�} HW{G} {FT} S�3M. NC1�ES (kT�) (K) (PSI ) (GPM) �'. L . /FT (FSI ) i Pipe: 14 -48 . 0 1 . �k52 �'L 11 . 00 1?F 1 . 5 16 154 .3 $.l 9 . 5 25 . 0 9 . 3 120 FTG --~- PF 0 . � 17 � 15�4 . 3 8 . 1 11 .0 26 . 8 O . 135 TL 11 . 00 PV 4 . 6 � Fipe: 1�5 -74 . 8 1 . 452 PL 11 , 00 PF 3 . 4 17 i 154 . 3 8 . 1 11 . 0 26 . 8 14 . 5 120 FTG ----- PE 0 . 0 18 i 154.3 $ .I 14. 4 3Q . 7 0 . 307 TL 11 .00 PV _I . 4 � Pipe: 16 -105 . 5 1 . 687 PL 9 .OQ PF 4 , 7 18 ' 154 . 3 $ . l 14 . 4 30 . 7 15 . 1 1.20 FTG T PE 0 .0 19 154 . 3 p . 0 19 . 1 0 . 0 0 . 279 TL 17 . (70 PV 1 . 5 1 Pipe : 17 35 . 1 1 . 687 k�L� 2 . OQ PF 0 . 4 19 � 3.5i4 . 3 4 .0 19. 1 0 . 0 5 . 0 1.20 FTG T PE 0 . 0 20 � 15i4 . 3 8 . 1 18 . 7 35 . 1 0 . 036 TL 10 . 00 PV 0 . 2 i Pipe: �8 -140 . 6 2 . 154 PL 0 . 50 PF 1 . 5 19 � 154.3 O . Q 19 . 1 O . Q 1.2 . 4 120 FTG T PE 0 . 2 , 2I 153 . 8 Q . 0 20 . 8 0 .0 0 . 144 TL 10 . 50 PV 1 . 0 � � Pipe: 19 -25 . 2 1 . 1.04 PL 1I .00 PF 1 . 7 22 154 . 3 8 . 1 9 . 7 25 . 2 8 . 5 120 FTG ---- PE 0 . 0 23 i 154.3 8 . I 11 . 4 27 . 4 0 . 156 TL 11 .00 PtT 0 . 5 +� Pipe: 2Q -52 . 6 1 . 452 PL 11 , 00 PF l . $ 23 I 1.54 . 3 8 . 1 11 . 4 27 . 4 10 . 2 120 E'TG ---- P� 0 . 0 24 � 154. 3 $ . l 13 . 2 29 . 4 0 . ].60 TL 11 . OQ PV Q . 7 i � Pipe: 21 -82 . 0 1 . 452 PL 11 . 00 PF 4 . 0 24 ( 154. 3 8 . 1 13 . 2 29 . 4 15 . 9 120 FTG ---- PE 0 . 0 25 154. 3 0 . 0 17 . 2 0 . 0 0 . 363 TL 11 . qC1 PV 1 . 7 � Pipe: 22 -82 . 0 1 . 687 PL 9 . p0 PF 3 . 0 25 ! 154.3 O .Q 17 . 2 O ,Q ].1 . 8 120 FTG T PE 0 . 0 26 i 154 . 3 0 . 0 20 . 2 0 .0 0 . 175 TL 17 . 00 PV 0 . 9 � Pipe: 23 -82 .0 2 . 154 PL, 0 . 50 PF 0 . 6 26 i 154 . 3 � . 0 20 . 2 0 . 0 7 . 2 1.20 FTG T PE 0 . 2 27 � 153 .8 0 .0 20 . 9 O . Q 0 . 053 TL 10 . 50 PV 0 . � i � Pipe: 2:4 -266, 8 4. 26Q PL 1$0 . 67 PF 3 . 3 27 � 15;3 . 8 0 .0 20 . 9 0 . 0 6 . 0 1.20 FTG E PE 0 . 0 28 � 15�3. $ 0 . 0 24, 2 0 .0 0 , 017 TL 190 . 67 PV Q . 2 i ', � Pipe: 2;5 -266 . 8 4 . 260 PL 87 . 80 PF 1 . 5 28 � 153, 8 0 . 0 24. 2 0 .0 6 .0 120 FTG ----- PE 0 . 0 29 i 153 . 8 p . 0 25 . 7 0 , 0 0 . 017 TL 87 . 80 PV 0 . 2 i i � I Pipe: 2�6 -236 . 9 4 . 260 PL 303 . 00 PF 4 . 8 ? � 15�3. 8 4 .Q 20 . 8 Q ,0 5 .3 �.2Q FTG E2T PE Q . 4 29 � 153 . 8 0 .0 25 .7 0 .0 O . QI4 TL 353 . OQ PV 0 . 2 i � � , I SPRINKLER SYSTEM HYDRAULIC` ANA�YSIS - Dage 5 <, I ' • � JOB TITLE: WALMART. . . SALES AREA PIPE DATA (cont 'd) PIPE TAG � Q(GPM) DIA( IN) LENGTH PRESS . EkVD ELEU. NOZ . PT DISC . VEL(FPS) HW(C) (FT) SUM. NOiES (FT) (K) (PSI ) (GPM) F. L . /FT (PSI ) Ipipe; 2� -503 . 7 6 . 355 PL 179 . 00 PF 1 . 9 29 � 153�. 8 0 . 0 25 . 7 0 . 0 5 . 1 120 FTG 4E PE 0 . 0 30 I 153 . 8 0 . 0 27 . 5 0 . 0 0 . 008 TL 235 . 00 PV 0 . 2 Pipe: 28 -503 . 7 6 . 355 PL 1.9 . 00 PF 0 . 8 30 153 . 8 0 . 0 27 . 5 0 . 0 5 . 1 120 FTG ETCG PE 7 . 7 31 13�6 . 0 0 .0 36 .0 0 . 0 0 . 008 TL 98 . 00 PV 0 . 2 Pipe: 29 96 . 3 4 . 260 PL 8 . 00 PF 0 . 0 7 153 . 8 0 . 0 20 . 8 0 . 0 2 . 2 120 FTG ---- PE 0 . 0 14 153 . 8 0 . 0 20 . 8 0 . 0 0 . 003 TL 8 . 00 PV 0 . 0 I Pipe: 30 -44 . 3 4 . 260 PL 10 . 67 PF 0 . 0 14 15�3 . 8 0 . 0 20 . 8 0 . 0 1 . 0 120 FTG ---- PE 0 . 0 21 15�3 . 8 0 . 0 20 . 8 0 . 0 0 . 001 TL 1U . 67 PV 0 . 0 Pipe: 31 -184 . 3 4 . 260 PL 11 . 00 PF 0 . 1 21 153 . 8 0 . 0 20 . 8 0 . 0 4 . 2 120 FTG ---- PE 0 . 0 27 153 . 8 0 . 0 20 . 9 0 . 0 0 . 009 TL 11 . 00 PV 0 . 1 Pipe: 32 FIXED PRESSURE LOSS DEVICE 32 136. 0 0 . 0 43 . 0 0 . 0 7 . 0 psi , 503 . 7 gpm 31 � 136 . 0 0 .0 36 . 0 0 . 0 � . ` Pipe: 33 -503 . 7 7 . 980 PL 150 . 00 PF 0 . 3 32 i 136 . 0 0 . 0 43 . 0 0 . 0 3 . 2 150 FTG T PE 0 . 4 ' 33 135 . 0 H. S. 43 . 8 250 . 0 0 . 002 TL 202 . 89 PV 0 . 1 Pipe: 34 -410 . 7 7 . 980 PL 350 . 00 PF 0 . 5 33 135 . 0 H . S . 43 . 8 250 . 0 2 . 6 150 FTG T PE 0 . 4 34 134 .0 0 . 0 44 .7 0 . 0 0 . 001 TL 402 . 89 PV 0 . 0 Pipe: 3�5 -410 . 7 7 . 980 PL 380 . 00 PF 0 . 5 34 13�4 .0 0 .0 44 . 7 0 . 0 2 . 6 150 FTG T PE 0 . 9 35 132 . 0 0 . 0 46 . 1 0 . 0 0 . 001 TL 432 . 89 PV 0 . 0 Pipe : 3'6 -343 . 1 7 . 980 PL1060 . 00 PF 1 .0 33 � 135 .0 H. S. 43 . 8 250 . 0 2 . 2 150 FTG 2T PE 1 . 3 35 � 132 .0 0 .0 46 . 1 0 . 0 0 . 001 TL1165 . 77 PV 0 . 0 Pipe: 3'7 -753 . 7 7 . 980 PL 65 . 00 PF 0 . 4 35 132 .0 0 .0 46 . 1 0 . 0 4 . 8 150 FTG T PE 1 . 7 36 128 . 0 0 .0 48 . 2 0 . 0 0 . 004 TL 117 . 89 PV 0 . 2 Pipe: 38 -753 . 7 11 . 650 PL1980 . 00 PF 1 . 3 ' 36 128 . 0 0 . 0 48 . 2 0 . 0 2 . 3 150 FTG 3T4G PE 4 . 3 37 138 .0 0 .0 45 . 2 0 . 0 0 . 001 TL2288 . 26 PV 0 . 0 Pipe: i39 -753 . 8 11 . 650 PL1340 . 00 PF 0 . 8 37 1�38 .0 0 .0 45 . 2 0 . 0 2 . 3 150 FTG 2L4G PE 16 . 0 38 1�75 . 0 SRCE 30 .0 (N/A) 0 . 001 TL1430 . 66 PV 0 . 0 � I I I , � , , , SPRINKLE� SYS,TEM HYDRAULIC ANALYSIS '�' Fage 6: JOB TIITLE: WA�liMART. , . SALES AREA � � NOTESi: i (1) 'Calculat�ons were performed by the HASS 5 . 5 . 0 compu�er program �under li�cense no . 812A405 granted by HRS Systerns , Inc . I 2193 Ranchwood Dr . , N . E . � Atlanta, GA 30345 I � ( 2) iThe systiem has been balanced to provide an average �imbalance at each node of 0 . 009 gpm and a maximum imbalance at any node of 0 . 336 gpm. (3) Velocity pressures are printed for information only , and are not used in balancing the system. Maximum water velocity in iany pipe� is 15 . 9 ft/sec . ( 4) jPIPE FITTINGS TABLE I Pipe Table Name: STANDARD .PIP PAGE: A MATERIAL : S40 HWC: 120 Diameterl Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee LngEll ChkVlv Bf.yVlv GatVlv A1mChk DPVlv i i , I � i � � ' i I i � � I i I � � I i ' i I � I � � I ' SPRINICLER SYSTEM HYDRAULI�; ANI`�LYSIS .� Page 7 , : . .. � , _. - . N � � JOB �TITLE: �WALMART . . . SALES AREA WATER SUPPLY CURVE � I 60+ � � � � � i � 55+ � , i � I ' � � 5�0+ � ' � � � 4I � 5*������������������������� ! � I * <-44 . 0 psi @ 1220 gpm I ; i Flow Te�t Point � P 40+ R ; E ; S � � S 35+ U ' � R ; E ' � � 3U+ i X c � ' '� _ , , p � , ' I � S � i � I 2'�>+ ' � I � I � i I I � 2(,I+ 'I � , � � � � � � 1.`i+ I ' � � I ' ---===I_______________________ � , _ i 10+ I LEGEND �� � �� ; X = Required Water Supply " ; 30 .I01 psi @ 753 . 8 gpm �� 5�+ ' 0 = Av�ailable Water Supply " ; 44.�59 pSi. @ 753 . 8 qpm " 0++-+---+- „ I ,---+-----+------t--------+--------i----------+-----------+ 400 600i 800 1000 1200 1400 1600 1800 2000 � FLOW (GPM) � ', � . " i � ' - -_ - - - � , i I1400 SOUTH BOSTON,SUITE 300 � TULSA,OKLAHOMA 74119-3600 � i TELEPHONE 918-582-8771 I FAX 918-587-3594 b; I � w, I , � � I RE,FERENCE Zephyrhills, FL. i WAL-MART STORES, INC. Page 1 of 1 I PRICING ORDER 4 / g /g 2 i � �I , i INTENT: The intent of this Pricing Order is to revise the previously issued set of i� documents for Zephyrhills, Florida in response to the Fire Department's plan review. � ' i DESCRIPTION OF WORK: i 'i 'i The work has been changed on the following plan sheets. The result of 'I � this change is clouded and noted as revision #2 dated 3/23/92. � �� � ARCHITECTURAL: A1, A4, A5, A6, A7, A8 -� - I �' MEP: M1. M2 M4 M5 M5.1 M6 M8 EM1 E1 E2 E3 �I , , , , , > > > , , , � E4, E4.1, E5, E6,E8, E9, E10, E11 � � I" STRUCTURAL: S1, S3, S4 B S 'iN ' ! SPECIFICATIONS: Specification section 06100, Rough Carpentry, Part I 'i 2, Paragraph 2.03(C)1. a & b has been revised. See ; attached spec revision. I Specification section 08710, Finish Hardware, Part 3, Paragraph 3.04 has been revised. Door #106 has I I been revised and Door #105 has been added. See �� ; attached spec revision. I ' I � I I I � � I� This Pricing Order is for pricing only, not an authorization for construcfion, Submif data I to Wal-Mart's Construcfion Manager showing justification for any�change to the Con trac t Price broug h t a bou f by t hi s P ri ci n g O r d e r. , NOTEc Contractor must verify current status of construction and cost change with fhe constr'uction manaaer before proceedinq. REASON FOR CHANGE:Result of Plan Review letter by the Zephyrhills � Fire Department I I PROJ�ECT Zephyrrills Florida Proto 93 , JUB �NO. 1 2 1 4 5 I B Y � I Dan Backstrom. AIA I � DISTRIBUTION: I 10! GENERALCONTRACTOR 2 W/M OWNER 1 VULCRAFT j � DEVELOPER �_W/M CONST. MGR. NOVAR � 3 ' CITY W/M-D. PARKER 1 AAON I I STATE W/M-J. WAGGENER LF1�INOX , I '�,HEALTH DEPT. 1 STRUCTURAL 1 SQUARE D (ELECT.) � 1 I �'�ARCHITECT 1 MECH./ELECT. 1 MALSTROM & WHITE � I I