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350 Towne Center Cir (2)
Q 0lv fl'e n'P_r i P(a tz; s 'l ck n SUBDIVISION: ZONE DATE --Cl PERMIT'. # `-6 LOT NO. CONTRACTOR BRAY P id_ V- Cogle,,,o ADDRESS BLOCK: q SECTION: I PHONE # COST $.+ FEET: SQUARE. . LOCATION Iy_ 3S M:ODEL: OWNER oj STATE Ni;O: _ :. W 0 OCCUPANCY CLASS' ADDRESS,, PHONE # n PLUMBING C0 TRACTOR Lb1Ji:tJ FEE C ADDRESS i PHONE # dt) y. EL, ECTRiPAL CONTRACTO C- - FEE} ADDRESS PHONE MECHANICAL CONTRACTOR ADDRESS PHONE #' s: MISCELLANEOUS CONTRACTOR ENERGY -SECT EPI: S-- -. z CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE Seminole Towne Center - Sanford, Fl RE: On an inspection was performed of the The City of"'Sanford toes"hereby grant l for the purpos&- rf Cas per Building.Inspector rc/ar - 2 i 9 i I a i i h March 6, 1995 Mr. Gary Winn Building Dept. City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Sign Permit Parisian Department Store Seminole Towne Center, Sanford, Florida Dear Mr. Winn: The following is a list of locations and square footage for the proposed Parisian signage. Exterior b-uilding letters Two (2) sets 7'-0" *P*A*R*I*S*I*A*N* 7' x 39' - 273 Square feet each. Interior mail signs One (1) set 2'-6" *P*A*R*I*S*I*A*N*- Lower Level. 2'-6" x 14' - 35 Square feet One (1) set 3'-0" *P*A*R*I*S*I*A*N*- Upper Level. 3' x 16' - 48 Square feet I am available at your convenience to discuss this project further. Please call if you have need of additional information. Thank'you, q Carlton Sims Sims Corporation 2808 DAY STREET P.O. BOX 9298 MONTGOMERY, ALABAMA 36108 205-262-1919 205-263-0271 FAX Hasa UnderwritersULLaboratories Inc. LISM a CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT ` PERMIT ADDRESS jr %f%(%/(, /,E/rZ / PERMIT NUMBER 95— ( /-SO Total Contract Price of Job t 3 i 0• Oa Total Sq. Ft.1;?5142 Describe Work Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial ' Industrial r:GAL DESCRIPTION AX I.D. NUMBER OWNER _ ADDRESS CITY please attach printout from Seminole Count TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS. STATE CITY STATE BONDING COMPANY ADDRESS CITY ARCHI ADDRE CITY MORTGAGE LENDER ADDRESS CITY STATE STATE PHONE NUMBER zOS L'Z'iacx ZIP ZIP ZIP ZIP CONTRACTOR /(/1 Cd9oD Q t77 / PHONE. NUMBER ADDRESS ST. LICENSE NUMBER CITY STATE ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certif-4 that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 3 ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. c m o D o n S' n ure of Owner/Agent • & Date Signature of Contractor & Date;f o a ''< Z Type or" Pr' t Owner Agent Name Type or Print Contracto s Name P e yr x O N 24 a M 4 ignat e. No ry ate gnature of tar & e oM Official Seal 2'3'9J Official Seal) ;,•Z 3 S. . c a u c w 3 0 Z Q r- i H fA r1 ' ra w a o 4 o ro In o!1 4W0 0 >1 Z w H sty=..' C t P:•$3'I'A S' C .L' W i , c i,L i e z-,. Ain L :':"u P 3 s `TS, Tr. 7c r z` flBH COMMISSION aXaiiEq.. M.e24,1996. 1ria. O BONDED THRU NO'FAAY PUBLIC UNDERri RnER& XONDED "cHRIJ NIOTARY I+ o a Application ApprovedBY , Date FEES: Building S.bRadcJ Police Fir (D Open Space Road Impact ppl'cation a G H PERMIT VALIDATION: ( HECK CASH DATE ( 1`, BY ORIGINAL (BUILDING) YELLOW ( CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD ( ADMIN) THIS APPLICATION USED FOR WORK VALUED. 2500,.00 OR MORE CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT F5 I 0 b 0 4 a x 0 PERMIT ADDRESS ; C' PERMIT NUMBER Total Contract Price of Job (p ?jt5 -. Q Q Total Sq. Ft. 20 Oa Describe Work t a E ;' r,fl)-10-f Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Nik Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER 1paxis ue .Q . S,4re PHONE NUMBER ADDRESS ""sSD Tau r i C.rc ( CITY V py STATE 17—Lor 4, a-- ZIP TITLE HOLDER ADDRESS CITY IF OTHER THAN OWNER) BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR C.i. r, , Cej , 1 L . PHONE NUMBER "3'54 2-I0 ©'S-lI ADDRESS (Q ' Ak — ST. LICENSE NUMBER CITY STATE A(C, ZIP 3&kol Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. CL D U) a Date o w n 1< Signature of Owner/Agent & Date Signature of Contracto & r0n p-C. En Type or Print Owner/Agent Name T e or Print Contract s Name t7 x E m ro Signature of Notary & Date Signature of Notary & D to o n a Official Seal) r* a R, 3 0 ARLENE K. RUMBLEY NOTARY PUBLIC, STATE OF FLORID MY COMMISSION # CCO98512 EXPIRES; (Mkk=''i 6, i`?''J ro . Q Application Approved BY: Date: z FEES: Building X -O Radon Police Fire N Open Space Roa pact 4ApicationrowiN0PERMITVALIDATION: C HECK CASH DATE BY ro m aoN0, ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAC ) GOLD ( ADMIN) Z aL Ey THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CITY OF SANFORD FIRE -.DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: l — / 7 -95' PERMIT #: U q BUSINESS NAME: u S ('A ADDRESS: 35-0 p cJ '-, 0- C- qA PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT 6j a COMMENTS:S Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Samford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the Sanford ire Prevention City of Sanford, Florida. I 1"'aj Applicants Signature S Gvn CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDINq PERMIT PERMIT ADDRESS Total Contract Price of Job $182,900.00 Describe Work New J.P. Stevens Roof Type of Construction Number of Stories 2 Number of Dwellings Occupancy: Residential Commercial PERMIT NUMBER 5_1 9 q_ Total Sq. Ft.67500 Flood Prone (YES) (NO) Zoning Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER by Parisian, Inc. Owners special KgenF OWNER Seminole Towne Center; Limited Partnership PHONE NUMBER ADDRESS 750 Lakeshore Parkway, Birmingham. AL 35211 CITY Birmingham, AL STATE AL ZIP 35211 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ARCHITECT ADDRESS _ CITY Crawford McWilliams & Hatcher STATE ZIP ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR CEI FLORIDA, INC. PHONE NUMBER 407-668-0154 ADDRESS P.O. Bog 1600 ST. LICENSE NUMBER CC CO26474 CITY DeBary, STATE FL ZIP 32713-1600 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 9 cg;iln ature 3,OZ; C A L[/ a " rr' W O( D 0 W ri Signatureof ner/Agent & Da e o C ntracto.r & Date o w 1 Z Ronald H. Martin, President H N Type or Print Owner/Agent Name Type r Print Contractor's Name r7 x D (D g" S nature of Notary & Dat Signat _e of Notary & ate,, Official Seal) (Official Seal) OFFICIAL OTARY SEAL otwr Pt". n runMAs GEORGIA A BORING o pv v rrnission CC394M..i NOTARY PUBLIC STATE OF FLORIDA Expires Jul. 21. 1998 COMMISSION NO, CC25W5 b „ t Bonded by HAI a' p -A 800-422-1555 App?MoPtionApproved BY: _ Z ? FEES:. Building U) - i Open Space 0O o N PERMIT VALIDATION: CHECK i 14J N R O N ? Z w H Ca H MYCOMMISSION EXP, 1 Date: Radon Police Fire Road pact Applicat Ly u v CASH DATE L S L q5 BY ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) G n rt D a H d THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE i CITY OF SANFORD. FLORIDA PERMIT NO ~ 0 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER'S NAME S' 414 bNL ADDRESS OF JOB Tuc,rn/cs G1"w'r%z`c Cc4-c-te F1"4A,.. , C,Vc PLUMBING CONTR. Res. _ Comma X Subjecf fo rules and regulafions of Sanford plumbing code. Residential: I Number Amount lI Alteration, Addition, Repair New Residential: One Water Closet Additional Water Closet I Commercial: j Fixtures. Floor Drain, Trap 8 Sewerr _ G Old Water Piping3 Gas Piping Factory -built housing 0 Mobile Home I Application Fee Minimum Commercial Permit: $25. oo Total 3 -7 T Mosfo COMPETENCY CARD NO. 729 South 30th Street 35233 P.O. Box 10383 Birmingham, AL 35202-0383 205) 328-4000 FAX (205) 251-1304 October 6, 1994 Mr. Gary Winn P. 0. Box 1788 Sanford, FL 32772 Re: Parisian Department Store Seminole Towne Center Mall Dear Mr. Winn: We hereby agree to comply with all requirements of the Engineering & Planning Department's approved site plan for the above project prior to the final inspection for the Shell only permit. Yours very truly, BRASFIELD & GORRIE GENERAL CONTRACTOR, INC. Edward M. 't en Sr. Project nager cmm cc: Richard Holloway - w/$100 check for fee Bill McReynolds Kenneth Thomas POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that M. MILLER GORRIE, 729 South 30th Street, Birmingham, Alabama, 35233, individually and as President of Brasfield & Gorrie General Contractor, Inc., does hereby constitute and appoint Edward Eitzen as his true and lawful Attorney -in -Fact for the limited purpose of executing documents necessary to obtain a Building Permit from the City of Sanford, Florida, to allow construction to begin on the Parisian Department Store located at 350 Towne Center Circle, Seminole Towne Center Mall, Sanford, Florida, 32771. The Florida contractor's license number for Brasfield & Gorrie General Contractor, Inc. is CG CA 09656. Edward Eitzen is a the Senior Project Manager for Brasfield & Gorrie General Contractor, Inc, and will be directly responsible for the Parisian -Seminole Towne. Center Mall Project. IN WITNESS WHEREOF, the said M. MILLER GORRIE has caused these presents to be signed this. /172!dav of September 1994, BRASFIELD & GORRIE GENERAL CONTRACTOR, INC. BY: M. MILLER GORRIE ITS: PRESIDENT STATE OF ALABAMA COUNTY OF JEFFERSON On this 19, 7-H day of September 1994, before me personally came M. MILLER GORRIE to me known and by me known to be the President of Brasfield & Gorrie General Contractor, Inc. and the said M. MILLER GORRIE being by me duly sworn did say that he is the holder of Florida License No. CG CA 09656, that he is acquainted with Edward Eitzen and knows him to be the Senior Project Manager of Brasfield & Gorrie General Contractor, Inc, and that, by his signature above, he intends to extend the Power of Attorney provided herein. Acknowledged and Sworn to before me on the date above written. Notarial Seal Notary Public 729 South 30th Street 35233 FO. Box 10383 Birmingham, AL 35202-0383 205) 328-4000 FAX (205) 251-1304 September 22, 1994 Ms. Arlene Rumbley Building Department City of Sanford City Hall 300 North Park Avenue Sanford, FL 32772 BRASFIELD Via Overnight UPS - 9-22-94 iLG®BRIE 0 General Contractor. Inc. Re: Parisian - Seminole Towne Center Sanford, Florida Dear Ms. Rumbley: We enclose the following: 1. Power of Attorney 2. Application for Shell Building Permit 3. Property Description 4. Original copy of Insurance Certificate 5. Seminole County Impact Fee Statement (3 Copies) and Impact Fee Credit Three ( 3) sets of drawings on the above project were left with Mr. Gary Winn. Thank you for your help. Yours very truly, BRASFIELD & GORRIE GENERAL CONTRACTOR, INC. Edward M. Eitz n Sr. Project Manager cmm enclosures cc: Kenneth Thomas - w/enc. 729 South 30th Street 35233 PO. Box 10383 Birmingham, AL 35202-0383 205) 328-4000 FAX (205) 251-1304 September 22, 1994 Mr. Joseph H. Cooper, Project Manager MSA Development Company, Inc. 183 South Oregon Avenue Sanford, FL 32771 Re: Parisian - Seminole Towne Center Mall Sanford, Florida Dear Joe: BRASFIELD G®RRIE General Contractor. Inc. As discussed with you by phone this morning, the following information about permit fees and impact fees is what we have learned thus far. 1. Road Arterials - impact fee $ 178,424.36 Copy of county's impact fee statement is attached) 2. Office trailer fee. 3. Various other fees as follows: A. Police protection 131,420 sf at .22¢/sf B. Fire protection 131,420 sf at .0345¢/sf C. Radon 131,420 sf at .01 ¢/sf D. Fire Department plan review 131,420 sf at .02¢/sf TOTAL 4. Shell Building Permit We understand from you that you have already paid the sewage fee. 30.00 28,912.40 4,533.99 1,314.20 2,628.40 37,388.99 18,321.00 There will also be a fee for water based on the number of plumbing fixtures. Since our plans at this time do not reflect any information on plumbing, Mr. Gary Winn thought that the water fee could be paid when we apply for our final permit and plans are complete. The final Building Permit Fee should be of the magnitude of $12,000.00. As discussed this morning, Mr. Craig Campbell of Parisian has informed me that according to the lease agreement, Parisian will pay a maximum of i$20,000.00 for all permits and fees. I have asked that you verify this. r1 Mr. Joseph H. Cooper Page 2 September 22, 1994 As of today, we will have completed all application documents for our Shell Building Permit: By copy of this letter we have asked Mr. Campbell to contact you so that there will be no delay in our obtaining a Shell Permit. Please contact me with details of how you wish to handle payment of the various fees. Yours very truly, BRASFIELD & GORRIE GENERAL CONTRACTOR, INC. e - '— Edward M. Eitze Sr. Project Mana er cmm cc: Craig Campbell Bill McReynolds Kenneth Thomas Gary Winn II a' CountySeminofeovernment Comprehensive Planning Division 1101 East First Street Sanford FL 32771-1468 Telephone (407) 321-1130 Extension 7352 FAX 330-9546 September 20, 1994 Parisian, Inc. 750 Lakeshore Parkway Birmingham, Alabama 35211 Re: Seminole Towne Center - Impact Fee Credit Parisian Anchor To Whom It May Concern: The attached Seminole Road Impact Fee Statement is reflecting a total amount due to Seminole County as 178,424.36. The cost reflects a full payment toward the Arterial Road Impact Fee, however, it does not reflect a full Collector Road Impact Fee Assessment. In accordance with a Joint Facilitation of Public Infrastructure Agreement between Seminole County and Seminole Towne Center Limited Partnership, funding towards the Collector Road Impact Fees in the amount of $1,671,472.00 was paid in advance in order to expedite full 4-lane improvements to Rinehart Road. You have received a credit in the amount of $ 43,262.34. For your information, the outline below replicates an assessment that represents the full amount of what would have been paid if no credit was given. QA.E;:.;::::;:::;::.::::.A1VI:....-N_..._...........::::::::::::;::;: Q. 8 ><` 1lNT...B .: FEE7YPE DISTRICT RATE SCHEDULE SQUA*WE.EET i QAO SQFT TOTAL .......0 ROADS- ARTERIALS CO -WIDE ORDINANCE 131,098 1,361.00 178,424.36 ROADS - COLLECTORS NORTH ORDINANCE 131,098 330.00 43,262.34 AM O.l11VL.D. 6g670is> S Should you have any questions regarding this matter, please do not hesitate to contact my office at 321- 1130, extension 7352. Sincerely, ` FU rr S A.herman Sen' r Planner/Capital Programs cc: Seminole Towne Center 'ILimited Partnership & Indiana Limited Partnership, c/o Melvin Simon & Associates, Inc., Attn: Thomas J. Schneider, 115 W Washington Street, Indianapolis, Indiana 46204 Seminole County CPO File stc.cal CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT W. 350 Towne Center Circle j PERMIT ADDRESS Seminole Towne Center Mall PERMIT NUMBER `t fD bOG.Ad Total Contract Price of Job 4$-ggj,'0 Total Sq. Ft. 131,420 sf Describe Work Building Shell for Department Store Type of Construction Type 4 Unprotected SRrinklered Flood Prone (YES) (NO) Number of Stories 2 Number of Dwellings None .Zoning Occupancy:. Residential Commercial Yes Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 63-0978527 OWNER Parisian, Inc. PHONE NUMBER 2051940-4000 ADDRESS 750 Lakeshore Parkway CITY Birmingham STATE Alabama ZIP 35211 TITLE HOLDER (IF OTHER THAN OWNER) Seminole Towne Center Limited Partnershi ADDRESS i T q TT- T.Tn..l.c, CITY Indianapolis STATE Indiana ZIP 46204 BONDING COMPANY Federal TnsurnnRe ADDRESS 15 Mrnmtain View Rnad CITY WarrPn STATE New JerRey ZIP 07060 ARCHITECT Crawfnrd Mcwilliamc Natnher ADDRESS G»;fie 100, 2101 Magnolia Avenue CITY Rirmingham STATE Alabama ZIP 35205 MORTGAGE LENDER Teachers Retirement Systems of the State of Illinois ADDRESS 2815 West Washington Street CITY Springfield STATE Tllinois ZIP 62794 CONTRACTOR Brasfield & Gorrie General Contractors Inc. PHONE NUMBER 205/328-4000 ADDRESS 729 Smith 30th Street ST. LICENSE NUMBER CG CA09656 CITY Birmingham STATE Alabama ZIP 35233 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing ,information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 13It Z 10 cn n o r+ i' C' s m a 0 Signature of Owner/PAgRRk & Date Signature f Contractor & Date o rh PARISIAN, INC. BRASFIELD & GORRIE GENERAL CONTRACTOR INC. q W m z Type or Print Owner/&gftRk Name Type or Print Contractor's Name vY d x W 5 N igna Notary & Date Si mature Notary & Date L" n n N1ireofofPMxI( Official Seal) Official Seal) x rt O 3 u1 Ul 00 N ON N Application Approved BY: Date: ca FEES • Buildin (' l U Radon 131 Police / ire 33 r z y 1 H g i C ! Open Space ILL; act /% ,q y „ ApplicationRoad 4N co O PERMIT VALIDATION: CHECK CASH DATE „ Cj BY o a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFI E) GOLD CO. ADMIN) Z a F THIS APPLICATION USED FOR WORK,VALUED $2500.00 OR MORE O Z ro n O a G r+ m a H C7 Tob Ub50o I CITY OF SANFORD, FLORIDA PERMIT NO DATFJQr1UQN 13, 1T AQ5THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WO Cr, 2 r S an OWNER' S NAM ADDRESS OF JOB .3 Z-!erni nue. Towrie- C izo2 Tr i - I IELEC. CONTR C t eC'tY C Residential Non-residen+iaL,i. Subject to rules and re'gulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair I I Chan e of Service Residential I Commercial I Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101- 200 Amp Service 201 Amp and above New Commercial 3ODD Amp Service I O Applicatipn- Fee t I I Oct TOTAL By signing this application I am stating I will be in compliance with the NEC including Article 110, Section 110-9 and 110 10. I Building Official Master Electrician I 14. L STATE COMPETENCY I NO., 8143 t 1n/II 10A C I T Y O F BUILDINC 300 N. DARK SANFORD, FL n n'n mvr V _ MOD T L' T-I^ME PER TLLL11LALJ. L Lii E a V l 1 1 1 nnprjEr +. nth y n LW 01^A 0000 iLa IPN T ?1 . L.a . i J. v v. •.7 v LOCPamIO: I: 350 T06'1fdE CENTER CIR u is Ad.F` 0 R D PERMITS 1 AVENUE INSPECTIONS 32771 24 1110UR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE ( 407) 330 5650 OWINER: PARISIAN DEFT STORE ADDRESS: C/O MELVIN SIMONS ASSOC, INC POE 7033 INDIANAPOLIS IN, 46207 ' PHOrdE rnrTmDnrm/ _ v e 1T Q fY^PTE. CE*s'4'1L' VVL\ i RACTOR _ BRA LJ.C` i ELD tip L./OR I ADDRESS: CONTRACTOR INC 720 30TH . STP.ELT `SQUTH EIPLMINCHiM5233 L3 PHONE: 205 328 4000: CERTIFICATION #: FEES C: Tat` aRCE`'D`:TE s D FEES; PAIDPERMIT # 05 60000065,' 000 0J0 M°4M YI'E HOME, EU I LD d,u w.PMT , ISSUED DATE: 10` 1]%J JOID" DATE 4/10'05" MOBILE HOME, ,:. =EUI LDIA:C' PMT . ,PMT ;FEE ; , 20.0'Q 1`0/ 11,J4 - 20.00 AT) LaL1rSFEES: 01 APPLCTr7FEE `MOEILE HM 10.00' '10/ 11,'O4 10.00 TOTAL FEES: 30.0030. 00 t RECEUT # J'PROVE D BY: FAILURE TO COMPLY WIT4 MECHANIC'S IEad LAW7 TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE *0 TD PRIOR TO C.O. a®r SICNATURE:/ CAN P,ESUL I EEINC ISSUED. PROPERTY 'OWN E R PAYING n,1„01V, 1, 'S Ann MvnV . T., A 'EL +r . i t o C.0 fi AJOVATI VN . O;,jNER : ADDRESS CI TY OF SANF'ORD EUILDINC PERMITS 300 N. PARK AVENUE SANFORD, FL 32771. NEt; STORES .AND CUSTOMER SERVICE S,L; 010A 0000 350 TOWNE CENTER CIR PARISIAN DEFT STORE C/0 MELVIN SIMONS & ASSOC, INC POR 702S TN0rVllMTnM0 1 u uVi%JL4 .r 24 HOUR NOTICE REQUIRED FOR ALL INSPECT I VNU PHONE (407) 330 5650 FEES CHARCED 'DATE;:,. FEES PAID N ti PERMIT it: 05 0000,0064"'000 000 ELCA TYPE : EU I LD I".JC": PERI I T NEt:;ALTER ISSUED DATE ...'".1" -"'11 0,4 VO"T_D DAT] FEE 18311.0'0 d 0.00' 10, 1/J4. . 453.3,:.03 J. J..L/O4 2628.40 10/11 'J4 28J12.40 10/ 11/04:`: ' 657.10 A.0,!11/04 178424.36 10/11/94 ' 657.10 10/1.1 j04 ' 234,134.35 RECEIPT #: t`aPPRO rTED BY : COY S I CNATUREV FAILURE TO COMPLY G. I TH MEC T.L1N I C " S I EN LAW CAN RESULT I N THE PROPERTY OWNER PAY I NC T, J.CE FOR °UILDINC IMPROVEMENTS. LiOTE: ALL FEES DUST BE rAID I'BIUD Ia O.Q. EETr a awavED. 18311.00 10.00 4533.00 2628.40 28912.40 657.10 178424.36 657.10 234,134.35 CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES g PHONE #: 407-322-4952 DATE: l Z - PERMIT #: BUSINESS NAME: ADDRESS: PHONE NUMBER:( ) PLANS REVIEW BURN PERMIT TANK PERMIT COMMENTS: Ts 1s , 4, TENT PERMIT REINSPECTION FIRE SYSTEM W Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of anford, F1 rnida. anford,,Fire Prevention I I cs-r Applicants Signature CITY OF SANFORD, FLORIDA PERMIT NO. q'573 Sf— DAT"_/r ~)/ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK- ? or ,5'COnS . OWNER'S NAM i LL, 7,_j f &-,J1a L/Af/ J/ iO en C1 ADDRESS OF JOB- ELEC. CONTR&46& -Residential Non-residential-Z Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair CUL I Chan e of Service Residential Commercial Mobile Home Factory Built Housing I New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial Amp Service I Applicatipn Fee I TOTAL II By signing this application I am stating I will be in compliance with the NEC including Article 110, Section 110-9 and 110-10 I z1441 Building Official61 Master ElFeclricia '! 6,2oi0000Coy STATE COMPETENCY NO. ELECTRIC CONSTRUCTION COMPANY Electrical Contractors P.O. BOX 17269 — PENSACOLA, FLORIDA 32522 PHONE 904/438-5636 October 14, 1994 Electrical Inspection Department City of Sanford PO Box 1788 Sanford, FL 32772 Gentlemen: Please use this letter as authority to allow our Richard Vogel to take out permits in your City. We have attached copy of our state license, Pensacola occupational license and copy of insurance certificate. Original insurance certificate is being mailed to you direct from our carrier. Very truly yours, BAROCO:ELD President EC#0000009 NSTRUCTION COMPANY Sworn to and subscribed before me this l4th day of October, 1994. R N Heath is personally known. Meryl Kenngott Morrison Notary Public s dr SV•_t. Ao do, 3_ n C{ l e S f . IC l - Cb e,A Ir S 1(aVIQIQ Lt 1 ^ CiC ,C- us CO 1 S et Lot 1 re4 , ' r '----'---_--- -- pILGREEN & WHITE CONSULTING ENGINEERS 3201 BELL ROAD | MONTGOMERY, AL 36116 i 205) 272-2697 NAME PARISIAN' DATE 1/12/95 LOCATION SEMINOLE TOWNE CENTER, SANFORD, FLORIDA SYSTEM NO BUILDING 1ST. FLOOR SYSTEM "A" CONTRACTOR BRENDLE SPRINKLER CO. DWG. NO. ? OF 9 CONSTRUCTION IS X NONCOMBUSTIBLE COMBUSTIBLE CEILING HT. VARIES OCCUPANCY IS LOADINGDOCK & SALES AREA S * SYSTEM DESIGN IS PER KEMPER SPEC'S SYSTEM TYPE WET Y * S * AREA OF SPRINKLER OPERATION 3000 SQ. FT.* SPRINKLER MAKE T * E '* DENSITY 20 GPM/SQ.FT. SPRINKLER MODEL RECESSED M * AREA PER SPRINKLER 120 SQ. FT. SPRINKLER SIZE 17/32" D * E * HOSE ALLOWANCE INSIbE GPM SPRINKLER K = 8.0 S * I * HOSE0LLOWANCE OUTSIDE 250 GPM SPRINKLER TEMP. 165 G * N *RACK SPRINKLER ALLOWANCE GPM CALCULATION * GPM REQUIRED 1198.5 PSI REQUIRED 51.2 AT UNDERGROUND LOOP SUMMARY * "C" FACTOR OVERHEAD 120 UNDERGROUND 140 W * WATER FLOW TEST * * TANK OR RESERVOIR A * DATE * * CAPACITY T * STATIC PSI * RATED CAPACITY, GPM *. ELEVATION E * RESIDUAL 60 PSI * AT PSI PSI ********************** R * FLOW 1200 GPM * ELEVATION ' * ELEVATION * ' * WELL S * * * PROOF FLOW U *********************************************************************** P * P * LOCATION 12" LQOP L * SOURCE OF INFORMATION CITY (TO BE SUPPLIED IN NEAR FUTURE) Y * CACULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 8103H 43 ) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/12/1995 JOB TITLE: PAR ISIAN WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG PSI) PSI) (GPM) PSI) GPM) 53 61.0 60.0 1000.0 59.6 1198.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATI 1 10.0 2 10.0 3 10.0 4 10.0 5 10.0 6 10.0 7 10.0 8 10.0 9 10.0 10 15.0 11 15.0 12 15.0 13 15.0 14 15.0 15 i0.0 16 10.0 17 10.0 18 10.0 19 10.0 20 10.0 21 15.0 22 10.0' 23 10.0 24 10.0 25 10.0 26 10.0 27 10.0 28 10.0 29 10'0 M0 10'0 32 10.0 33 10.0 34 13.0 NODE TYPE K= 7.22 K= 7.22 K= 7.22 K= 7.22 K= 7.22 K= 7.22 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 7.22 K= 7.22 K= 7.22 K= 7.22 K= 8.00 K= 7.22 K= 7.22 K= 7.22 K= 7.22 K= 7.22 K= 7.22 K= 7'22 A 7,?2 K= 7.22 KA 7.22 PRESSURE PSI) 14.9 16.3 21.7 14.6 16.9 14.6 16.9 19,3 21.1 9.1 11.8 14.2 11.8 15.1 20.9 13.2 15.1 17.3 19.1 20.9 9.2 15.2 16.9 17:1 19.2 20.9 13.1 15.2 17.0 18.9 13,6 15.3 20.9 11.0 Page 1 961 REQ'D PRESS. PSI) 51.2 1198.5 GPM 250.0 GPM 0.0 GPM DISCHARGE GPM) 27.8 29.1 27.6 29.7 27.6 29.7 24.1 27.5 30.2 27.5 26.2 28.1 30.0 31.6 24.3 28.2 29.7 29.9 26.1 28.2 29.7 31.4 n6«' 28.3 24.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/12/1995 JOB TITLE: PARISIAN NODE TAG, ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) WPM) | 35 13.0 K= 7.22 13.6 26.6 ' 36 13.0 K= 7.22 14.8 27.8 37 13.0 10.0 38 13.0 K= 7.22 11.5 24.4 39 13.0 K= 7.22 13.6 26.6 40 13.0 14.2 41 13.0 K= 7.22 15.7 28.6 ' 42 13.0 K= 7.22 18.1 30.8 43 13.0 K= 7.22 11.3 24.2 44 13.0 K= 7.22 13.1 26.2 45 13.0 K= 7.22 17.6 30.3 46 13.0 20.2 46A 13.0 27.9 47 10.5 30.9 47A 13.0 29.3 48 5.0 37,6 49 2.0 40.8 50 2.0 41.5 51 2.0 49.5 52 1.0 50.2 53 0.0 SOURCE 51.2 948.5 EQUIVALENT K-FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H-W Equiv. Name K-fac. (psi) (in) Len.(ft) Len.(ft) coef. K-fac. ARM -OVER 8.00 7.0, 1.049 2.00 2ET 11.00 120 7.22 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/12/1995 JOB TITLE: PARISIAN PIPEDATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 1' 27.8 1.049 PL 5.75 PF 1.4 2 10.0 7.2 16.3 29.1 10.3 120 FTG PE 0.0 1 10.0 7.2 14.9 27.8 0'240 TL 5.75 PV 0.7 Pipe: 2 56.9 1.049 PL 1.00 PF 5.4 3 10.0 0.0 21.7 0.0 21,1 120 FTG T PE 0.0 2 10.0 7.2 16.3 29.1 0.902 TL 6.00 PV 3.0 Pipe: 3 346.9 4.260 PL 18.67 PF 0.5 9 1000 0.0 21.1 0.0 7.8 12@ FTG PE 0.0 3 10.0 0.0 21.7 0.0 0,028 TL 18.67 PV 0.4 Pipe: 4 27.6 1.049 PL 10.00 PF 2.4 5 10.0 7.2 16.9 29.7 10^2 120 FTG PE 0.0 ` 4 10.0 7.2 14.6 27.6 0.236 TL 0.00 PV 0,7 Pipe: 5 57 3 1 380 PL 4 00 PF 2 4 8 10.0 0.0 19.3 0.0 12.3 120 FTG T PE, 0.0 5 10.0 7.2 16.9 29.7 0.240'TL 10.00 PV 1.0 Pipe: 6 27.6 1.049 PL 10.00 PF 2.4 7 10.0 7.2 16.9 29.7 10.2 120 FTG PE 0.0 6 10.0 7.2 14.6 27.6 0.236 TL 10.00 PV 0.7 Pipe: 7 57.3 1.380 PL 4.00 PF 2.4 8 10.0 0.0 19.3 0.0 12.3 120 FTG T PE 0.0 7 10.0 7.2 16.9 29.7 O.240 TL 10.00 PV 1.0 Pipe: 8 114.6 2.067 PL 5.00 PF 1.8 9 10.0 0.0 ' 21.1 0.0 11.0 120 FTG T PE 0.0 8 10.0 0.0 19.3 0.0 0.121 TL 15.00 PV 0.8 Pipe: 9 232.3 4.260 PL 11.00 PF 0.2 15 10.0 0.0! 20.9 0.0 5.2 120 FTG L PE 0.0 9 10.0 0.0/ 21.1 0.0 0.013 TL 17.00 PV 0.2 Pipe: 10 24.1 1.049 PL 12.75 PF 2.7 11 15.0 8.01 11.8 27.5 9.0 120 FTG E PE 0.0 10 15.0 8.01 9.1 24.1 0.184 TL 14.75 pyA, 0.5 Pipe: 11 51,7 1.380 PL 12.00 PF 2.4 ' 12 15.0 8.0 14.2 30.2 11.1 120 FTG PE 0.0 11 15.0 8.0/ 11.8 27.5 0.198 TL 12.00 PV 0.8 Pipe: 12 81.8 1.610 PL 3.90 PF 0.9 14 15.0 0.0 15.1 0.0 12.9 120 FTG PE 0,0 12 15.0 8.0 14.2 30.2 0.219 TL 3.90 PV 1.1 Pipe: 13 27.5 1.049 PL 8.75 PF 3.2 14 15,0 0.0 15.1 0"0 10.2 120 FTG T PE 0.0 13 15.0 8.0 11.S 27.5 0.235 TL 13.75 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/12/1995 JOB TITLE: PARISIAN PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 14 109.3 2.067 PL 18.33 PF 3.7 15 10.0 0.0 20.9 0.0 10.5 120 FTG ET PE' 2.2 14 15.0 0.0 15,1 0.0 0.111 TL 33.33 PV 0.7 Wipe: 15 123.0 4.260 PL 3.82 PF 0.0 20 10.0 0.0 20.9 0.0 2.8 120 FTG PE 0.0 15 10.0 0.0', 20.9 0.0 0.004 TL 3.82 PV 0.1 Pipe: 16 26.2 1.049 PL 7,00 PF 1.9 17 10.0 7.2 15.1 28,1 9.7 120 FTG E PE 0.0 16 10.0 7.2 13.2 26.2 0.214 TL 9.00 Py 0.6 Pipe: 17 54.3 1.380 PL 10.00 PF 2.2 18 10.0 7.2 17.3 30.0 11.6 120 FTG PE 0.0 17 10.0 7.2 15.1 28.1 0.217 TL 10.00 PV 0.9 Pipe: 18 84.3 1.610 PL 8.00 AF 1.8 19 10.0 7.2 19.1 31.6 13.3 120 FTG PE 0.0 18 10.0 7.2 17.3 30.0 0.231TL 8.00 PV 1.2 Pipe: 1q 115.8 2.067 PL 4.50 PF 1.8 20 10.0 0.0 20.9 0.0 11.1 120 FTG T PE 0.0 19 10.0 7.2 19.1 31.6 0.123 TL 14.50 PV 0.8 Pipe: 20 7.1 4,260 PL 1.60 PF 0.0 26 10.0 0.0 20.9 0.0 0.2 120 FTG PE 0.0 20 10.0 0.0 20.9 0.0 0.000 TL 1.60 PV 0.0 Pipe: 21 24.3 1.049 PL 14.80 PF 3.9 22 10.0 7.2 15.2 28.2 9.0 120 FTG 3E PE 2.2 21 15,0 8.0 9.2 24.3 0.186 TL 20.80 PV 0.5 Pipe: 22 52.5 1.380 PL 8.00 PF 1.6 23 10.0 7.2 16.9 29.7 11.3 120 FTG PE 0.0 22 10.0 7.2 15.2 28.2 0.204 TL 8.00 PV 0.9 Pipe: 23 82.1 1.610 PL 10.67 PF 2.4 25 10.0 0.0 19.2 0.0 12.9 120 FTG PE 0.0 23 10.0 7.2 16.9 29.7 0.220 TL 10,67 PV- 1.1 Pipe: 24 29.9 1.049 PL 2,67 PF 2.1 25 10.0 0.0 19.2 0.0 11.1 120 FTG T PE 0.0 24 10.0 7.2 17.1 29.9 0.273 TL 7.67 PV 0.8 Pipe: 25 112.0 2.067 PL 4.50 PF j.7 26 10.0 0.0 20.9 0.0 10.7 120 FTG T PE 0.0 25 10.0 0.0 f9.2 0.0 0.116 TL 14.50 PV 0.8 Pipe: 26 1 104.9 4.260 PL 6.25 PF 0.0 33 10.0 0.01 20.9 0.0 2.4 120 FTG PE 0.0 26 10.0 0.01 20.9 0,0 0.003 TL 6.25 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/12/1995 JOB TITLE: PARISIAN PIPE DATA (cont.) Page 5 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. .VEL(FPS> HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 27 26.1 1.049 PL 9.90 PF 2.1 28 10.0 7.2 15.2 28.2 9.7 120 FTG PE 0.0 27 10.0 7.2 13.1 26.1 0.214 TL 9.90 PV 0.6 Pipe: 28 54.3 1.300 PL 8.00 PF 1.7 29 10.0 7.2 17.0 29.7 11.7 120 FTG PE 0.0 28 10.0 7.2 15.2 28.2 0.217 TL 8.00 PV 0.9 Pipe: 29 84.1 1.610 PL 8.50 PF 2.0 30 10.0 7.2 18.9 31.4 13.2 120 FTG PE 0.0 29 10.0 7.2 17.0 29.7 0.230 TL 8.50 PV 1.2 Pipe: 30 115.5 2.067 PL 6.33 PF 2.0 33 10.0 0.0 20.9 0.0 11.0 120 FTG T PE 0.0 30 10.0 7.2 18.9 31.4 0.123 TL 16.33 PV 0.8 Pipe: 31 26.6 1.049 PL 8.00 PF 1.8 32 10.0 7.2 15.3 28.3 9.9 120 FTG PE 0.0 31 10.0 7.2 13.6 26.6 0.220 TL 8.00 PV 0.7 Pipe: 32' 54.8 1.049 PL 1.67 PF 5.6 33 10.0 0.0 20.9 0^0 20.4 120 FTG T PE 0.0 32 10.0 7.2 15.3 28.3 0.841 TL 6.67 PV 2.8 Pipe: 33 275.2 4.260 PL 9.00 PF 0.4 37 13.0 0.0 20.0 0.0 6.2 120 FTG 2L, PE 1.3 33 10.0 0.0 20.9` 0.0 0.018TL 21.00 PV 0.3` Pipe: 34 24.0 1.049 PL 10.00 PF 2.6 35 13.0 7.2 13.6 26.6 8.9 120 FTG 2E PE 0.0 34 13.0 7.2 11.0 24.0 0.182 TL 14.00 PV 0.5 Pipe: 35 50.6 1.380 PL 6.50 PF 1.2 36 13.0 7.2 14.8 27.8 10.9 120 FTG PE 0.0 35 13.0 7.0 13.6 26.6 0.191 TL 6.50 PV 0.8 Pipe: 36 i 78.4 1.610 PL 17.50 PF 5.2 37 13.0 0.0 20.0 0.0 12.4 120 FTG T PE 0.0 36 13.0 7.2 | 14.8 27.8 0.202 TL 25.50 PV 1.0 Pipe: 37 353.6 4.260 PL 6.00 PF 0.2 46 13.0 0.0: 20.2 0.0 8.0 120 FTG PE 0.0 37 13.0 0.0 20.0 0.0 0.029 TL 6.00 PV 0.4 Pipe: 38 24.4 1.049 PL 9.33 PF 2.7 40 13.0 0.0 14.2 0,0 9.1 120 FTG T PE 0.0 38 13.0 7.2 11.5 24.4 0.189 TL 14.33 PV 0.6 Pipe: 39 26.6 1.049 PL 2.67 PF 0.6 40 13.0 0.0 14.2 0.0 9.9 120 FTG PE 0.0 39 13.0 7.2| 13.6 26.6 0.221 TL 2.67 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 01/12/1995 JOB TITLE: PARISIAN PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) / Pipe: 40 51.0 1.380 PL 4.67 PF i 1.5 ' 41 13.0 7.2 15.7 28.6 10.9 120 FTG E PE 0.0 40 13.0 0.0 14.2 0.0 0.194 TL 7.67 PV 0.8 ^ Pipe: 41 79,6_ 1.610 PL 12.00 PF 2.5 | 42 13.0 7.2 18.1 30.8 12.5 120 FT8 PE 0.0 ' 41 13.0 7.2 15.7 28.6 0.208 TL 12.00 PV 1.1 Pipe: 42 110.4 2.067 PL 8.00 PF 2.0 ' 46 13.0 0.0 20.2 0.0 10.6 120 FTG T PE 0.0 { 42 13.0 7.2 18.1 30.8 0.113 TL 18.00 PV 0.7 Pipe: 43 24.2 1.049 PL 10.00 PF 1.9 ! 44 13.0 7.2 13.1 26.2 9.0 120 FTG PE 0.0 ' 43 13.0 7.2 11.3 24.2 0.186 TL 10.00 PV 0.5 ! Pipe: 44 50.4 1.200 PL 12.00 PF 4.5 ' 45 13.0 7.2 17.6 30.3 14.3 120 FTG PE 0.0 | 44 13.0 7.2 13.1 26.2 0.374 TL 12.00 PV 1.4 Pipe: 45 80.7 1.610 PL 4.00 PF 2.6 46 13.0 0.0 20.2 0.0 12.7 120 FTG T PE 0.0 45 13.0 7.2 17.6 30.3 0.213 TL 12.00 PV 1.1 Pipe: 46 1 544.7 4.260 PL 97.00 PF 7.7 46A 13.0 0.0 27.9 0.0 12.3 120 FTG 4L PE 0.0 46 13.0 0.0 20.2 0.0 0.064_TL 121.00 PV 1.0 Pipe: 46A 544.7 6.360 PL 150.00 PF 2.0 47 10.5 0.0 30.9 0.0 5.5 120 FTG T4L PE 1.1 46A 13.0 0.0 27.9 0.0 0.009 TL 216.00 PV 0.2 Pipe: 47 403.8 4.260 PL 196.00 PF 9.0 47A 13.0 0.0 29.3 0.0 9,1 120 ATG 8L PE 1.3 3 10.0 0.0 21.7 0.0 0.037 TL 244.00 PV 0.6 Pipe: 47A 403.8 6.360 PL 77.00 PF 0.5 ' 47 10.5 0.0 30.9 0.0 4.1 120 FTG 3L PE 1.1 . 47A 13.0 0.0 29.3 0.0 0.005 TL 104.00 PV`' 0.1 i Pipe:/48 i 948.6 6.360 PL 120.00 PF 4.3 | 48 5.0 0.0 37.6 0.0 9.6 120 FTG T2L pE 2.4 47 10.5 0.0 30.9 0.0 0.025 TL 168.00 PV 0.6 Pipe: 49 948.5 6.070 PL 0.50 PF 2.0 49 2.0 0.0 40.8 0.0 10.5 120 FTG TGA PE 1.3 48 5.0 0.0 37.6 0.0 00.32 TL 61.50 PV 0.7 Pipe: 50 948.5 6.070 PL 2.00 PF 0.6 ' 50 2.0 0.01 41.5 0.0 10.5 120 FTG 2L PE 0.0 49 2.0 0.0' 40.8 0.0 0.032 TL 20.00 PV 0.7 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 01/12/1995 | r`nc' o^orc`^u ! PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES FT) K) PSI) (GPM) F.L./FT (PSI) _ Pipe: 51 FIXED PRESSURE LOSS DEVICE 51 2.0 0.0 49.5 0.0 8.0 psi, 948.5 gpm 50 2.0 0.0 41.5 0.0 Pipe: 52 948.5 6.070 PL 1.00 PF 0.3 52 1.0 0.0 50.2 0.0 10.5 120'FTG L PE 0.4 51 2.0 0.0 49.5 0.0 0.032TL 10.00 PV 0.7 Pipe: 53 948'5 8.380 PL 50.00 PF 0.6 53 0.0 SRCE 51.2 (N/A) 5.5 140 FTG TLG PE 0.4 52 1.0 0.0 50.2 0.0 0.005 TL 119.16 PV 0.2 NOTES- 1) Calculations were performed by the HASS 5.8.0 computer program de licenseunre no. 8103H 3 grantedgrane b y HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.138 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 21.1 ft/sec at pipe2. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell The LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00' 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pa Date: 01/12/1995 JOB TITLE:. PARISIAN WATER SUPPLY CURVE 120+ 100+ 90+ P 80+ E S S 70+ U R E 60*\\\\\\\\\\\\\\\\\* 60,0 psi @ 1000 9pm0 ' Flow Test Point ' P S I 50+ X 40+ 30+ 20+ LEGEND X = Required Water Supply 51.24 psi @:1198.5 gpm 10+ 0 = Available Water Supply 59.60 psi @ 1198.5 gpm 0++-+ 400 600 800 000 1200 1400 1600 1800 2000 | GREEN & WHITE CONSULTING ENGINE 3201 BELL ROAD MONTGOMERY, AL 36116 205) 272-2697 NAME PARISIAN DATE 1/12/95 LOCATION SEMINOLE TOWNE CENTER, SANFORD, FLORIDA SYSTEM NO BUILDING 1ST. FLOOR SYSTEM "A" CONTRACTOR BRENDLE SPRINKLER CO' DWG. NO. ? OF 9 CONSTRUCTION IS X NONCOMBUSTIBLE COMBUSTIBLE CEILING HT. VARIES OCCUPANCY IS LOADINGDOCK & SALES AREA S * SYSTEM DESIGN IS PER KEMPER SPEC'S * SYSTEM TYPE WET Y * * S * AREA OF SPRINKLER OPERATION 3000 SO. FT.$ SPRINKLER MAKE T * $ E '* DENSITY .20 GPM/SQ.FT. * SPRINKLER MODEL RECESSED M AREA PER SPRINKLER 120 SQ. FT. * SPRINKLER SIZE 17/32" D * . * E * HOSE ALLOWANCE INSIDE GPM * SPRINKLER K = 8.0 S I * HOSE0LLOWANCE OUTSIDE 250 GPM * SPRINKLER TEMP. 165 G * * N *RACK SPRINKLERALLOWANCE GPM * CALCULATION * GPM REQUIRED 1198.5 PSI REQUIRED 51.2 AT UNDERGROUND LOOP SUMMARY * "C" FACTOR OVERHEAD 120 UNDERGROUND 140 W * WATER FLOW TEST * * TANK OR RESERVOIR A * DATE * * CAPACITY T * STATIC PSI * RATED CAPACITY GPM * ELEVATION E * RESIDUAL 60 PSI * AT PSI PSI ********************** R * FLOW 1200 GPM * ELEVATION * ELEVATION WELL S * * * PROOF FLOW U *********************************************************************** P * P * LOCATION 12" LOOP . L * SOURCE OF INFORMATION CITY (TO BE SUPPLIED IN NEAR FUTURE) Y * CACULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 8103H 43 `) HRS SYSTEMS, INC. 0' ATLANTA, GA V-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/12/1995 JOB TITLE: PARISIAN WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL, TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG PSI) PSI) (GPM)' PSI) GPM) 53 61.0 60.0 1000.0 59.6 1198.5 AGGREGATE FLOW ANALYSIS: Page I. 961 REQ'D PRESS. PSI) 51.2 TOTAL FLOW AT SOURCE 1198.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 948.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 1 10.0 K= 7.22 14.9 27.8 | 2 10.0 K= 7.22 16.3 29.1 3 10.0 21.7 f 10.0 K= 7.22 14.6 27.6 5 10.0 K= 7.22 16.9 29.7 6 10.0 K=7.22 14.6 27.6 7 10.0 K= 7.22 16.9 29.7 8 10.0 19.3 9 10.0' 21.1 10 15.0 K= 8.00 9.1 24.1 I.J. 15.0 K= 8.00 11.8 27.5 12 15.0 K= 8.00 14.2 30.2 13 15.0 K= 8.00 11.8 27.5 14 15.0 15.1 15 10.0 20.9 16 10.0 K= 7.22 ' 13.2 26.2 17 10.0 K= 7.22 15.1 28.1 18 10.0 K= 7.22 17.3 30.0 19 10.0 K= 7.22 19.1 31.6 / 20 10.0 20 9 i 21 15 0 K= 8^ 00 9 2 24 3 22 10 0' K= 7 22 15 2 28 2 1 23 10.0 K= 7.22 16.9 29.7 ' 24 10.0 k= 7.22 17:1 29.9 . 25 10.0 1q.2 26 10.0 20.9 27 10.0 K= 7.22 13.1 26.1 28 10.0 K= 7.22 15.2 28.2 29 10.0 K= 7.22 17.0 29.7 30 10.0 K= 7.22 18.9 31.4 31 10.0 K= 7.22 13.6 26.6 | 32 10.0 K= 7.22 15.3 28.3 33 10.0 20.9 34 13.0 ! K? 7.22 11.0 24.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/12/1995 JOB TITLE: PARISIAN NODE TAG. ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 35 13.0 K= 7.22 13.6 26.6 36 13.0 K= 7.22 14.8 27.8 37 13.0 10.0 38 13.0 K= 7.22 11.5 24.4 39 13.0 K= 7.22 13.6 26.6 NO 13.0 14.2 41 13.0 K= 7.22 15.7 28.6 42 13.0 K= 7.22 18.1 30.8 43 13.0 K= 7.22 11.3 24.2 44 13.0 K= 7.22 13.1 26.2 45 13.0 K=7.22 17.6 30.3 46 13.0 20.2 46A 13.0 27.9 47 10.5 30.9 47R 13.0 29.3 48 5.0 37,6 49 2.0 40.8 50 2.0 41.5 51 2.0 49. 5 52 1.0 50.2 53 0.0 SOURCE 51.2 948.5 EQUIVALENT K-FACTOR CALCULATOR Page 2 Node Spr. Press. Pipe dia. Pipe Ftgs. Total H-W Equiv. Name K-fac. (psi) in) Len.(ft) Len.(ft) coef. K-faE ARM -OVER 8.00 7.0 1.049 2.00 2ET 11.00 120 7.22 ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pag Date: 01/12/1995 / JOB TITLE: PARISIAN / PIPE DATA PIPE TAG Q(GPM) U1V1N) LEN61H FIVESH. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. / NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 1/ 27.8 1.049 PL 5.75 PF 1.4 2 10.0 7.2 16.3 29.1 10.3 120 FTG PE 0.0 ! 1 10.0 7.2 14.9 27.8 0.240 TL 5,75 PV 0.7 ( Pipe: 2 56.9 1.049 PL 1.00 PF 5.4 3 10.0 0.0 21.7 0.0 21'1 120 FTG T PE 0.0 2 10.0 7.2' 16.3 29.1 0.902 TL 6.00 PV 3.0 Pipe: 3 346.9 4.260 PL 18.67 PF 0.5 9 10.0 0.0 21.1 0.0 7.8 120 FTG PE 0.0 ' 3 10,0 0.0 21.7 0.0 0.028 TL 18.67 PV 0.4 Pipe: 4 27.6 1.049 PL 10.00 PF 2.4 5 10.0 7.2 16.9 29.7 10.2 120 FTG PE 0.0 ` 4 10.0 7.2 14.6 27.6 0.236 TL 10.00 PV 0.7 pipe: 5 57,3 1,380 PL 4,00 PF 2,4 '. 8 10.0 0.0 19.3 0.0 12.3 120 FTG T PE 0.0 5 10.0 7.2 16.9 29.7 0.240 TL 10.00 PV 1.0 Pipe: 6 27.6 1.049 PL 10.00 PF 2.4 7 10.0 7.2 16.9 29.7 10.2 120 FTG PE 0.0 ' 6 10.0 7.2 14.6 27.6 0.236 TL 10.00 PV 0.7 Pipe: 7 57.3 1.380 PL 4.00 PF 2.4 8 10.0 0.0 19.3 0.0 12.3 120 FTG T PE 0.0 7 10.0 7.2 16.9 29.7 0.240 TL 10.00 PV 1.0 Pipe: 8 114.6 2.067 PL 5.00 PF 1.8 9 10.0 0.0 21.1 0.0 11.0 120 FTG T PE 0.0 8 10.0 0.0 19.3 0.0 0.121 TL 15.00 PV 0.8 Pipe: 9 232.3 4.260 PL 11.00 PF 0.2 15 10.0 0.0 20.9 0^0 5.2 120 FTG L PE 0.0 | 9 10.0 0.0 21.1 0.0 0.013 TL 17.00 PV 0,2 | Pipe: 10 24.1 1.049 PL 12.75 PF 2.7 11 15.0 8.0 11.8 27.5 9,0 120 FTG E PE 0.0 10 15.0 8.0 9.1 24.1 0.184 TL 14.75 pQ_ 0.5 ' Pipe; 11 51.7 1 380 PL 12 00 PF 2 4 ' 12 15.0 8.0 14.2 30.2 11.1 120 FTG PE 0.0 11 15.0 8.0 11.8 27.5 0.198 TL 12.00 PV 0.8 Pipe: 12 81"8 1.610 PL 3'90 PF 0.9 14 15.0 0.0 15.1 0.0 17A 170 FTR PE 0"0 12 15.0 8.0' 14.2. 30.2 0.219 TL 3.90 PV 1.1 Pipe: 13 i 27.5 1.049 PL 8.75 PF 3.2 14 15.0 0.0 15.1 0.0 10.2 120 FTG T PE 0.0 ' 13 15.0 8.0. 11.8 27.5 0.235 TL 13.75 PV 0.7 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/12/1995 JOB TITLE: PARISIAN PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 14 109.3 2.067 PL 18,33 PF 3.7 15 10.0 0.0 20.9 0.0 10.5 120 FTG ET PE 2.2 14 15.0 0.0 15.1 0.0 0.111 TL 33.33 PV 0.7 Pipe: 15 123.0 4.260 PL 3.82 PF 0.0 20 10.0 0.0 20.9 0.0 2.8 120 FTG PE 0.0 15` 100 0.0 20.9 0.0 0.004 TL 3.82 PV 0.1 Pipe: 16 26.2 1.049 PL 7.00 PF 1.9 17 10.0 7.2 15.1 28.1 9.7 120 FTG E PE 0.0 16 10.0 7.2 13.2 26.2 0.214 TL 9.00 PV 0^6 Pipe: 17 54.3 1.380 PL 10.00 PF 2.2 18 10.0 7.2 17.3 30.0 11.6 120 FTG PE 0.0 17 10.0 7.2 15.1 28.1 0.217 TL 10.00 PV 0.9 Pipe: 18 84.3 1.610 PL 8.00 PF 1,8 19 10.0 7.2 19.1 31.6 13.3 120 FTG PE 0.0 18 10.0 7.2 17.3 30.0 0.231TL 8.00 PV 1.2 Pipe: 19 115.8 2.067 PL 4.50 PF 1.8 20 10.0 0.0 20.9 0.0 11.1 120 FTG T PE 0.0 19 10.0 7.2 19.1 31.6 0.123 TL 14.50 PV 0.8 Pipe: 20 7.1 4.260 PL 1.60 PF 0.0 26 10.0 0.0 20.9 0.0 0.2 120 FTG PE 0.0 20 10.0 0.0 20.9 0.0 0.000 TL 1.60 PV 0.0 Pipe: 21 24.3 1.049 PL 14.80 PF 3.9 22 10.0 7.2 15.2 28.2 9.0 120 FTG 3E PE 2.2 21 15.0 8.0 9.2 24.3 0.186 TL 20.80 PV 0.5 Pipe: 22 ` 52.5 1.380 PL 8.00 PF 1.6 23 10.0 7.2 16.9 29.7 11.3 120 FTG PE 0.0 22 10.0 7.2 15.2 28.2 0.204 TL 8.00 PV 0.9 Pipe: 23 82.1 1.610 PL 10.67 PF 2.4 25 10.0 0.0 19.2 0.0 12.9 120 FTG PE 0.0 23 10.0 7.2 16.9 29.7 0.220 TL 10.67 PV`'` 1.1 Pipe: 24 29.9 1.049 PL 2.67 PF 2.1 25 10.0 0.0' 19.2 0.0 11.1 120 FTG T PE 0.0 24 10.0 7.2 17.1 29.9 0.273 TL 7.67 PV 0.8 Pipe: 25 112.0 2.067 PL 4.50 PF 1.7 26 10.0 0.0 20.9 0.0 10.7 120 FTG T PE 0.0 25 10.0 0.0 f9.2 0.0 0.116 TL 14.50 PV 0.8 Pipe: 26 104.9 4.260 6.25 PF 0.0 33 10.0 0.0 20.9 0.0 2.4 120 FTG PE 0.0 26 10.0 0.01 20.9 0.0 0.003TL 6.25 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/12/1995 JOB TITLE: PARISIAN PIPE DATA (cont.) ` PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. .VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 27 26.1 1.049 PL 9.90 PF 2.1 28 10.0 7.2 15.2 28.2 9.7 120 FTG PE 0.0 ` 27 10.0 7.2 13.1 26.1 0.214 TL 9.90 PV 0.6 Pipe: 28 54.3 1.350 PL 8.00 PF 1"7 29 10.0 7.2 17.0 29.7 11.7 120 FTG PE 0.0 28 10.0 7.2 ' 15.2 28.2 0.217 TL 8.00 PV 0.9 Pipe: 29 84.1 1.610 PL 8.50 PF 2.0 30 10.0 7.2 18.9 31.4 13.2 120 FTG PE 0.0 29 10.0 7.2 17.0 29.7 0.230 TL 8.50 PV 1.2 Pipe: 30 115.5 2.067 PL 6.33 PF 2.0 33 10.0 0.0 20.9 0.0 11.0 120 FTG T PE 0.0 30 10.0 7.2 18.9 31.4 0.123 TL 16.33 PV 0.8 Pipe: 31 26.6 1.049 PL 8.00 PF 1.8 32 10.0 7.2 15.3 28.3 9.9 120 FTG PE 0.0 31 10.0 7.2 13.6 26.6 0.220 TL 8400 PV 0.7 Pipe: 32' 54.8 1.049 PL 1.67 PF 5.6 33 10.0 0.0 20.9 0.0 20.4 120 FTG T PE 0.0 32 10.0 7.2 15.3 28.3 0.841 TL 6.67 PV 2.8 Pipe: 33 275.2 4.260 PL 9.00 PF 0.4 37 13.0 0.0 20.0 0.0 6.2 120 FTG 2L, PE 1.3 3K 10.0 0.0 20.9 0.0 0.018 TL 21.00 PV 0.3` Pipe: 34 24.0 1,049 PL 10.00 PF 2.6 35 13.0 7.2 13.6 26.6 8.9 120 FTG 2E PE 0.0 34 13.0 7.2 11.0 24.0 0.182 TL 14.00 PV 0.5 Pipe: 35 50,6 1.380 PL 6.50 PF 1.2 36 13.0 7.2 14.8 27.8 10.9 120 FTG PE 0.0 ` 35 13.0 7.2 13.6 26.6 0.191 TL 6.50 PV 0.8 Pipe: 36 78.4 1.610 PL 17.50 PF 5.2 37 13.0 0.0 20.0 0.0 12.4 120 FTG T PE 0.0 36 13.0 7.2 14.8 27.8 0.202 TL 25.50 PV`, 1.0 Pipe: 37 353.6 4.260 PL 6.00 PF 0.2 46 13.0 0.0 20.2 0.0 8.0 120 FTG PE 0.0 37 13.0 0.0 20.0 0.0 0.029 TL 6.00 PV 0.4 Pipe: 38 24.4 1.049 PL 9.33 PF 2.7 40 13.0 0.0 14.2 0.0 9.1 120 FTG T PE 0.0 08 13.0 7'2| 11.5 24.4 0.187 TL 14.33 PV 0.6 Pipe: 39 26.6 1.049 PL 2.67 PF 0.6 40 13.0 0.0/ 14.2 0.0 9.9..120 FTG ---- PE 0.0 | 73913072136266 0 221 TL 2 67 PV 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date.: 01/12/1995 JOB TITLE: PARISIAN PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) '(PSI) GPM) F.L./FT PSI) Pipe: 40 51.0 1.380 PL 4.67 PF 1.5 41 13.0 7.2 15.7 28.6 10.9 120 FTG E PE 0.0 40 13.0 0.0 14.2 0.0 0.194 TL 7.67 PV 0.` ^ Pipe: 41 79.6_ 1.610 PL 12.00 PF 2.5 42 13.0 7.2 18.1 30.8 12.5 120 FTG PE 0.0 41 13.0 7.2 15.7 28.6 0.208 12.00 PV 1.1 Pipe: 42 110.4 2.067 PL 8.00 PF 2.0 46 13.0 0.0 20.2 0.0 10.6 120 FTG T PE 0.0 42 13.0 7.2 18.1 30.8 0.113 TL 18.00 PV 0.7 Pips: 43 24.2 1.049 PL 10.00 PF 1.9 44 13.0 7.2 13.1 26.2 9.0 120 FTG PE 0.0 43 13.0 7.2 11.3 24.2 0.186 TL 10.00 PV 0 .5 Pipe: 44 50.4 1.200 PL 12.00 PF 4.5 45 13.0 7.2 17.6 30.3 14.3 120 FTG PE 0.0 44 13.0 7.2 13.1 26.2 0.374 TL 12.00 PV 1.4 Pipe: 45 80.7 1.610 PL 4.00 PF 2.6 46 13.0 0.0 20.2 0.0 12.7 120 FTG T PE 0.0 45 13.0 7.2 17.6 30.3 0.213 TL 12.00 PV 1.1 Pipe: 46 544.7 4.260 PL 97.00 PF 7.7 46A 13.0 0,0 27.9 0.0 12.3 120 FTG 4L PE 0.0 46 13.0 0.0 20.2 0.0 0.064 TL 121.00 PV 1.0 Pipe: 46A 544.7 6.360 PL 150.00 PF 2.0 47 10.5 0.0 30.9 0.0 5.5 120 FTG T4L PE 1.1 46A 13.0 0.0 27.9 0.0 0.009 TL 216.00 PV 0.2 Pipe: 47 403.8 4.260 PL 196.00 PF 9.0 47A 13.0 0.0 29.3 0.0 9,1 120 FTG 8L PE 1.3 3 10.0 0.0 21.7 0.0 0.037 TL 244.00 PV 0.6 Pipe: 47A 403.8 6.360 PL 77.00 PF 015 47 10.5 0.0 30.9 0.0 4.1 120 FTG 3L PE 1.1 47A 13.0 0.0 ` 29.3 0.0 0.005 TL 104.00 PV 0.1 Pipe: 48 948.5 6.360 PL 120.00 PF 4.3 48 5.0 0.0 37.6 0.0 9.6 120 FTG T2L P' 2.4 47 10.5 0.0 30.9 0.0 0.025 TL 168.00 PV 0.6 Pipe: 49 948.5 6.070 PL 0.50 PF 2.0 49 2.0 0.0 40.8 0.0 10.5 120 FTG TGA PE 1.3 48 5.0 0.0 37.6 0.0 0.032 TL 61.50 PV 0.7 Pipe: 50 948.5 6.070 PL 2.00 PF 0.6 50 2.0 0.0 41.5 0.0 10.5 120 FTG 2L PE 0.0 49 2.0 0.0, 40.8 0.0 0.032 TL 20.00 PV W7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 01/12/1995 JOB TITLE: PARISIAN PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES FT) K) PSI) (GPM) F.L./FT (PSI) Pipe: 51 FIXED PRESSURE LOSS DEVICE 51 2.0 0.0 43.5 0.0 8.0 psi, 948.5 gpm 50 2.0 0.0 41.5 0.0 Pipe: 52 948.5 6.070 AL 1.00 pF 0.3 52 1.0 0.0 50.2 0.0 10.5 120 FTG L PE 0.4 51 2.0 0.0 49.5 0.0 0.032TL 10.00 PV 0.7 Pipe: 53' 948.5 8.380 PL 50.00 PF 0.6 53 0.0 SRCE 51.2 (N/A) 5.5 140 FTG TLG PE 0.4 52 1.0 0.0 50.2 0.0 0.005 TL 119.16 PV 0.2 NOTES: 1) Calculations were performed by the HASS 5.8.0 computer program dlicense undercensno. gran e 8103H43grantedb y HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.138 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 21.1 ft/sec at pipe 2. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell The LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1. 049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1. 380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1. 610 4.00 8.00 2.00 9.00 6.00 1,00 10.00^ 10.00 2. 067 5.00 10.00 3.00 11.00 6.00 1.00 10.w0 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS n=+, 1/17/199s JOB TITLE: PARISIAN WATER SUPPLY CURVE 120+ 110+ 100+ 90+ P 80+ R | E | S | S 70+ U | R | E | 60*\\\\\\\\\\\\\\\\\* p600psi @ 1000' 0 ' gpm Flow Test Point P | S| I 50+ X 40+ 30+ 20+ LEGEND X =Required Water Supply 51.24 psi @ .1198.5 gpm 10+ 0 = Available Water Supply 59.60 psi @ 1198.5 gpm 0++-+ 4-+------ 400 600 800 1000 1200 1400 1600 1800 2000 LOW (G| 17 4 March 16, 1995 CO CU 0 Mr. Gary Winn Building Dept. City of Sanford 300 North Park Avenue N Sanford, FL 32771 EDN LO O CU 00 RE: Sign Permit Parisian Department Store CO Seminole Towne Center Q Q Sanford, Florida m aJ Q Dear Mr. Winn: M w 5 O z This letter is authorization for the representative from Brasfield and 5 Gorrie to obtain and receive the Parisian permit. I am remitting $175.00 00 for this permit. CUM XO CO o I am available at your convenience to discuss this project further. Please call if you a have need of additional information. ww Thank you, CO Q co 0 m N Carlton Sims 0 Sims Corporation a Oa 0 uEYBEA UndewriterS Hasa V ` Laboratories Inc. NATIONALELECTRIC LIS E0 SIGN ASSOCIATION 03/08/95 09".03 a 205 263 0271 SIGNAGE SPECIALTYIALTY FABRCATIOry March 6, 1995 Mr. Gary Winn Building Dept. City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Sign Permit Parisian Department Store Seminole Towne Center, Sanford, Florida Dear Mr. Winn: Sims Corporation the following is a list of locations and square footage for the proposed Parisian signage. P.01 Exterior building letters - Two (2) sets T-0" *PkA*R"I" 7' x 39' - 273 Square =eeteach. Interior mall signs One (1 } set 2 -6 F A L owel 2'- 6" x 14' - 35 Square feet One ( 1 }set 3'-0" N"- Upp 3' x 16' - 48 Square feet -- I am available at your rice to discuss this project further. Please call if you have need of additional information. Thank you, I Carlton Sims Sims Corporation 2808 DAY STREET P.0 . BOX 9298 M0NT60MERY, ALABAMA 36108 I 205- 262-1919 205-263-0271 FAX I Underwriters Una"],` Uborrrrtorles Inc., uia Ana ft a I f i I 9 i CITY OF SANFORD F-L$E.DEPARTMENT FE'FS FOR SERVICES PHONE` YY?- 407-322-4952 nn 1 3 DATE: Z -2 - j PERMIT # : BUSINESS iNAME: ADDRESS: e),.j r p it l-, PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM 00 AMOUNT COMMENTS: ,' r Sr tr r r. Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. R / I certify that the above information is true and correct and that I will j comply with all applicable codes and ordinances of the City of Sanford, Florida. San -ford Fire Prevention Applicants Signature BO. BOX2 SPRINKLER CO., INC. P. O. BOX 210609 OF TRA MONTGOMERY, ALABAMA 36121 LETTER PH: 205-270-8571 FAX: 205-277-7967(` j L TO: 6 I y c1r" 30 Fre,, Ase- WE ARE SENDING YOU 0.-a THE FOLLOWING ITEMS: Shop drawings Prints Copy of letter jd Plans Change order Specifications Other Sepias N Date Job No. q Attention: , t ll Q..:c ra Go kp Re: a . S c - ul Z LAif.. SeIA r A - NO. COPIES DATE DESCRIPTION 9 S- q ' f S c • 11 ckraklj, II rA- j it teje,11THESE ARE TRANSMITTED AS CHECKED BELOW: For approval Approved as submitted For your use Approved as noted As requested Returned for corrections For review and comment Return Approved Print For bids due 19 Remarks: — Resubmit for approval Submit for distribution Return corrected Return after loan COPY TO: L-. 1 PILGREEN & WHITE CONSULTING ENGINEERS 3201 BELL ROAD ' MONTGOMERY, AL 36116 205) 272-2697 1/ NAME PARISIAN i DATE 2/15/95 LOCATION SEMINOLE TOWNE CENTER, SANFORD, FLORIDA SYSTEM NO BUILDING 2ND. FLOOR SYSTEM "A" CONTRACTOR BRENDLE SPRINKLER CO. DWG. NO. 6 OF 9 CONSTRUCTION IS X NONCOMBUSTIBLE COMBUSTIBLE CEILING HT. VARIES OCCUPANCY IS SALES AREA S * SYSTEM DESIGN IS PER KEMPER SPEC'S * SYSTEM TYPE WET Y S * AREA OF SPRINKLER OPERATION 2500 SQ. FT.* SPRINKLER MAKE T * E * DENSITY .20 GPM/SQ.FT. * SPRINKLER MODEL RECESSED M * * AREA PER SPRINKLER 120 SQ. FT. * SPRINKLER SIZE 17/32" . D * * E * HOSE ALLOWANCE INSIDE GPM * SPRINKLER K = 8.0 S I * HOSE ALLOWANCE OUTSIDE 250 GPM * SPRINKLER TEMP. 165 G N *RACK SPRINKLER ALLOWANCE GPM * CA CULATION * GPM REQUIRED 1146.8 PSI REQUIRED 55.1 AT UNDERGROUND LOOP / SUMMARY * "C" FACTOR OVERHEAD 120 UNDERGROUND 140 W Al 'WATER FLOW TEST * * TANK OR RESERVOIR A * DATE * * CAPACITY T * STATIC ' PSI * RATED CAPACITY GPM * ELEVATION E * RESIDUAL 60 PSI * AT PSI PSI ********************** R * FLOW, 1200 GPM * ELEVATION ' * ELEVATION S * * ,* PROOF FLOW U *********************************************************************** P P * LOCATION 12" LOOP ^ L * SOURCE OF INFORMATION CITY (TO BE SUPPLIED INVEAR FUTURE) Y * CACULATIONS BY HASS COMPUTER PROGRAM (LICENSE # HRS SYSTEMS, INC.AO' ATLANTA, GA I Page: t, SYSTEM HYDRAULICh.CCANALYSIS J. rl!':!''._ r?? t' L! • • 'I :.} ! ! I a..l Ili WATER SUPPLY T^ir..., I','.:! STATIC i:::..::. I: D FLOW AVAIL. TOTAL r'i E QI:. SOURCE I"t :, tC»m PRESS. : PRESS. PRESS. @ DEMAND PRESS. TAG PSI) mi) GPM) Qu GPM) PSI) AbbREGATE FLOW ANALYSIS. TOTAL FLOW AT SOURCE 1146.8 GPM TOTAL r... ii.... .f 1.._...,._.. STREAM RL:_AI1ALLOWANCE e::. ATSOURCE 250.0 GPM OTHER L:. If.:)fsl:::: STREAM AL..a.:_C:1W(lNi;N33 0 1. 031:::'11 i !_! 1 I_.. 1..:.1.•:::ii_,:":Al,t.:!I:. FROM ACTIVE SPRINKLERS 896.8 NODE ANALYSIS DATA NODE TAG ELEVATION AI .a. i•:; NODE . i:= TYPE PRESSURE ',::' DISCHARGE 9 i :..i.. , PSI) GPM) I 0 1 r, ' ;" 9.0 6'..._ 9.0 9 u22 7. 22 1... 26.5 r..' .. 2 2.,'!.,, 9.011 ::: 7.22 11.0 24.0 ter 21.0 1!., ::: 8.00 10.6 r • ., t „ .!.. 9 2 19 K.... 7. 22 e:. I r:T „ 1/ 1 I 7.22 12. 2 1:::`„2 25.2 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/15/1995 JOB TITLE: PARISIAN 2ND FLOOR NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI)' GPM) ' 35 12.0 K= 7.22 12.9 25.9 36 12.0 K= 7.22 15.4 28.3 37 12.0 K= 7.22 18.0 30.6 38 12.0 K= 7.22 20.8 32.9 39 12.0 22.9 40 12.0 25.1 41 12.0 30.4 42 10.0 42.1 43 14.0. 44.5 44 14.0 52.5 45 17.0 54.1 46 18.0 ' SOURCE 55.1 896.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/15/1995 JOB TITLE: PARIGIAN '2ND FLOOR ` PIPE DATA Page 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 1 24.4 1.049 PL 12.00 PF 2.3 ` 2 9.0 7.2 13.7 26.7 9.1 120 FTG PE 0.0 1 9.0 7.2 11.4 24.4 0.188 TL 12.00 PV 0.6 Pipe: 2 51.1 1.049 PL 10.00 PF 7.4 3 9.0 7.2 21.1 33.1 19.0 120 FTG PE 0.0 2 9.0 7.2 13.7 26.7 0.738 TL 10.00 PV 2.4 Pipe: 3 84.2 1.380 PL 0.50 PF 3.2 6 9.0 0.0 24.2 0.0 18.1 120 FTG T PE 0.0 3 9.0 7.2 21.1 ,' 33.1. 0.489 TL 6.50 PV 2.2 Pipe: 4 24.6 1,049 PL 10.00 PF 1.9 5 9.0 7.2 13.5 26.5 9.1 120 FTG PE 0.0 4 9.0 7.2 11.6 24.6 0.191 TL 10.00 PV 0.6 . Pipe: 5 51.1 1.049 PL 9.50 PF 10.7 6 9.0 0.0 24.2 0.0 19.0 120 FTG T PE 0.0 . 5 9.0 7.2 13.5 26.5 0.739 TL 14.50 PV 2.4 | Pipe; 6 313..5 6.360 PL 11.'50 PF 0.1 10 12.0 0 0 22 8 0 0 3 2 120 FTG 2L PE 1 3 6 9.0 0.0 24.2 0.0 0.003 TL 29.50 PV 0.1 i Pipe, 7 24.0 1.049 PL '10.00 PF 1.8 8 9.0 7.2 12.9 25.9 8.9 120 FTG PE, 0.0 7 9.0 7 2 11 0 24 0 0 182 TL 10 00 PV M.5 Pipe: 8 49.9 1.049 PL 10.00 PF 9 9.0 7.2 19.9 32.2 18.5 120 FTG PE 0.0 8 9.0 7.2 12.9 25.9 0.706 TL 10.00 PV 2.3 Pipe: 9 82.1 1.380 PL 3.00 PF 4.2 | 10 12.0 no 22.8 0.0' 17.6 120 FTG T PE 1.3 9 9.0 7.2 19.9 32.2 C467 TL 9.00 PV 2.1 Pipe: 10 231^4 6.360 PL 0.67 PF 0.0 15 12.0 0.0 22.8 0.0 2.3 120 FTG PE 0.0 10 12.0 0.0 22.8 0.0 0.002 TL 0.67 PV 0.0 Pipe: 11 25.7 1.049 PL 8.50 PF 1.8 12 21.0 8.0 12.1' 27.8 9.5 120 FTG PE 0.0 11 21.0 8.0 10,3 25.7 0.207 TL 8.50 PV 0.6 Pipe: 12 53.5 1.380 PL 10.00 PF 3.0 13 12.0 7.2 18.9 31.4 11.5 120 FTG 2L PE 3.9 12 21.0 8.0 i 12.1 27.8 0.211 TL 14.00 PV 0.9 Pipe: 13 184.9 1.610 PL 9.50 PF 2.2 . 14 12.0 7.2 21.2 33.2 13.4 120 FTG PE 0.0 13 12.0 7.2 18.9 31.4 0.235 TL 9.50 PV 1.2 | SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/15/1995 JOB TITLE: PARIVAN '2ND FLOOR PIPE DATA (cont.) Page 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 14 118.2 2.067 PL 3.00 PF 1.7 ` 15 12.0 0.0 22.8 0.0 11.3 120 FTG T PE 0.0 14 12.0 7.2 21.2 3-.2 0.128 TL 13.00 PV 0.9 Pipe: 15 113.2 6.360 PL 6.33 PF 0.0 20 12.0 0.0 22.8 0.0 1.1. 120 FTG PE 0.0 15 12.0 0.0 22.8 0.0 0.000 TL 6.33 PV 0.0 Pipe: 16 26.1 1.049 PL 8.00 PF 1.7 17 21.0 8.0 12.3 28.1 9.7 120 FTG PE 0.0 16 21.0 8.0 10.6 26.1 0.213 TL 8.00 PV 0.6 Pipe:A7 54.2 1.380 PL 8.75 PF 1,9 18 12.0 7.2 18.1 30.8 11.6 120 FTG PE 3.9 17 21.0 8.0 10.3 28.1 0.216 TL 8.15 PV 0.9 Pipe: 18 85.0 1.610 PL 10.00 PF 2.3 19 12.0 7.2 20.5 32.7 13.4 120 FTG PE 0.0 18 12.0 7.2 18.1 30.8 0.235 TL 10.00 PV 1.2 Pipe: 19 117.6 2.067 PL 8.50 PF 2.3 20 12.0 0.0 22.8 0.0 11.2 120 FTG T PE 0.0 19 12.0 7.2 20.5 32.7 0.127 TL 18.50 PV 0.9 Pipe: 20 4.3 6.360 PL 3.50 PF 0.0 26 12.0 0.0 22.8 0.0 0.0 120 FTG PE 0.0 20 12.0 0.0 22.8 0.0 0.000 TL 3.50 PV 0.0 Pipe: 21 29.5 1.049 PL 10.00 PF` 2.7 22 9.0 7.2 19.4 31.8 11.0 120 FTG PE 0.0 21 9.0 7.2 16.7 29.5 0.267 TL 10.00 PV 0.8 Pipe: 22 6f.3 1.380 PL 8.00 PF 2.2 23 9.0 7.2 21.6 33.5 13.1 120 FTG PE 0.0 22 9.0 2 19.4 31.8 0.272 TL 8.00 PV 1.2 Pipe: 23 94.8 1.610 PL 3.00 PF 0.9 25 12.0 0.0 21.1 0.0 14.9 120 FTG PE 1.3 23 9.0 7.2 21.6 33.5 0.287 TL 3.00 PV 1.5 Pipe: 24 30.7 1.049 PL 5.50 PF 3.0 25 12.0 0.0 21.1 0.0 11.4 120 FTG T PE 0.0 24 12.0 7.2 18.1 30.7 0.288 TL 10.50 PV 0.9 Pipe: 25 125.5 2.067 PL 2.00 PF 1.7 26 12.0 T,O 22.8 0.0 12.0 120 FTG T PE 0.0 25 12.0 W0 21.1 0.0 0.143 TL 12.00 PV 1.0 Pipe: 26 l 129.9 6.360 PL 3.00 PF 0.0 31 12.0 0.0 22.8 0.0 1.3 1 120 FTG PE 0.0 26 12.0 0.0 22.8 0.0 0.001 TL 3.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 ' Date: 02/15/1995 i JOB TITLE: PARIAIAN 2ND FLOOR PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES (FT) K) PSI) GPM> F.L./FT PSI) Pipe: 27 25.2 1.049 PL 12.00 PF 2.4 28 12.0 7.2 14.5 27.5 9.3 120 FTG PE 0.0 27 12.0 7.2 12.1 25.2 0.199 TL 12.00 PV 0.6 Pipe: 28 52.7 1.380 PL 15.50 PF 4.4 29 12;0 7.2 19.0 31.4 11.3 120 FTG 2E PE 0.0 28 12.0 7.2 14.5 27.5 0.205 TL 21.50 PV 0.9 pipe: 29 84.1 1.610 PL 10.00 PF 2.3 30 12.0 7.2 21.3 33.3 13.3 120 FTG PE 0.0 29 12.0 7.2 19.0 31.4 0.230TL 10.00 PV 1.1 ' Pipe: 30 1.7.4 2.067 PL 2.50 P' 1.6 31 12.0 0.0 22.8 0.0 11.2 120 FTG T PE 0.0 . 30 12.6 7.2 21.3 33.3 0L126 TL 12.50 PV 0.8 ' Pipe: 31 247 4 6 360 PL 9 3 PF W.0 ' 39 12.0 0.0 22.9 0.0 2.5 120 FTG PE 0.0 . 31 12.0 0.0 22.8 0.0 0.002 TL 9.33 PV 0.0 Pipe: 32 25.2 1.049 PL 12.00 PF 2.4 33 9.0 7.2 14.6 27.6 9.4 120 FTG PE 0.0 32 9.0 7.2 12.2 25.2 0.199 TL 12.00 PV 0.6 Pipe: 33 52.8 1.049 PL 5.00 PF 3.9 . 34 12.0 7.2 17.2 29.9 19.6 120 FTG PE 1.3 33 9.0 7.2 14.6 27.6 0.783 TL 5.00 PV 2.6 Pipe: 34 82.7 1.380 PL 6.00 PF 5.7 39 12.0 0.0 22.9 0.0 17.7 120 FTG T PE 0.0 34 12.0 7.2 17.2 29.9 0.473 TL 12.00 PV 2.1 Pipe: 35 25.9 1.049 PL 12.00 PF 2.5 36 12.0 7.2 15.4 28.3 9.6 l20 FTG PE 0.0 35 12.0 7.2 12.9 25.9 0.210 TL 12.00 PV 0.6 Pipe: 36 54.3 1.380 PL 12.00 PF 2.6 37 12.0 7.2 18.0 30.6 11.6 120 FTG PE 0.0 36 12.0 7.2 15.4 28.3 0.07 TL 12.00 PV 0.9 Pipe: 37 84.9 1.610 PL 12.00 PF 2.8 38 12.0 7.2 20.8 32.9 13.4 120 FTG PE 0.0 37 12.0 7.2 18.0 30.6 0.234 TL 12.00 PV 1.2 Piped 38 117.8 2.067 PL 6.00 PF 2.0 39 12.0 V.0 22.9 0.0 11.3 120 FTG T PE 0.0 / 38 12.0 7.2 20.8 32.9 01121 TL 16.00 PV 0.9 ' Pipe: 39' 447.9 6.360 PL 251.00 PF 2.2 ^ 40 12.0 0.0 25.1 0.0 4.5 120 FTG T8L PE 0.0 _ 39 12.0 0.0 22.9 0.0 0.006 TL 353.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 02/15/1995 JOB TITLE: PARISIAN'2ND FLOOR PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES (FT) K) PSI) GPM) F.L/FT PSI) Pipe: 40 448.9 6.360 PL 330.00 PF 2.1 40 12.0 0.0 25.1 0.0 4.5 120 FTG L PE 1.3 . 6 9.0 0.0 24.2 0.0 0.006 TL 339.00 PV 0.1 ' ` Pipe: 41 896.8 6.360 PL 155.00 PF 5.3 41 12.0 0.0 30.4 0.0 9.1 120 FTG T5LG PE 0.0 40 12.0 0.0 25.1 0.0 0.023 TL 233.00 PV 00.) Pipe: 42' 896.8 6.065 PL 6.00 PA 2.2 42 10.0 0.0 42.1 0.0 10.0 120 FTG TLGA PE 9.5 41 12.0 0.0 30.4 0.0 0.029 TL 76.00 PV 0.7 ^ Pipe: 43 896.8 6.065 PL 6.00 PF 0.7 43 14.0 0.0 44.5 0.0 10.0 120 FTG 2L PE 1.7 42 10.0 0.0 42.1 0.0 0.029 TL 24.00 PV 0.7 Pipe: 44 FIXED PRESSURE LOSS DEVICE 44 14.0 0.0 52.5 0.0 8.0 psi, 896.8 gpm 43 14.0 0.0 44.5 0.0 Pipe: 45 896.8 6.070PL 1.00 PF 0,3 45 17 0 0 0 54 1 0 0 9 9 120 FTG L PE 1 3 44 14.0 0.0 52.5 0.0 0.029 TL 10.00 PV 0.7 ' Pipe: 46 896.8 8.380 PL 50.00 PF 0.5 46 18.0 SRCE 55.1 N/A) 5.2 140 FTG TLG PE 0.4 45 17.0 0.0 54.1 0.0 0.004 TL 119.16 PV 0.2 NOTES: - 1) Calculations were performed by the,HASS 5.8.0 computer program under license no. 8103H 43 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta GA 30345 2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalancec at any node do f 0 084 gpm, 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 19.6 fX/spc at pipe 33. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 02/15/1995 JOB TITLE: PAR1SIAN' 2ND FLOOR 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.06 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 6.065 1400 30.00 9.00 32.00 10.00 3.00 28.00 19.00 J SPRINKLER SYSTEM HYDRAULIC ANALYSIS i Date: 02/15/1995 JOB TITLEr PAWSIAN' 2ND FLOOR WATER SUPPLY CURVE 110+ 100+ 90+ / R | E | S | ' S 70+ U | ' R | 60.0 psi @ 1400 gpm Flow Test Point P | S | X I 50+ 40+ 30+ 20+ LEGEND X = Required Water Supply 55.09 psi @ 10+ 1146.8 gpm 0= Available Water Supply 60.31 psi @ 1146.8 gpm 0++-+--- +---- ----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW GPM) L