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Home My WebLink About01-0853 BUILDING PERMIT~2 0853 CITY OF ZEPHYRHILLS (813) 788~6611 Permit Date /;J-/~ -oj ~ E~AL PLU~ MECHANICAL f1~'/1 ~ ~ :file. Property Owner: ~ ~ ~ q(/tt/lR -' ( _ Job Address: :3&: _ _ ~_ ~ Parcell.D. # Sewer Conn Water Conn: Water Meter: T,I.F:s: Zoning: Description of Work Energy Code: floe- <)' o"'-.,,K/u-s , - I Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector P~'mit Fe. I~ ~,gnaM~ Compan Address ,;>delePhone# ($/;) ;;&1?/- /35"7 ROc/a#} r; /e.t. S'hntlirs Valuation or Contract Price ~ ptJ ..:J 0, /XJo,. / -----".. City license Registration # ~fi; State Certified License# Ftr. Pre SLB Lintel FRM. Insul. CL WL ELECTRICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre- Final SLB Tub Set Water Sewer Final MECHANICAL Breakers Ducts Ins!. Compressor Final/ 3-- ') 7-0~ ?~<513-:l-7--tJ0l- -FD fJf~OI,'~~ Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ~~ f~M y( ~ 1)?g~ APPLICATIO~ FOR PERKIT CITY OF L:.RPIIYRHIUS BUILDING DEPARJ1tIEIlT FW~DA M.W'~ (l..INlG- ~Ltl tR SD' OWER'S RAKE tM(' ~ 'JG~ I \~.;. PIlOn OWNER'S ADDRESS ;~\~? ~U,I '-:i1..V~ ~~1*t~ ,f=L 33SttD .JOB ADDRESS ~~~ M~:f' lflu~ LEGAL DESCRIPTIOlM: LDI'(S) 01-" BLOCK Un SUBDIVISIOlM-Z-1 PARCEL LD.' D1~'t{, ~z"l- DOl D - O'J,q W:.. 0030 WORK PROPOSED:_8ew Construction _Addition /' Alteration _Repair _Install _Sign _Hove _Deaolish PROPOSED USE: Single Faaily __KIF _, of' Units _K/H _~rcia1 _Indust. _S~. Pool Other'~ _Rest:aurant & Hea1t:h Depart:.ent Approval BUILDING SIZE: x Square Feet, Height RESIDENTIAL : COHKERCIAL : A'ITAGH (2) PLOI' PLAliS 5: (2) SEIS OF BUII.DDiG PLAliS 5: (1) SEI' ENERGY FOm,5. *.,...; V ATTACH (3) SEIS OF BUII.DDilG PLAliS 5: (1) SEI' mmRGY FORKS.*:ll- ----(p ~ r "CUPl' OF CUllTRACT -~ 1\!<lIlIF.STED d ryT--' ,D I 1'J'~H9 W. R .'.~--=--SJ _BUILDING $ Valuation of' Tot:a1 Construct' _ELECTRICAL / ~~ f1~. _MECHANICAl. AKP Service Florida Power Cbrp. $ '7010W.OO VaIuation of' Kechanica1 Inst:allation _PLUMBING GAS ROOFDiG SPECIALTY TYPE OF CONSTRUCTI08: _Block _Fraae _Steel Other FTIiISHED FLOOR ELEVATIONS: ~ . IS PBOJECT IN FLOOD ZONE AREA? ~ *****ititititititit**ititit*it-&-itit*it***itit***it**CJit;;;a** ~ ~ 1 ~ ~1 ~/~ tt.?-l ,- COn'RACTOR SECTION ~~ ~ CO!fPANY St:ate Cert:. or Regist:. 41 City License Registration , itititititit*ititit***itit**itit*it*******itit***itititit**it*:ll- BUILDEIl Signature ELECTRICIAN COIiPAlNIY State Cert. or Regist. , SiPIi.;4i.U..f..~ ~.~-~- T -=~:":;~_::: R.cg:!.~~-r:1""'i~"),-"" f *it*ititit****ititititititit*~*ititititit*it***it*it**itit**** PLUMBER CO!tPARY St:ate Cert. or Regist:. 4tF City License Registration f ******it****it***ititititit:ll-it*itit************itit*it* Signature PtEClIAliICAL CO!fPAlNIYJoo~ f1 ~ 0ffLt tJ \'-t.i~ I \ NL ~ /} ~ State Cert, or RegisL # ~~'f"'UlOClI'l1 Signature . ,_ City License Registration I {g . it*it*it*it*itit*"'*',.:-....it**itititit*****itit*****itit**ititit:ll- ~ 1- 0"I'1IF.R CO!tPAlNIY St:ate Cert. or Regist. j Signature City License Registration , it*it*itit***it*it*it:ll-ititit*it****it****itit**itit******* APPLIGATIOR APPROVED BY PERKIT OFFICER. / '~, -~, --- r~--- CONDITIONS uF PERMIT AFFIDAVIT 'A. ~OTICE OF DEED RESTRICTIONS The undersigned understands that this per.it '.ay ~~ ~ubject to "de~d restrictions" which .ay be .cre restrictive than City regulations. The undersigned assu.es responsinility for co.pliancf. with any applicable deed restrictions. B. UNLICENSED CONTRACTOR~ AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contract~r or,contractors to undertake work, they .ay be required to be licensed in accordance with state and local regulations. If the contractur ~s n~t licensp.d as required by law, both the owner and contractor .ay be cited for a .isde.eanor violation under state la.'. if t.he owner or intended contractor are uncertain as to what licensing require.ents .ay apply for the intended work, the] are advised to contact the City of 2ephyrhills Building Depart.ent, (813) 788-6611. Further.ore, if the owner has hired a contractor or contractors, he is advised to have the contractor{s) sign portions of the "Contractor Sections" of this application for whic~ they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contriCtor, are responsible for the work. If the contractor wishes you to sign as contractor that .ay be an indication that he is not properly licensed and is not entitled to per.itting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien LaN - Ho.eowner's Protection Guide" prepared by the Florida Depart.ent of Agriculture and Consu.er Affairs. If the applicant is so.eone other than the "owner", I certify that I have obtained a copy of the above described document and prolise in good faith to deliver it to the "owner" prior to co..ence.ent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infor.ation in this application is accurate and that all work will be done in co.pliance with all applicable laMS regulating construction, zoning, 'and land develop.ent. Application is hereby .ade to obtain a per.it to do work and installation as indicated. I certify that no Nork or installation has co..enced prior to issuance of a p~r.it and that all Nork will be perfor.ed to .eet standards of all laNS regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies .ay apply to the intended work, and that it is .y responsibility to identify Nhat actions I .ust take to be in co.pliance. Such agencies include but are not li.ited to: f Depart.ent of Environ.ental ReQulation - Cypress B~yheads, Wetland Areas and Environ.entally Sensitive Lands, ~~ter/Wastewater Treataent f Southwest Florida Water ManaQe.ent t:~'rift - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses f Aray Corps of EnQineers - Seawalls, Docks, Navigable Waterways . . Depart.ent of Health ~ Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Treatlent, Septic Tanks f US Environaental Protection AQency - Asbestos abate.ent I also certify that, if fill .aterial is to be used in Flood 20ne "A" or "A,etc.", it is understood that a drainage plan addressing a "colpensating volu.e" Nill be sub.itted which is prepared by a professional engineer registered in the State of Florida prior to per.it issuance. A per.it issued shall be construed to be a license to proceed with the Nork and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a per.it prevent the Building Official frol thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beco.e invalid unless the Nork authorized by such per.it is cO'lenc~d within six .onths of issuance, or if Nork authorized by the per.it is suspended Dr abandoned for a period of six .onths after the ti.e the work is cosienced. One 90 day extension of tile, .ay be allowed,for the per.it with fee charge of $IS.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six month period, or the project will be considered abandoned. WQRNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO HECORD AND POST A "NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR RSENT . ~~NT~~T~ was acknowledged 19_ by STATE OF FLORIDA I COUNTY OF ~ \ 1~\:;YJYl)\M. h The foregoing instrJment was acknowledged befcl\-e me th i s ~. DeC. , -+9-1QQJ.. by ':::>err"f ~YYD vV who is personally known to me Dr who has produced as identification and who did/did not take.S\tilAtJjtb/\ (Signature) STATE O~ FLORIDA COUNTY OF The foregoing instrument befc.re me this who is personally known to me Dr who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC ",,,'",,,, Tracie Keeter ,,';.o.y P(j",,'. DO 055811" !~Jt~~co~n# ~ :Z{ r:-: Expires Sep. 10,2005 ~~'" '7&$ Bonded 11uu .-,;;r iirf\; ,,~ Atld1ltic Bonding Co., Inc. ",n"\ (Name Typed, Printed or Stamped) NOTARY PUBLIC II . . . Fire Protection by Computer Design RODAN FIRE SPRINKLERS INC. 2501 NORTH 70TH STREET FAX- 1-813-628-0143 TAMPA FLORIDA 33619 813-621-1357 Job Name Building Location System Contract Data File FLA MED CLINIC - O.H./MEZZ. OLD PUBLIX STORE - REMODEL TO CLINIC 38135 MARKET SQUARE. ZEPHYRHILLS. FLORIDA ONE ( 6" ) SO 41650 S041650.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. FLA MED CLINIC - O.H./MEZZ. Page 2 Date Hydraulic Design Information Sheet Date - 11-26-01 Name - FLORIDA MEDICAL CLINIC Location - 38135 MARKET SQUARE, ZEPHYRHILLS, FLORIDA Building - OLD PUBLIX STORE - REMODEL TO CLINIC Contractor - RODAN FIRE SPRINKLERS, INC. Calculated By - CHET SECKMAN Construction: ( ) Combustible (X) Non-Combustible Occupancy - NFPA 13 STAMDARDS - ORDINARY HAZARD GROUP System No. - ONE (6") Contract No. - SO 41650 Drawing No. - 3 OF 3 Ceiling Height - 19-4 II OCCUPANCY S Y S T E M (X) NFPA 13 Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. ( ) NFPA 231 NFPA 231C ( ) Figure Curve Other Specific Ruling PARAGRAPH: 7-2.3.2.4 Made By NFPA 13 Date 1999EDITION o E S I G N Area of Sprinkler Operation - 900 Density - .20 Area Per Sprinkler - 100 MAX Elevation at Highest Outlet - 9FT AFF Hose Allowance - Inside - - 0 - Rack Sprinkler Allowance - N/A Hose Allowance - Outside - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) preaction ( ) Other Sprinkler/Nozzle Make. GLOBE, Q. RES Model "J", CH REC Size 1/2" K-Factor 5.6 Temp.Rat.155 Note 462.19 GPM DEMAND IS 7.193 PSI UNDER THE WATER SUPPLY CURVE Cal.culation Summary Flow Required - 462.19 Press Required - 49.407 At Test C-Factor Used: 120 Overhead 150 Underground Pump Data: W A T E R S U P P- L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Date of Test - EARLY 2001 Tj.me of Test Static Press Residual Press Flow Elevation Rated Cap.- @ Press Elev. - 58 - 50 - 1186 - 2 Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - FLOW HYDRANT NO. 8118. RESIDUAL HYDRANT NO. 8117. ON 8" MAIN ON, ON NORTH SIDE OF BUILDING Source of Information - CITY OF ZEPHYRHILLS. FLORIDA FIRE DEPARTMENT. CAPT. GWYN CommOdity Storage Ht. Storage Method: Solid Piled Class Area % Location Aisle W. Palletized % Rack Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 ('I') Q) Q) O\+J ctl ctl 0.. 0 ctl +J ctl, o 0- S 0.. H Ul H - p., Ul ~~~p., r-p.,p.,p., ~0l9l9l9('f) Hp.,'<I' 0'1 Ull9 '000'l.-l p., 0'1.. Lf).-l . O'I'<I'_N'r- Lf) .-l .. N '<I' '.'>,_\0 '<I'NQ).jJ '<1'.. ..-l H'rl '0 .. C CD N ;::l U C '0 .rl .. (/] ctlCtJ> :3: (/]'n f:: ctl H .. 0 Q)'OQ)f::ctl @~~~O~~ -rl ~ ~ >, - .jJf::f:: f::.jJ ctlQ)Q)Q)Q)Q)Q) >+J+J(/](/]+J4-l Q) (/] (/] 0 0 (/] ctl r-l >, >':r: :r: >, Ul rilUlUl Ul , I I I I r-lNN ('f) 000 0 - - N U - . - - - ('f) 0 N 0 ~ - ~ I I , I , H Ul Ho..::E: Ul 0.. l:..::J 0..0l9 u l:..::J Lf) Z ril CD \D H ::E: Lf)..CD '- (IJr-l Ul H.-l p:: :r: (IJ ;::l ril >, H (/] .. o-:l 0 r-l ;::l (/] 3: :.:: 0- (/] (IJ 0 Z 0- (/]Hr-l H ;::l (IJo..rz.. p:: u Ul H 0.. H o..r-lr-l Ul Z H ctl ctl H (IJ U ;::l;::l J:il o-:l +J -rl '0 '0 p:: u ctl +J -rl -rl H ~ ctl (/] (/] rz.. 0 +J(IJ(IJ ril >, UlP::P:: Z ~ +J I I I ~ -rl .-lNN ~ U UUU 0 o-:l p::; rz.. o Lf) .-l o '<I' .-l o ('f) .-l o N .-l o .-l .-l o o .-l o 0'1 o CD o r- o \D o Lf) o '<I' o ('f) o N o .-l p., P:: ril Ul Ul t:l p::; ril o o CD .-l o o \D .-l r- CD E4 0 fI) l"I ~ 0 111 <Il <Il ~l ,:l; 0> .jJ CI) III III ::J p., Cl :r: z 0 @ ~l .c: '0 ~ .~ ~ III rl ~l rl rl <Il .jJ ::l 0 p:: I( ~l u ~ H U N <Il U N +J Z ~ gj n:l H ~ !-I "- '0 CI) ~l :>. p:: :r: :r: ~ H 0 :>. :>::: .0 Z I H f/l p:: u E: p., H ~ n:l CI) Z !-I H 0> ~ H ~l 0 p:: U !-I H p., [z., Cl ~ !-I Z ~ Q) ~ ,:l; .jJ ::l 0 H Q\ ~ ex; [z., <'l 0 U RODAN FIRE SPRINKLERS INC. FLA MED CLINIC - O.H./MEZZ. Page 6 Date Fitting Legend Abbrev. Name A B C D E F G K L M Q S T W Z Computer Programs by Hydratec Inc. Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve Detector Check Valve Long Turn Elbow Medium Turn Elbow Flow Control Valve Swing Check Valve 90' Flow thru Tee Wafer Check Valve Flow Switch Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. Page 7 FLA MED CLINIC - O.H./MEZZ. Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17 .0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 w 10.3 z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 W 13.1 31. 8 35.8 27.4 Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN j<~IRE SPRINKLERS INC. Page 8 FLA MED CLINIC - O.H./MEZZ. Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 21.5 5.6 12.76 na 20 .2 100 12.76 2 21.5 5.6 13.77 na 20.78 .2 100 12.76 3 21.5 5.6 17 .57 na 23.47 .2 100 12.76 4 21.5 5.6 13.66 na 20.7 .2 100 12.76 5 21. 5 5.6 14.74 na 21. 5 .2 100 12.76 6 21. 5 5.6 18.78 na 24.27 .2 100 12.76 7 20.5 29.08 na 8 20.5 30.75 na 9 21.5 5.6 21. 87 na 26.19 .2 100 12.76 10 21.5 5.6 23.54 na 27.17 .2 100 12.76 11 21.5 5.6 25.18 na 28.1 .2 100 12.76 12 21.5 30.09 na 13 21..5 30.09 na 14 21.5 30.09 na 15 20.5 30.53 na 16 20.5 31. 22 na 17 21.5 31. 95 na 18 21.5 31. 95 na 19 21.5 31. 95 na 20 21.5 31. 95 na 21 20.5 32.38 na 22 20.5 32.38 na 23 1f; 36.04 na 24 15 37.94 na 25 15 41.54 na 26 15 42.09 na 27 15 42.31 na 28 10 44.88 na 29 10 44.92 na TR 1 48.87 na BR -3 50.7 na A -3 50.74 na B -3 50.87 na 250 C 2 49.12 na TEST 2 49.41 na The maximum velocity is 22.56 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. Page 9 FLA MED CLINIC - O.H./MEZZ. Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. flC" Ftng's Pe Pv ******* Notes ****** or Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 20.00 1.104 10.000 12.760 K Factor = 5.6 to 120 2 20.00 0.1015 10.000 1. 015 Vel = 6.703 2 20.79 1.104 10.000 13.775 K Factor = 5.6 to 120 3 40.79 0.3792 10.000 3.792 Vel = 13 . 671 3 23.47 1.097 1T 6.217 6.000 17.567 K Factor = 5.6 to 120 6.217 0.433 7 64.26 0.9069 12.217 11.079 Vel = 21.813 64.26 29.079 K Factor 11.92 4 20.70 1.104 10.000 13.662 K Factor 5.6 to 120 5 20.70 0.1081 10.000 1. 081 Vel = 6.938 5 21. 50 1.104 10.000 14.743 K Factor = 5.6 to 120 6 42.20 0.4039 10.000 4.039 Vel = 14.144 6 24.27 1. 097 1T 6.217 4.000 18.782 K Factor = 5.6 to 120 6.217 0.433 7 66.47 0.9654 10.217 9.863 Vel = 22.563 7 64.26 2.154 1T 12.224 1.000 29.079 to 120 12.224 8 130.73 0.1262 13.224 1. 669 Vel 11. 510 8 2.635 10.000 30.748 to 120 16 130.73 0.0473 10.000 0.473 Vel = 7.691 130.73 31. 221 K Factor 23.40 9 26.19 1.104 10.000 21. 867 K Factor 5.6 to 120 10 26.19 0.1671 10.000 1.671 Vel = 8.778 10 27.17 1.452 10.000 23.538 K Factor = 5.6 to 120 11 53.36 0.1641 10.000 1. 641 Vel = 10.339 11 28.10 1.452 1T 7.686 6.000 25.179 K Factor = 5.6 to 120 7.686 0.433 15 81. 46 0.3591 13.686 4.914 Vel = 15.783 81. 46 30.526 K Factor = 14.74 12 0 1.104 10.000 30.092 0 to 120 0 13 0 0 10.000 0 0 Vel 0 13 0 1.104 10.000 30.092 0 to 120 0 14 0 0 10.000 0 0 Vel 0 14 0 1. 097 1T 6.217 4.000 30.092 0 to 120 6.217 0.433 0 15 0 0 10.217 0 0 Vel 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. Page 10 FLA MED CLINIC - O.H./MEZZ. Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "CII or Ftng's Pe Pv ******* Notes ****** Point Qt Pf!UL Eqv. Ln. Total Pf Pn 15 81.46 2.154 1T 12.2.24 1. 000 30.525 to 120 12.224 16 81.46 0.0526 13.224 0.696 Vel 7.172 16 130.73 2.635 10.000 31. 221 to 120 22 212.19 0.1158 10.000 1.158 Vel = 12.484 212.19 32.379 K Factor = 37.29 17 0 1.104 3E 2.565 16.000 31.946 0 to 120 IT 6.413 14.108 0 19 0 0 30.108 0 0 Vel = 0 31. 946 K Factor 18 0 1.104 2.000 31.946 0 to 120 0 19 0 0 2.000 0 0 Vel 0 19 0 1.104 8.000 31. 946 0 to 120 0 20 0 0 8.000 0 0 Vel 0 20 0 1. 097 IT 6.217 4.000 31. 946 0 to 120 6.217 0.433 0 21 0 0 10.217 0 0 Vel 0 21 0.01 2.154 IT 12.224 1. 000 32.379 to 120 12.224 22 0.01 13.224 Vel 0.001 22 212.18 2.635 1E 8.237 6.500 32.379 to 120 8.237 1. 949 23 212.19 0.1158 14.737 1. 707 Vel 12.484 23 2.635 1E 8.237 4.500 36.035 to 120 8.237 0.433 24 212.19 0.1159 12.737 1. 476 Vel 12.484 24 3.26 2E 9.408 48.500 37.944 to 120 1T 20.159 38.974 25 212.19 0.0411 8-7.474 3.594 Vel 8.156 25 4.026 37.500 41. 538 to 120 26 212.19 0.0147 37.500 0.551 Vel 5.348 26 5.047 1E 12.000 33.000 42.089 to 120 12.000 27 212.19 0.0049 45.000 0.220 Vel 3.403 27 5.047 1T 25.000 58.000 42.309 to 120 25.000 2.166 28 212.19 0.0049 83.000 0.406 Vel 3.403 28 6.065 1E 14.000 5.000 44.881 to 120 14 . 000 29 212.19 0.0020 19.000 0.038 Vel 2.356 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. Page 11 FLA MED CLINIC - O.H./MEZZ. Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. lie" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 29 6.065 1E 14.000 11. 000 44.919 to 120 14.000 3.898 TR 212.19 0.0020 25.000 0.050 Vel 2.356 TR 6.065 1G 3.000 9.000 48.867 to 120 1A 27.000 44.000 1. 732 BR 212.19 0.0020 1Z 14.000 53.000 0.106 Vel 2.356 BR 6.16 1E 20.084 6.000 50.705 to 140 20.084 A 212.19 0.0014 26.084 0.036 Vel 2.284 A 6.08 1T 45.881 50.000 50.741 to 150 1G 4.588 50.467 B 212.19 0.0013 100.467 0.131 Vel = 2.345 B 250.00 7.98 280.000 50.872 Qa = 250 to 150 -2.166 C 462.19 0.0015 280.000 0.411 Vel = 2.965 C 6.08 1T 45.881 2.000 49.118 to 150 1G 4.588 50.467 TEST 462,19 0.0055 52.467 0.289 Vel 5.107 462.19 49.407 K Factor 65.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,. . . _ Fire Protection by Computer Design RODAN FIRE SPRINKLERS INC. 2501 NORTH 70TH STREET FAX- 1-813-628-0143 TAMPA FLORIDA 33619 813-621-1357 Job Name Building Location System Contract Data File FLA MED CLINIC - L.H. MEZZ. OLD PUBLIX STORE - REMODEL TO CLINIC 38135 MARKET SQUARE, ZEPHYRHILLS. FLORIDA ONE (6") SO 41650 S041650.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. FLA MED CLINIC - L.H. MEZZ. Page 2 Date Hydraulic Design Information Sheet Name - FLORIDA MEDICAL CLINIC Location - 38135 MARKET SQUARE, ZEPHYRHILLS, FLORIDA Building - OLD PUBLIX STORE - REMODEL TO CLINIC Contractor - RODAN FIRE SPRINKLERS, INC. Calculated By - CHET SECKMAN Construction: ( ) Combustible Occupancy - NFPA 13 STANDARDS Date - 11-27-01 System No. - ONE (6") Contract No. - SO 41650 Drawing No. - 3 OF 3 (X) Non-Combustible Ceiling Height - 19-4 - LIGHT HAZARD OCCUPANCY S Y S T E M (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ) 3 ( ) Ex.Haz. ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve Other Specific Ruling PARAGRAPH: 7-2,3,2, 4 Made By NFPA-13 Date 1999EDITION D E S I G N Area of Sprinkler Operation - 900 Density - .10 Area Per Sprinkler - 196 MAX Elevation at Highest Outlet - 9FT AFF Hose Allowance - Inside - - 0 - Rack S~rinkler Allowance - N/A Hose Allowance - Outside - 100 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make GLOBE, Q. RES Model "J", CH REC Size 1/2" K-Factor 5.6 Temp.Rat.155 Note 286.88 GPM DEMAND IS 6.256 PSI UNDER THE WATER SUPPLY CURVE Ca~culation Summary Flow Required - 286.88 Press Required - 51.165 At Test C-Factor Used: 120 Overhead 150 Underground Pump Data: W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Date of Test - EARLY 2001 Time of Test Static Press Residual Press Flow Elevation Rated Cap.- @ Press Elev. - 58 - 50 - 1186 - 2 Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - FLOW HYDRANT NO.8ll8. RESIDUAL HYDRANT NO. 8ll7. ON 8" MAIN, ON NORTH SrDEOF BUILDING Sourc€ of Information - CITY OF ZEPHYRHILLS, FLORIDA. FIRE DEPARTMENT. CAPT. GWYN Conunodity Storage Ht. Storage Method: Solid Piled Class Area % Location Aisle W. Palletized % Rack Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shel f Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling] Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 (Y') Q) Q) Ol-l-' III III p., 0 III -I-' Ill. o H CI) H p., CI) - :8:8:80. If)p.,p.,p., :8~(9l9(9~ Ho.rl If) CI)(9.00CON 0. rl ..OCO . COIf)~rl .~ If) co .. ~ ~ . .. >._CO ~~Q)-I-' N.. 'CO H;,-i'O" C COrl;::lO C'O.,-i .. CI) l1lCt)) ~ CI)...., S l1l H "OQ)'OQ)Sl1l 5~~F:X:0~:8 ,,-i ~~ >. - -I-' S S S-I-' l1lQ)Q)Q)Q)Q)Q) :>-I-'-I-'CI)CI)-I-''H Q) CI) CI) 0 0 CI) l1l o-f >. >'::x:: ::x:: >. 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Cl ::x:: Z III f'i m ~l .c:: 'd c -rl :;: l( r-I r-I ~l r-I Q) +l ;::l 0 c<: Ii ~l u c H U Q) N .jJ U N m Z W ~ \..4 H ::8 'd >, U} ~l ::x:: c<: ::x:: w >, H H .0 :.:: Z (J) H f'i c<: U rO 0. H 0\ \..4 U} Z N tJ1 H ~l 0 w H \..4 c<: U 0. H ex. Cl \..4 W Q) Z ::8 .jJ ,:l; ;::l Cl ,:l; ~ 0 H c:o pc; ex. N 0 U RODAN FIRE SPRINKLERS INC. FLA MED CLINIC - L.H. MEZZ. Page 6 Date Fitting Legend Abbrev. Name A B C D E F G K L M Q S T W Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve Detector Check Valve Long Turn Elbow Medium Turn Elbow Flow Control Valve Swing Check Valve 90' Flow thru Tee Wafer Check Valve Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. Page 7 FLA MED CLINIC - L.H. MEZZ. Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21. 5 17 .0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 5 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 W 10.3 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 5 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 W 13.1 31.8 35.8 27.4 z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN 'FIRE SPRINKLERS INC. Page 8 FLA MED CLINIC - L.H. MEZZ. Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 21.5 5.6 7 na 14 .82 .1 77.5 7 2 21.5 5.6 7.58 na 15.42 .1 77.5 7 3 21.5 5.6 10.99 na 18.56 .1 96 7 4 21. 5 5.6 15.22 na 21. 84 .1 96 7 5 21.5 5.6 19.96 na 25.02 .1 196 12.25 6 21.5 5.6 26.75 na 28.96 .1 196 12.25 7 20.5 29.18 na 8 20,5 30.71 na 9 21.5 5.6 11. 84 na 19.27 .1 77.5 7 10 21.5 5.6 13.32 na 20.44 .1 77.5 7 11 21.5 5.6 16.21 na 22.55 .1 96 7 12 21.5 22.84 na 13 21.5 26.49 na 14 21.5 30.46 na 15 20.5 30.89 na 16 20.5 31. 31 na 17 21.5 31. 29 na 18 21.5 31. 29 na 19 21.5 31. 29 na 20 21.5 31. 29 na 21 21.5 31. 29 na 22 20.5 31.73 na 23 20.5 34.96 na 24 16 40.18 na 25 16 41.35 na 26 16 43.59 na 27 16 44.12 na 28 10 47.12 na 29 10 47.15 na TR 1 51.09 na BR -3 52.91 na A -3 52.94 na B -3 53.04 na 100 C 2 51. 05 na TEST 2 51.17 na The maximum velocity is 20.87 and it occurs in the pipe between nodes 11 and 12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. Page 9 FLA MED CLINIC - L.H. MEZZ. Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 14.82 1.104 10.000 7.000 K Factor = 5.6 to 120 2 14.82 0.0583 10.000 0.583 Vel = 4.967 2 15.42 1.104 2E 2.565 10.500 7.582 K Factor = 5.6 to 120 5.130 3 30.24 0.2180 15.630 3.407 Vel = 10.135 3 18.56 1.104 8.000 10.989 K Factor = 5.6 to 120 4 48.80 0.5284 8.000 4.227 Vel = 16.356 4 21.84 1. 452 2E 3.843 9.500 15.216 K Factor = 5.6 to 120 7.686 5 70.64 0.2758 17.186 4.740 Vel = 13.687 5 25.02 1. 452 IT 7.686 10.500 19.957 K Factor = 5.6 to 120 7.686 0.433 7 95.66 0.4833 18.186 8.789 Vel = 18.535 95.66 29.179 K Factor 17.71 6 28:96 1.104 IT 6.413 3.500 26.752 K Factor 5.6 to 120 6.413 0.433 7 28.96 0.2013 9.913 1. 995 Vel = 9.706 7 95.67 2.154 IT 12.224 1. 000 29.180 to 120 12.224 8 ' 124.63 0.1155 13.224 1. 528 Vel 10.973 8 2.635 14 .000 30.708 to 120 16 124.63 0.0433 14.000 0.606 Vel = 7.332 124.63 31. 314 K Factor 22.27 9 19.27 1.104 2E 2.565 10.500 11. 842 K Factor 5.6 to 120 5.130 10 19.27 0.0947 15.630 1.480 Vel = 6.459 10 20.44 1.104 8.000 13.323 K Factor = 5.6 to 120 11 39.71 0.3609 8.000 2.887 Vel :, 13.309 11 22.55 1.104 8.000 16.210 K Factor = 5.6 to 120 12 62.26 0.8293 8.000 6.634 Vel = 20.867 12 1.452 2E 3.843 9.000 22.844 to 120 7.686 13 62.26 0.2183 16.686 3.643 Vel 12.063 13 1. 452 1T 7.686 10.500 26.487 to 120 7.686 0.433 15 62.26 0.2184 18.186 3.971 Vel = 12.063 62.26 30.891 K Factor = 11. 20 14 0 1.104 IT 6.413 3.500 30.457 0 to 120 6.413 0.433 0 15 0 0 9.913 0 0 Vel 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN FIRE SPRINKLERS INC. Page 10 FLA MED CLINIC - L.H. MEZZ. Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "en or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 15 62.26 2.154 1T 12.224 1. 000 30.891 to 120 12.224 16 62.26 0.0320 13.224 0.423 Vel 5.482 16 124.62 2.635 4.500 31.314 to 120 22 186.88 0.0916 4.500 0.412 Vel = 10.995 186.88 31.726 K Factor = 33.18 17 0 1.104 1E 2.565 2.000 31.293 0 to 120 2.565 0 18 0 0 4.565 0 0 Vel 0 18 0 1.104 8.000 31.293 0 to 120 0 19 0 0 8.000 0 0 Vel 0 19 0 1.104 14.000 31.293 0 to 120 0 20 0 0 14.000 0 0 Vel 0 20 0 1.104 12.000 31. 293 0 to 120 0 21 0 0 12.000 0 0 Vel 0 21 -0.01 1.452 9.000 31. 293 to 120 0.433 22 -0.01 9.000 Vel -0.002 22 186.89 2.154 IT 12.224 1.000 31. 726 to 120 12.224 23 186.88 0.2444 13.224 3.232 Vel 16.454 23 2.635 lE 8.237 27.500 34.958 to 120 8.237 1. 949 24 186.88 0.0916 35.737 3.273 Vel 10.995 24 2.635 lE 8.237 4.500 40.180 to 120 8.237 25 186.88 0.0916 12.737 1.167 Vel 10.995 25 3.26 2E 9.408 30.000 41.347 to 120 IT 20.159 38.974 26 186.88 0.0325 68.974 2.241 Vel 7.183 26 4.026 46.000 43.587 to 120 27 186.88 0.0116 46.000 0.535 Vel 4.710 27 5.047 lE 12.000 67.500 44.122 to 120 IT 25.000 37.000 2.599 28 186.88 0.0039 104.500 0.404 Vel 2.997 28 6.065 lE 14 . 000 5.000 47.125 to 120 14.000 29 186.88 0.0016 19.000 0.030 Vel 2.075 29 6.065 lE 14.000 11. 000 47.155 to 120 14.000 3.898 TR 186.88 0.0016 25.000 0.040 Vel 2.075 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RODAN ~IRE SPRINKLERS INC. Page 11 FLA MED CLINIC - L.H. MEZZ. Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn TR 6.065 IG 3.000 9.000 51. 092 to 120 1A 27.000 44.000 1. 732 BR 186.88 0.0016 1Z 14.000 53.000 0.084 Vel 2.075 BR 6.16 1E 20.084 6.000 52.908 to 140 20.084 A 186.88 0.0011 26.084 0.029 Vel 2.012 A 6.08 1T 45.881 50.000 52.937 to 150 1G 4.588 50.467 ,. B 186.88 0.0010 100.467 0.104 Vel = 2.065 B 100.00 7.98 280.000 53.041 Qa = 100 to 150 -2.166 C 286.88 0.0006 280.000 0.170 Vel = 1. 840 C 6.08 1T 45.881 2.000 51. 045 to 150 1G 4.5,88 50.467 TEST 286.88 0.0023 52.467 0.120 Vel = 3.170 286.88 51.165 K Factor = 40.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087