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Home My WebLink About1050 Central Park Dr; 01-1067; NEW INDUSTRIALPERMIT ADDRESS CONTRACTOR ADDRESS PO 4!567/— 1/ 71-36 6 La& lk4m,,w— FL. ,-7 PHONE NUMBER 3 Z3 PROPERTY OWNER P f J L ADDRESS 186I CJV' 6a w 3 Z7 -2/ PHONE NUMBER ELECTRICAL CONTRACTOR lX / 4 MECHANICAL CONTRACTOR ne- PLUMBING CONTRACTOR 6F MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # D I ' 106 % DATE PERMIT DESCRIPTION yam) ' PERMIT VALUATION 600 SQUARE FOOTAGE / (ouS ere C0 „ 0 w. Fwc w- e-c M(-,(m k 11-\))"( d 0 z r7l In En CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Total Contract Price of J Describe Work <a2l(5 Type of Construction Number of Stories Occupancy: Residential PERMIT NUMBER ] Total Sq. Ft. V (Flood Prone / ( YES Number of Dwellings Zoning _ Commercial Industrial_ LEGAL DESCRIPTION please attach printout from Seminole County) TAX I.D. NUMBER OWNERS ' S PHONE NUMBERS ADDRESS : p ;- CITY STATE ZIP A272 TITLE HOLDER (IF OTHER THAN OWNER) SC OA tLO ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT SjtJ $Y1s ADDRESS CITY 0 STATE i ZIP -7 MORTGAGE- LENDER J ADDRESS CITY STATE ZIP CONTRACTOR ,IGL e Q CC) v .O PHONE NUMBER ADDRESS 0 ST. LICENSE NUMBER C—O 7Z— CITY N STATE ZIP 4/ 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. P a a 3 O ro x A Z a. a O >. 4 o u a O N ? Z a F CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY TH OF THE PROPERTY OF HE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. ID0D O h gnature of Owner/Agent & Date:fliqrlature of Co tra tor & Date rOn a 6p t- z Type orfPrint Owner/Agent Name Type or Print Contractor's Name d N bl--/i-o/ 0 S'ignafture of Notary a e Sign ure of Notary & Date t' I TAHY - My Comm Exp. 4/2=002 OF Ft STEPHEFI C. ESIER w PUBUC No. CC 736402 TAHY My Comm Erp. 4/2312002 F asoroly Krawc+ l 1 Gunn I.D. A PUBLIC > No. CC 736402 i- Yv t I Ouur LD.' .• - k+{` Approved ateApplication ' FEES: Building ~ l Radon a • Police o74'3'O i Fire _ " Open Space Road Impact A plication PERMIT VALIDATION: CHECK CASH DATE BY CUSTOMER) ORIGINAL (BUILDING) YELLOW CUSTOMER PINK (COUNTY TAX OFFICE) GOLD (C ADMIN) I THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE c -q April 16, 2001 City of Sanford Building Department 790 Monroe Road (CR-15) Sanford, FL 32771 Mailing Address: P.O. Box 471366 Lake Monroe, FL 32747-1366 Phone (407) 323-1150 Fax (407) 323-9304 Re: Temporary Power Request for 1050 Central Park Drive, Sanford, Florida To Whom It May Concern: I, Joe Rowe, understand that we will not be able to occupy our new facility located in Sanford until a final Certificate of Occupancy has been issued by the City of Sanford. I agree to these terms and request that you approve our request for temporary power for construction at our facility. Thank ou, e Rowe irect Furnishings Inc. Since 1973 02/08/2001 15:15 4073239304 MCKEE CONSTRUCTION 1 PAGE 02 uurrr ro: tcnaysc serraodresseJ stamped envelope).'A ,,_,tir :- '(! ` (• l IM,' •i.` COUNTY. ' L Namc: JAMES A. BARKS ERK OF. CIRCUIT CCUP O1'. )EC & n Attorney at Law % u 1 1120 West First Street, Suite B Sanford, FL 32771 0 39393 O ' Jp"r This ument Prepared by: JAN 19 2Q01 MES A. BARKS FiECiE1VEpttorneyatLaw to1120westFirstStreet, Suite B rnSanford, FL 32771 Property Appraisers Parcel identification (Folio) Number(s): 28-19-30-5NR-0000-0360 Permit No. NOTICE OF COMMENCEMENT w STATE OF FLORIDA COUNTY OF SEMINOLE The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter713. Florida Statutes,. the following information is provided in this Notice of Commencement. I. Description of. property: (legal description of the property, and street address if available) Lot 36, SANFORDCENTRALPARKPHASEIIAMENDED, according to the Plat thereof as recorded in Plat Book 54„Pages 8, 9, and,10, of the Public Records of Seminole County, Florida. Street address: _ Central Park Drive, Sanford, FL 32771 2. General Description of improvement: Construction of commercial building 3. Owner information: . a. Name and address: Joseph R. Rowe and Jul-re-G. Rowe, husband and wife, 1801 eacon Dr., San ord, FL 32771 b. Interest in property: Fee simple c. Name and address of fee simple titleholder (if other than Owner): 4. Contractor: (name and address) McKee Construction Co., 790 Monroe Road, Sanford, FL 32771 a. Phone number; (407) 323-1150 b. Fax number: (407) (optional, if service by fax is acceptable). 5. Surety a. Name and address: NIA b. Phone number: c. Fax number: (optional, if service by fax is acceptable). d. Amount of bond: 6. Lender-: (name and address): COMMUNITY NATIONAL BANK OF MID-FLORIDA. 3001 West Lake Mary Boulevard, Lake Mary, FL 32746. a. Phone number: (407) 323-8485 b. Fax number: (407) 323-8325 (optional, if service by fax is acceptable). 7. Persons within the State of Florida designated by Owner upon whom ngtices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes; (name and address) a. Phone number: b. Fax number: (optional, if service by fax is acceptable). 8. In addition to himself, Owner designates the following persou(s) to receive a copy of the Lienor's Notice as provided in.Section 713.13(1)(b), Florida Statutes: JAMES A. BARKS, Attorney at. Law, 1120 W. First Street, Suite B, Sanford, FL 32771; COMMUNITY NATIONAL BANK OF MID-FLORIDA, 3001 W. Lake Mary Boulevard, Lake Mary, Florida 32746. a. Phone number: (407) 321-1224-James A. Barks; (407) 32 3-8485 -Community National Bank of Mid -Florida b. Fax number:(407) 321-1467-James A. Barks; (407) 323-8325-Community National Bank of Mid -Florida optional, if service by fax is acceptable). 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless ii. different date is specified) a1 eph R. Rowe, Owner Jul re <`Rowner Sworn to and subscribed before me this 91° day of January, 2001. I have relied upon the following identification of the Affiants: Personal Knowledge CER- rFIED COPY MARY;=•. NNE M+y CLERK i{F CIRCUI COUd Notary Public E NTY. OR er Jwnu A Barks 8 4*my Commrsxbn cc7017as EPU7~ AN IQ ZMA ..""e Expires January 24, 2dO2 FEMA RECd SLAB REC'd INSPECTOR E REQUEST FOR FINAL INSPECTION I CERTIFICATE OF OCCUPANCY/COMPLETION ! NEW INDUSTRIAL BUILDING**** DATE ` 4 J 3 +0 1 PERMIT # V ( — ( OU1 ADDRESS- 517 211)-' & i PCA- C IL PROJECT CONTRACTOR' l Cep 1 S IY G\tl The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation J ( n I Engineering dFire Public WorksZoninq Utilities Licensing Conditions: ( to be completed only if approval is conditional) FEMA REC' d SLAB REC'd_ INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW INDUSTRIAL BUILDING**** DATE q 3 u.'D L PERMIT # V — ADDRESS - L 05o Cen'),,r-G- i Per L -i PROJECT R Qw CONTRACTOR Mc e-C, COr).S yudG Z>o The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineeri Public Works VL 2•61 Zonin Utilities Licensing Conditions: (to be completed only if approval is conditional) CITY OF SANFORD. FL UTILITIES DEPARTMENT REQUEST FOR FINAL REINSPECTION DATE ADDRESS /0 5'D y,: CONTRACTOR )4 % E,g THE BUILDING DEPARTMENT I ZS PREPARED A C.OF 0. FOR THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS ' DENIED DUE O. UTILITY RELATED ITEMS. THE CONTRACTOR IS REQUESTING A. REINSPECTION OF RELATED ITEMS AND 1S NOV,,' AS FOLLOWS. c INSPECTOI r<-cSx!?5,i J e c-'.=ti•'x.r.it--`R? v..,e-.i=cam'--i rrr-a•;_sa?-.. a yt.-.r_t c-y-..orCTc=.i ti?1.2_gT!'ci/ii s.i=t Z s'.r,`.. s..t = xz'tiC s tit t s e:i.+sn'1:3J e•:.:i.:;:•J.ti o:c,: Cx- ^.:._...i.,, _._ _ i OWNER: 2 w; ADDRESS: DATE: REASON FOR DISAPPROVAL:_ C-/ 6 %YS 1Lc'7olt I RJR, G 06h14/-71 i-77/,4-c#fE6 CONDITIONAL AGREEMENT: FIRE DEPARTMENT UTILITIES PUBLIC WORKS ENGINEERING FEMA REC'd JV SLAB REC' INSPECTOR C) REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETIOU. NEW INDUSTRIAL BUILDING"" AX\ z- DATE -3 PERMIT # ADDRESS- 05D C, en )-,rc, i Pc, r L Q gj T3 PROJECT CONTRACTOR C ec' Cor).S-`-ULk, o Ci i:-- C-1 ot) I tz Q The Building Division has received a request for a final inspection"'and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Utilities 7 7- NCY nin sin 11 FEMA REC'd Jv SLAB REC'd_ INSPECTIOR I REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION I I F I 1pH.e **** NEW INDUSTRIAL BUILDING****:j DATE PERMIT # V ( ADDRESS - PROJECT Cell G- Pc,r iL ( tj PROJECT - it CL CONTRACTOR' M*C ec, Corys i1YUc. Z)o c 3 L,i CL W.I_t h The Building Division has received a request for a final inspection and a o Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Utilities Conditions: (to be completed only if approval is conditional) censin FEMA REC'd fv SLAB REC'd_ INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW INDUSTRIAL BUILDING**** DATE PERMIT # V — ADDRESS- S -r& i PC.-r iL PROJECT CONTRACTOR' " l C e Cor1.S IY Uuk )o The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire l. Public Works_ Zoning Utilities Licensinq 790 Monroe Road (Cry-15) Sanford, FL 32771 Maifing..Addressc 6? ©: Box 471366 Lake Monroe, FL 32747-1366 Phone (407) 323-1150 C-- /AA7\ 9n4 n'301.A I GLA ,-TV r I VC-O.J , May 7, 'vv i 11)1 Dept. Fire Crept. inspector City of Sanford KPtPren/'P New facility for Dirart Furni-shinlg-s inratPrd at-isijrt f-'intrq! Park 1_irI VP.. i, 3oseph Rowe, President of Direct Furnishings, du attest to the fiki i am under cuniract to American Fire Co. for the monitoring of the Fire Sprinkiers system in my new faciiiiv addressed above. ` - This relieves McKee Construction Co. & the City ofSaniord from any liability & hold firem harmless ire the event there is afire uniii this nronhoring is activaied. i will be paying; I'm inn niuniiuring io be duce thru my urirce. FEMA REC' d SLAB REC'd_ INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW INDUSTRIAL BUILDING**** DATE 3 . PERMIT # V (— t 0(4 ADDRESS - l (D5D 211 G i Pc t iL PROJECT CONTRACTOR C 2 Cor).S 1Yuc`k)o The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engine( Public 1 Utilities Conditions: (to be completed only if approval is conditional) 1 o H-0-41 1 1Central Park D Direct i C tit, y ' CITY OF SANFORD PERMIT APPLICATION7 , e 7PermitNo.: / Date: -0 Job Address: S 7/ O 66k Parcel No.: Description of Work Type of Constructio Attach Proof of Ownership & Legal Description) n: - Flood Zone: Valuation of Work: $ / , _), $,0 Occupancy Type: Residential 0 Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: ;t.) rL Address: City: Phone No.: Contractor: l/ Ll , /7 , 3d771 u State: f-Z Zip: S z 771 Address: 7C) h(O-g"T'(f J i City: G Lt%-Il. State: - Zip: State License No.: Cr7dl%0 d A7r / Phone No.: `'b% '- . . j - S ( ( Fax No.: r _ ` fa1 , / ,f . f Contact Person: &4c- CAIa Phone No.: /AI%' 7`77 3 t(S76-tL Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Address: Phone No.: Fax No.: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING 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. 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 r uirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date SigrGre H of// Contractor/ nt Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date aignature = we of Florida Date ANN M. JOFiivSONI MY COMMISSION # CC 9218QBj s EXPIRES March 9rFOF FIa P — BCIIf1P,^ rh'u BJd El N I ! Owner/ Agent is Personally Known to Me or Contr or/Agent is Personally Known to Me or Produced ID Produced ID t-. , _"2.Ls;?,k) APPLICATION APPROVED BY: Date: _'-/ '7 -•-I, Special Conditions: dme4'u - CJ 1/KPi 46, Special Hazards Engineered Fire. Systems May 18, 2001 City of Sanford Building 'Department OO North Park Ave. Saj.116rd.; F 1.32771. Reg Authorization to pick up pen -nit from. Building Dept. To Whom It May Concern: Please accept this teeter as authoriZ ation for Mike Gagnon to apply and pick. up permit papers on behal f of Terry Hall for American Fire Company. Project Direct Furnishings, 1.050._Cent_ral :Park Dr., Sanford, 1. 3?7 %1. Should you have any questions "egardin.g this mutter please f el free to contact us at .407-331-5566. Sincerer, f -ry HI' i . l.'•S1.I r nt L 01- CLA w , Susanne Jansons 4Q** Commission CC683729 iqp Expires September 28, 2001 P.O. Box 520218 0 Longwood, Florida 32752-0218 0 (407) 331-5566 7 P CITY OF SANFORD FIRE DEPARTMENT A ri V\' FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 ( DATE: l RMIT #: ©/ / 7// BUSINESS ADDRESS: SS DIC-. PHONE NO.Yp-] r'—FAX NO.: CONS, . INSP. [ ] C / O 1NSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] c F.-.A.....[__ F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT ERMIT [ ] T K PERMIT [ ] OTHER [ ] TOTAL FEES:. $ COMMENTS: Address / Bldg;. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. PER UNIT SEE BELOW) A N Square Footage Fees per Bldg / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that 1 will comply with all applicable codes and ordinances of the City of Sanford I orida. , Sanford Fire Prevention ivision A WSignatur EMSTM FEATURES UL 8,64 Listed for NFPA 71 0 Can be Used Stand Alone or as a Slave Communicator. Four Fully Supervised Inputs Downloadable for Remote Programming, Control and Monitoring Fuseless Overload Protection with Automatic Reset Circuitry and Fault Indicators Dual Phone Line Interface Automatic 24 Hour Test Reports in SIA and Most Major Communications Formats 7 DESCRIPTION The Silent Knight Model 5104 is an, 4-zone fire control The Model 5104 conducts an automatic. self -test every 24 communicator. It is designed specifically to offer digital fire hours —at a time you select —and sends a report to the central reporting over ordinary telephone lines rather than costly station. It uses the industry standard SIA reporting format as leased lines. well as other major formats to transmit to most central station receivers. The Model 5104 is approved for use in applications required to meet UL 864 and NFPA 71 requirements. These requirements The communicator will signalignal activation and restoration and include the monitoring of local evacuation controls. The 5104 1 trouble condition 'of -the fou Cs There is one Styles; on any 'fourinputs. will monitor dry contact alarm and trouble outputs and transmit D (Class A) input, and three Style A. (Class B) inputs. If an a separate code for each. application requires adifferent input configuration, the individual input styles may be changed, by -using a Model7181 Fire Zone The Model 5104 can be used stand alone to monitor sprinkler Converter Module- The 71.81- also allows use of two -wire type systems for waterflow, supervisory, and gate valve tamper smoke detectors, instead of 'the normal four -wire contact type, conditions. It can also be used stand alone for automatic fire detection for automatic firedetection applications. system for structures that are not required to have a fire alarm - system but want propertyprotection otection (to -callthe fire single,-.-pr6gramma le- output is -for e iler-- Cl -for alarmor:diz department after hours). failed conditbns-- This out Gt, cannotbe usedfor evacuation - The M y supervised.. Its microprocessor constantly WX 5, N runs g ms tomonitor pbattery, hone i iy 'h - .. F_ mod' 4ri F S- }: .,, y"lv i'"'y Hi a;r cs a1's`'n i k- .i'`- '"" ,.3 x - y,::: iuL -a `: x a..x. Y+ • : e.,3 r-'y1 '£.;rf`'k-pa.-. r t3 y 7 +. y i...' r n,- aerb d t*• ... J++ a ''k'`y sr5. _,yya 1- ws 4:: rs <-:3i ..r+ttt 4PRC+GRAiVII1 ING.._ 3•^EY Le`, 9,.,,}. F1S v - If'Y3•+'tN, . r.h\d =. Y.rri,{+A '""y: Y'".7 y? F4•L *}W;F The 5104 can be'-ro rammed through the. use of the optional Downloading software'fulodel 5541, includes both 3Y2 ,& 5Ya" P 9 s Model 5230 remote alphanumenc`annunciator Programming disks and is designed to be used on a:IBM' rcompat blerPC s, options iriclude: telephone numbers, reporting format account It also requires use of a Silent Knight Model 5530 modem TheP s number, loop response times (electronic retard), test time downloading software also contains programs -for other outputacUvation;.userand installercodes ,System programming Knight downloadable products.r isstoredinanon-volatile EEPROMchip which isreprogrammable hundreds of times. The 5104 accommodates up to three rem_ ote a " y annunciators via a four -wire connection. A quick -connect plug' SPECIFICATIONS':. allows temporary connection ofthe annunciator for programming: - rs ELECTRICAL SPECIFICATIONS: i I r L.`} ti!.t`.5 •-di"'!" ' IYa" i. .?SF a. C"2L 6_.'.ti'`;'1CS JkrL'... 7,. ,tk"k KYF•t1 x.r. 2 Slave Applications Input: 24 volts DC from a UL Listed Fire Control Panel Total DC load: 75ma minimum ga 24 volts DC 600ma maximum @ 24 volts DC Stand Alone Applications Input: 120 VAC 60 Hz. 40 watts Standby: 12volt 6 5amphourrechargeablebattery(supplied) 5230 Remote Annunciator (three maximum per system) Load: 60ma standby 120ma alarm 5230 Programming can also be accomplished through the use of the INDICATOR LIGHTS-(LED'S): Silent Knight Model 5521 desktop programmer.. The 5521 also . Power On (Green) programs other Silent Knight products and can be used to copy • Trouble Silenced. (Yellow) Until Trouble is Cleared EEPROM chips on. Dialer Failure (Yellow) Telephone Line FaulY(2 Red) Inside Cabinet at r ;` L1 and L2 Inputs MIJ.PWR on TELEPHONE REQUIREMENTS: y - FCC Registration,#:. AC698R-174627AL-E Ringer Equivalence 0.013 Type of Jack: RJ31 X (2 required). s w MECHANICAL SPECIFICATIONSe Dimensions: 121/ 4' W x 151/4" H x 3" D 31.1 cm W x 38.7cm H x 7.6cm D) Weight: 15. lbs. 6.75 kg.) Color: red i - 5521 OPTIONAL ACCESSORIES: 5230 Remote Annunciator/Programmer 5521 Desktop Programmer DOWNLOADING 5530 Modem Downloading can be used to both remotely program the 51.04 . 5541 Download.Software and to check system status. Remote programming allows the '_ 7181 Fire Zone Converter Module installing company to view the existing program, modify it, and 7860 Telephone Connecting Cord for . if RJ31 XJack (2 required) necessary, troubleshootthe -system.---.—.-- -- _- APPROVALS UL Listed UL864/NFPA 71 r s yg CSFMApproved 3x ss If .' o-n..... .. .. _` nnw `_^"' i r. 4 e-t:=51.a 3t. arx1 -::, .. .`. ' : .:+m+'.t?ilY .->w."='. rCAKUKMZ 0Q6A1.AY I-E4279Vol0. 11 Unique optical sensing chamber: Superior signal- to-noise ratio. p,Ql Built-in signal processing. 3.0% nominal sensitivity. 5, M 4. a Removablecoverforfieldcleaning. Visible. LED " blinks" in standby. Sealed against dirt,. insects, and back pressure. Built-in 135°F (57°C) thermal. (models TH, AT, AIT only). Three-year limited warranty- SMS. Field metering of detector sensitivity (using MOD400R). 3. Built-in test. capability. Low standby current. Twist -on mounting bracket with tamper option. VAR Designed, for direct surface or electrical- box mounting. Built-in 85 dBA. piezoelectric horn (models AT and AIT IM, ROD - MD only).. Insect screening ( 0.0207/0.508 mm openings). Isolated or integrated' operation of thermal available. SEMS screws for easy wiring.. The built-in piezoelectric horn produces an interrupted 65 dBA tone. The horn operates when the unit senses smoke,,, APPLICATIONS or when the thermal reaches its alarm point (integral: ther- Use to contribute to life safety., fire protection, and property mal models only). conservation. Photoelectric detectors are recommended INSTALLATION in areaswhereslow. smoldering -fires -are likely to ignite. In areas where small combustion particles are usually Model 2400 detectors are designed for systemsuse with present from. fork- lift trucks, cooking stoves, etc., they are UL listed control panels. See panel Compatibility Chart to less likely than ionization detectors to produce false determine maximum number of detectors- per zone. Easy alarms. to install and maintain, this detector is designed for direct surface mounting mounting bracket included), or mount - CONSTRUCTION AND OPERATION ing to a 4" octagon or smaller box. Easy -to -wire screw ter - All System Sensor 2400 , Series. photoelectric smoke . de- minals allow fast and. simple fieldwiring of in, out and tectors contain a unique optical sensing- chamber de- remote annunciator connections...:. signed to sense the presence of smoke particles pro- Consult control panel specifications for the -maximum al- duced by a widerangeof combustion.sources and meet lowable loop resistance for the particularcontrol pa'n6l to, pe rformance criteria. designated 'by UL 268., A new.cus--- be used. A tom integrated circuit incorporates ` signal processing to To prevent wiring mistakes,:'observe `.j-oI" and` make reduce false alams-and:sam ple/ holdcircuitry toProvide---cerain that each i;C0 VLW0 eeasyvfieldmetering of sensitivity -.Additional key features laton and MaintenancerstructionssPaC<aitti-.ea6h,i of AWAIT models ihdiUdL-'available fisolation ',ofthe thermal detector .' -For further , inf6ri-hatibn.rdfd5to'NFPA 72 and to f 2- Y._v.auc.: an IIV VII: uYJI,...Ull l,.-d11U IIISt.'GLS 2400 n -._.,"•J'3^I'Ei rEa'i'J. u 1 yF - Photoelectna Smoke Detector 2_ wires Sur k tThebackofthedetectorissealedThechamberisprotectedfaceMounts x" by a fine mesh;screen Testing is accomplished.by insertion _, xx of a 0.1" (2 54 mm) max diameter tool If cleaning is required, : 2400TH - Photoefectnc Smoke Detector with built in it is easy to remove the cover and obtain access to the screen 135°F (57°C) fixed temperature thermal, wire Surface Mount tandchambertoperformathoroughcleaningxyV2400ATPhotoelectricSmokeDetectorwithintegral _," ENGINEERING SPECIFICATIONS 1350F"(570C) fixed temperature thermal, andSmokedetectorshallbeahotoelectronicptype (model 2400) 85 dBA horn, 2 wire, Surface Mount or a combination ph otoelectronic/thermal (model 2400TH) 2400AIT 'Photoelectric Smoke Detector with isolatedwiththermalsensorratedat135OF (57°C): as manufactured 135°F (57°C) fixed temperature thermal, andbySystem. Sensor. Wiring connections shall be made by 85 dBA hom, 2 wire, Surface Mount:-`- means of SEMS screws.-- The detector will have a visible LED MOD40OR Field Test M"odule for ail of the System Sen- which will blink in standby and latch on in alarm. The detector shall have a nominal sensitivity of 3% per foot as measured sor 2400 Series Smoke Detectors. RA40OZ . Remote Annunciator"(LEDintheULsmokebox. The detector screen and cover should (ED) Mounts to be easily removable for cleaning. It shall be possible to per single -gang box form, a"sensitivity'and functional test without.the need.of gen- erating smoke Detector circuitry shall perform a, self test on the sensing chamber and internal electronics every 40 sec- NOTES for GENERAL SPECIFICATIONS. ondp g• ) pitryfails', the ED Thesdete torushall have a mountingrLbracket lthat allows for 2 1) Maximum air velocity Control " panel must limit current to 100 mA or less. mounting to a 3-1/2 (88.9 mm) or 4 (101.6) octagonal or a 4" for photoelectric sensor opera - square electrical box.. bon, is: 3,000 feet (914.4 m) per minute: 31 Relative humidity range; 10 to 93% (non -condens- ing). GENERALSPECUICAT1®NS 5 _{ Model24,00 Model2400TH Model2400AT Model2400AIT Control Panel:''Applicatlons ', 2-wire 2-wire 2-wire 2-wire Built-in Thermal No ._- Yes Yes _ Yes (Isolated) Visual LED Local: Alarm,_,,.-,,._ Yes` Yes Yes YesS. Remote LED Annunciator Capability Yes Yes ` Yes'`: Yes Operating Voltage Range 8.5 to 35 VDC 8.5 to-35 VDC 10 to 32 VDC 10 to 32.VDC: Current Limit, Standby (maximum) : 120 pA 120 pA 120 pA 120 pA '. Current Limit, Alarm (typical) see NOTE 1) see NOTE 1) 15 mA @,1 VV 15 mA @ 10 V Current. Limit, Alarm (maximum) see NOTE 1) see NOTE 1)' 67 mA @ 32 V _ 67 mA @ 32.V 48"mA@24V 48mA@24V Reversed Voltage (non -alarm) " 5MA@10V 5mA@10.V 15mA.@24V_ 15mA@24V 19mA.@32V 19mA:@32V Alarm. Signal Shunt on Shunt on Shunton Shunt on : power leads. power leads. power leads. power leads. Wiring Diagram: 2400, 2400TH, 2400AT Wiring Diagram: 2400AIT O EOL O Resistor. SMOKE DETECTION LAOP ooz 3" t 3 Remo 1 3 -x rywz 3;t2 1 EOL Resistor M TOTAL = 0.18012A s STANDBY BATTERY REQUIRMENTS. 0.07512A X 60hrs. STANDBY = 4.5072AH ALARM BATTERY REQUIRIVIENTS: 0.18012A X 0.084 (5 MIN ALARM) 0.01514AH I TOTAL AMP HOURS REQUIRED: 4.5072AH + 0.01514AH = 4.52234AH 6.5AH BATTERY SUPPLIED FEDERAL EMERGENCY MANAGEMENT; AGENCY p.M:B: No. 3067-0077NATIONALFLOODINSURANCEPROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 I SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME tA/ Policy Number I BUILDING STREETADDRESS (Including Apt., Unit Suit and/or Bldg. OR P.O. ROUTE AND BOX NO. Company NAIC Number CITY n STATE ZIP CODE `. Z77 d T Numbers, Tax Parcel umber, Le al D scr' bon, etc.) PROPERTY SCRIPTION{Lotand Bloc dumb N e , L ,Pc A,aSG ' uVlLull`IV. VJG ku.y., R651uumldl, Nun-reslueml i, mooiuon, Rc ssory; etc.. use comments. section if necessarf.) . I - - LATITUDE/LONGITUDE (OPTIONAL) . HORIZONTAL DATUM. SOURCE:. I,GPS (Type:# -# or ##.###) J ;< USGS Quad MNAD 1983ap I LI Other. SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION F & COMMUNITY NUMBERJ62. COUNTY NAME cl d S f 81. FIP COMMUNITY NAM B3. STATE I B4. MAP AND PANEL 85. SUFFIX B6. FIRM INDEX B7. FIRM PANEL "B8. FLOOD B9. BASE FLOOD ELEVATION(S) I NUMBERATEEFFECTIVEVIDDATEZONES) (Zone AO, use depth of flooding) 21)-7c oo o a / 1310. Indicate the source of the Base. Flood Elevation (BFE) data or base flood depth entered in B9. I_ I FIS Profile. (J FIRM LJ Community Determined LJ Other,(Describe; 311. Indicate the elevation datum used for the BFE in B9: I I L GVD ,1929 _ NAVD •1988 J Other (Describe: ) 312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_I Yes = lLir o i Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 31. Building elevations are based on: I_IConstruction Drawings I'IBuilding Under Construction* LL4Kjnished Construction A new Elevation Certificate will be required when construction of the building is complete. 2. Building Diagram Number D (Select the building diagram most similar to the building for which this certificate is being completed see pages 4 and 5. If no diagram accurately represents the building, provide a sketch or photograph.) ! 133Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1.430, V (with BFE); AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO I Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the':BFE in Section B, convert the datum to that used for the BFE Show freld'measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section.G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used'appear on the. FIRM? L_I Yes. I_I No Oa) Top of bottom floor (including basement pr enclosure)'IN 5 b) Top of next higher floor c) Bottom of lowest horizontal structural member (V zones only) m I O d) Attached garage (top of slab) ,J A ( ) $ ft.(m) E e) Lowest elevation of machinery and/or equipment w servicing the building ft.(m)' :E f) Lowest adjacent grade (LAG) 33 ft:(m) z g) Highest adjacent grade (HAG) h) No. of permanent openings (flood vents) within 1 ft. above.adjacent grade 8 i) Total area of all permanent openings (flood vents) in C3h sq. in.'(sq. cm) i 3 g! SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ... 1 This certification is to be signed and sealed by a land surveyor, engineer; or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C'on this cediricate-represents my best efforts to interpret the data available. ' 1 understand that any false statement may be punishableb rive orim risonment under 18 U.S. Code, Section 1001. 5... 43 CERTIFIER'S NAME - LICENSE NUMBER R. L. Roberts 3144 TITLECOMPANYNAMEPresidentp„k, +,.--_.° .._:..: _ 185 North Co ntr Cl b Road T STATE ZIP CODE Lake Mar FL 32746 SIGNATUREDATE5. OZ D/ P3L-CL13 EMA Form 81-31, AUG 99 SEE REVERSE SIDE FOR C(*T01 IATinnl ar=oi Ar`F(Z Al 1 DOM11e), 10 r l, .,1 MPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: UILDING STREET ADDRESS (Including Apt., Unit,.Suite, and/or.Bldg No.).OR P.O. ROUTE AND BOX NO. Policy Number PITY STATE ZIP CODE Company NAIC Number SECTION .D -SURVEYOR, ENGINEER, OR ARCHITECT. CERTIFICATION (CONTINUED) ' opy both sides of this Elevation Certificate for (1) community. official,. (2) insurance agent/company, and (3) building owner. _ 0MMENTS I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONES AO and A (WITHOUT BFE) I Zones AO and A (without BFE), complete Items.E1 through.E3_ If.the.Elevation:Certirrcate is intended for use as. supporting information a LOMA or LOMR-F, Section C must be completed. Building Diagram Number. (Select the building diagram most similar toahe building for which.this certificate is being completed — see pages 4 and 5. If no diagram accurately represents the.building, provide a sketch or photograph.).. The top of the bottom floor. (including basement or enclosure). of. building is° , I_I-i ft.(m) I I Jin.(cm) Li above or I below check one) the highest adjacent grade. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1 Yes' I 1 No 1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY. OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION he property owner or owner's authorized representative who: completes` Sections A, B; and E for Zone A (without a'FEMA-issued or mmunity-issued BFE) or Zone AO must sign here: OPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESEN TATIVE's NAME. _ DRESS CITY STATE` ZIP CODE IGNATURE DATE TELEPHONE IVIIYICIYIJ 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) b local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can completeIrlinnc4Ri` fn C\ nil (] of+k;, CL, .,ti.... l...aR...... /+L.....L I.x'......I:.... LI_ _..i__ __ _ _ __.._ - rr.,.. .. .......... MIIM Vlyll YVIV... I The information in Section C was taken from other. documentation that has been signed. and embossed by a licensed surveyor, . engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the. elevation data in the Comments area below.) A community official completed Section E for a building located in Zone A (without a. FEMA-issued or.community-issued BFE) or Zone AO. L_I The following information (Items G4-G9), isprovided for community floodplain management purposes. 4. PERMIT NUMBER G5. DATE PERMIT ISSUED 7 G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED f. This permit has been issued for. _I New Construction LI Substantial Improvement Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: BFE or (in Zone AO) depth of flooding at the building site is:.._ ft.(m) Datum: OCAL OFFICIAL'S NAME TITLE OMMUNITY NAME TELEPHONE IIGNATURE DATE I Check here if attachments J--,rrn bl-Jl, AUG 9U Phone (407)322-2213 0 Fax (407)322-2232 May 02, 2001 g City Engineer City of Sanford P.O.Box 1778 Sanford, FL 32772-1778 RE: Direct Furnishings, inc. our job #98-143 To Whom It'May Concern: I ,R. L. Roberts, PSM 3.144, do hereby certify that the newly constructed non-residential building located at 1050 Central Park Place, Sanford, Florida and having a legal description of Lot 36 , Sanford Central Park Phase 2; has a Finish Floor Elevation of 34.30 MSL matching the approved site plan. The above building floor elevation meets or exceeds the requirements set forth in the City of Sanford Building Code Section 6-7A. i I Sincerely, L R. L. Roberts, P.S.M. Florida Registration Number 3144 CITY OF SANFORD PLUMBING APPLICATION PERMIT NO. 0 ( 10 Ce- 7 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: OWNER'S NAME: JO Se Pl- g 0 - ADDRESS OF JOB: PLUMBING CONTRACTOR RES. _NON-RES.-,L Subject to rules and regulations of Sanford Plumbing Code Plumbing Code. Applicant Signature C cO 17 L-D State License# CITY OF SANFORD, FLORIDA PERMIT NO DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME r'r14S ^ i r el ADDRESS OF JOB 14552 %n iMlaekk MECHANICALCONTR.Z-'/L- C- RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. E CITY OF SANFORD ELECTRICAL APPLICATION o PERMIT NO. ! ' I LXoi DATE: '00Z THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: / OWNER: 04,9 <T 's.I ADDRESS OF JOB: %G ( L-e5, zzg / ` /` e- cCLC ELECTRICAL CONTRACTOR: A16-1 RES NON-RES f Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in compliance with the C'ty El trice Code pplicaoNs Signature States License# ilhAlU i. 6 CITY OF SANFORD, FLORIDA ma9v;' 3fti APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS /OSU C -1&+L A PERMIT NUMBER 0/1 f Total Contract Price of Job O, f C, Total Sq. Ft. Describe Work W S7-4LL' LiitJ Dril_6noiI,,h F/Agr_ GfNE Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings' Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole.County) TAX I.D. NUMBER 2- I9'. 3C) 00C.9© 0.?4Cy Q H OWNER J'0 .S`!,? 4 ADDRESS tl p /o i,-J erg CITY u. 27— TITLE HOLDER (IF.OTHER THAN OWNER) STATE ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY STATE ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS PHONE NUMBER ZIP 3277t1 ZIP ZIP STATE ZIP CITY STATE ZIP CONTRACTOR `t/ T'iZl, iQ/:i 1G"LiL,.G. PHONE NUMBER 707- ADDRESS ;Z,501 Gc/, aLv2, -ST. LICENSE NUMBER 00,0 17000 &S CITY S —iFo.RD STATE J=Z_ , ZIP 2 -7 j. 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 permit's"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. Signau of Owne gent & Date Signature of Contractor & Date 1 Vv 4, 11e4r_ /V t Owner/Agent Name T e or Print ontractor's Name OVSign ture of Notary & Date Signature of Notary & Date o ao o 11< Z n cn m U n Official Seal) (,Official. Seal,.) Ix rt iY •, Marcia A Stivanson C 1 a 3 O z i H N H ro W C O u o Q " o Iv >1 Z w E-4 MY COMMISSION # CC918646 EXPIRES April 14, 2009 ' PFF, `. BONDED TNRUTROY FAININSURANCE, INC Application Approved, ,BY: ' j Date: FEES: Building Radon Police Fire Open Space Road Impact Application PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW ( CUSTOMER) PINK (`COUNTY TAX OFFICE) GOLD (CO. ADMIN) r THIS APPLICATION USED FOR WORK VALUED :"$250'0.00"`OR MORE CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-,1091 *'FAX #: 407-330-556 77 DATE: 2--i D / PERMIT #: v 10607 BUSINESS NAME / PROJECT: pj'/LiZ t i CV wn 1 s N , n tr 5 V 7H 1'LLAK' S, ADDRESS: J b ,5 o Iff)ip, R^ ,L a 1t 10 j PHONE NO.: VO7-Gk?- /'1`/I FAX NO.: CONST. INSP. [ ] / INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S. [e HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ ' f.51) cp (PER UNIT SEE BELOW) COMMENTS: u y, Ln nv v, /7 o TA e H tr,z Address / Bldg. # / Unit # Square Footage Fees per Bldg / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. rAo Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that l 141 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division pplicant's Signature I d I DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY - TEST COCK (TYP.) FLANGED 90' BEND 2 REQ.) i xa t N tD SLOPE 36" MIN. COjj MUPPORT SW FROM egO'BENND (2 REQ.) MAIN O.S. do Y. RESILIENT SEAT GATE VALVE. 2 REQUIRED) THRUST COLLAR RODDED TO 90' BEND OR RESTRAINED BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DETECTOR METER BALL VALVE 2 REQUIRED) CONCRETE SLAB RODS ON D.I.P. RISER (TYP) 4" CONCRETE SLAB WITH NO. 6 x 6 W10 x W10 WIRE MESH SLOPE 1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB (TYP) TO _ SERVICE THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED BY THE CITY DOUBLE CHECK VALVE ASSEMBLY (MINIMUM) ABOVE GROUND DEVICE WITH DETECTOR BYPASS 1 1'0" MIN I 2'0" MIN MIN DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR- ASSEMBLY CITY OF SANFORD L. 1999 FIG. 500B y Direct Furnishings 1050 Central Park Drive Sanford, FL SETS Job No. 21010 Underground Piping Submittal Data 1. PIPE/ FITTINGS a) Pipe Data sheet b) Uniflange c) Meg -a -lug d) Mechanical Joint Class 350 Fittings 2. EQUIPMENT a) Watts #709 DCDA Double Check Backflow Preventer Assembly b) Central Model 86B 2 1/2 x 2 Y2" x 4" Fire Department Connection Rough Brass finish. "AUTO SPKR" lettering c) Potter Roemer 1/2" Ball Drip Valve d) United 4" Wafer Check Valve SYSTEM PIPE LOCATION FITTINGS JOINT Underground Fire C-900 PVC DR-14 From 5'-0" outside bldg. Ductile Iron Mechanical and Slip Protection to backflow preventer Underground Fire Ductile Iron Class 52 All Vertical Pipes and under Ductile Iron Mechanical and Slip Protection bldg. to 5'-0" out Direct Furnishings SOUTHEAST FIRE SPRINKLERS, INC. 1050 Central Park Drive Sanford, FL Automatic Fire Protection Contractor 2801 W. Airport Blvd., Sanford, Fl 32771, Phone 407-688-1949 SEFS Job No. 21010 Specificationss7 '„ i, , F 3 t w Adapter i-ar i 1 i, s a i r Features of -the 200., 400 s 420 Series Uni-Flange Adapters The design of the Uni-F?ange Adapter is really quite simple. We took the beset feature of three different products and combined them into one fitting. The FLANGE is made of ductile iron-, tougher and stronger than the conventional grey iron threaded flange. Impact resistant, the flange also resists breakage when bolts are over -tightened. The GASKET is the standard AWWW_ A Mechanical joint gasket which has been in use over 45 years. The RESTRAINT is provided by a set screw locking device similar to that used in mechanical joint retainer glands. This principle has been in use throughout the world, in lieu of concrete thrust blocks and other restraining devices, for more than 45 years, Gasket - Standard g wkei supplied Vith the lini-Flange.kciapter Flange - S$R Bona-S. Suitable frr elate wastewater, and most rnod rats chem}Caia. Temperature range 651F'to 1iWR te following alternative gaskets are iplor e. dea and available as indicra'#ei(i:. EPOM ;Ethylene rropyiene) - Green. Suitable for -65'F iv 2504F, CR Neoprene) • Yeilms. Suitable for .r?5-F io 225'R NOR Huna-N. Nyttil,': iycar) - Orange, Suitable for -FWF to ' 644F, Flange - Ductile Iron - AST'Lt AS 6. n,<.. a5.45_Q 1"n1iing to ANSI 31 t>.1 iurtile iron applications steel appiir..ations Listed QFWAPpr+oved conks factory for details) AISI 4140 Steei;. 'T nsiie t90:i3nx, Dsi fninimum. Heal treated to Rockweii C 35-4?, and zinc plated for aormsicn resistance. Series 200 Adapter Flange for Steel and Ductile iron Pips; Flange Drilling ANSI B16.1 125 -1b. ANSI 816.5 150 ib, WORKING PRESSURE - 2" THROUGH $" 200 PSI 10" THROUGH 12" 175 PSI 3 a UF.420f1-S-2 2.50 UFA200 . 3. € t lam" 1.&75 tiF4 i347-S 25 4.;) " ' i ...` 7" 3i18" 5 ti< 3" 3,500 i UFALM-S-3 3.96 UFA200-t:-3 .... 5 0 y. 112"........s y. 5.>..................... iw.,.,...................................................,..,,,........,...-...,...,.............................:.,....,......... 1" d.500 UFA200-S-A z:, 80 L FA2t}0-L i i............ 3rt 6 1 .t fc" 5" i 36.ri25 i UFia t'0-S='i..........._......."?:} C u 1 {i.0 1" jt... i 1 .6 F j.f.... a... ..... y9.t]CS t....................:,..:.,, .,. 2 t UF:A2 Q^rJ-{3 FA20EA q.i 5 w............................:...........:...:....:....... i.... JFA2QQ••••8 i 15.:y 1i" a,.1ia4......_`....1-'2itj» e. 10" Q.'S0 UFia2ii0-S- w...........!.......::.:..:.::::............................... JFAtQQ• s0 50 1 U-F,4200-5-12 13.20 OF QO•-12 Ji.O 9".. 1 Series 400 adapter Range for Steel and Ductile* Iron Pipe Flange Drilling :ANSI 81.6.1 125 lb, ANSI B16.5 150 WORKING PRESSURE - 2" THROUGH 12" .250 PSI 14" THROUGH 24" 150 PSI `' 30" THROUGH 48" 100 X4" x? 1 2" :X . 314"' ; 1-jISit" X 1" rd.......;.. 1 2" 56........._........... r X t" mw i tlEii5 i_ UFA400-82 i 2 JFA W--2.........t.... 5 .... J 3 w: d j..... a........ r2 Y .. ... 2 '! "' 2.975 UFA•it3Q 5-z5 i w:...... i i r 2 y.... S-tic... Y UFA. 00-8-3 3.96 UFA400-C-3 3 1-'-,Q" 2:1-i:b" SE' ti" ... 31" ........................................ i I x' i}" 1.300 UFA400-S-.35 9 ..........." 31 4" 3 J r....,......(................................:......................................:.......:...w.......................................:.._..:................................ 1 d3 fl:U S*t i FU1.?t1 t1FAfiL'0-i $1 1": c1" i1g" if`?''$i_.. 500 tJFA4QQ".- 9 h" i UF?4tl 9.?Q UF?dOQ-C-v ; i f 1^ 2 'f8" 9-1i C•" ...?..... M. .8 F.. SiL x -ti4" 14*.. 8. 625 t....:..:...: iJFA4Dt3 S-3 9.05 I............... I....................... UFAa00- i:-6 t i-tl2" 3' 3}d" r..» i$" ......' 8. 31$ x •_ . 1 10:'a0 UFA4QOS-'10 i 1' . t 0 F,A400-ice..:.`'. 3:1€3" 1:............ .....(.... Y..., rpx ;4^ N . 7 vQ UFA4iiG -12 i3 2f3:,.... r Fa 300':-.`:.:.'........:....... 6 f_ e.. 1 .. V ..^ i ry t. ~' ,: an. 1$" 4.QQQ UPA ltitT--'t4 5.30 FA400-i3-.d a... wt3' it3- ia~ t8" x x 16,._....... ...........__..... 16.43Qti............ n..............:..,...... w...................................... EJFA'{ 1ii: "" €6 v tf Ur.A40i3-4-16 9 23-1 Z p....... 5..........'..'...:.te:.i............... 2- 1106 21.-..f„_ N...... A... f.....,. F'... Ei 5. 18 1-1,14' 1u... 8" i 8.000 UFt{it3-S- { 8 { 9,50 s JFA4ti0 - :8 o l 25 t:.:: t3 ... 34 i............................................. 1 r4 M" 20" ? ti0.Q00 y_.............. .........,............."-_.....:......................... 1 i:FAdtfO-S-;,,0 21.ia? 1......UFr i................:....... OC- C-2i1...... ............................_..................:......:._ d8 Il<"....._i 15f":ii" 25" 114" _......:.............:............_...... 20 s". 2d v 0....__- tJFA00-S-'?4 '...::.. : :7 f{{[ 32" i.... a''.;H-....;............ 2w'-tf2 : ': .t 8 .: 7 j . f) t- ... ;..... 1..,,:,, .... ............ UFA4aC-c-2$ r........., ............... 1..........., 21• " ! w ............................... a UFA40C- C-:30 j 270 77777. 38,w } 3 4" 3{3:Qt7t} JFA4t7q-S-30 i•00 _ 36" ! t^'3:£3".,....2 t...... T........................."..,...w.__........................,.....,:,.._ z................_,............,....... n..- M_n.........s.......`..... ... ................. d-ii2p.....:.... Q... O( 30 JFA40Q S 6 38.30 E.F,G, . 6 Q Z-3frt......_1-iiH°.... x;r .. 36 ............................._.......................... _. 2" dZ.iiU4} vFA•it3Q 8+d2 4, {} i UFtta00-t, 3+L s3" 30b :..... q ....f zf?, tt4 25{i:80 :FJ1•:OU-t: 8 50 i 59-':`2 3 „....!. 8 » 8.{7{30 UFAi00-S-48 v ... 8 44........... Y•2 Options: Te orderwith Uni-Torque Set scraw add "U'C to the catalog number, Examp{e: UFA2200-S-24UT Ta artier with Uni Torque set screws and EPUM (gasket arcs-UT-EPDM to the Catalog i%Mber. Exampie: UFA200- S-c Caution: Uni- Torque sat .screws should not irm used on sieei wipe thinner than scieeduie 4C or ductile iron pipe thinner than class 5Z. MEGALUG SPECIRCAMONS s DATA SAPOU SIMC3 CAnCH a mmmi joint restraint shall be incorpomtad In the design of the wer gland and shall include a restraining mechanism which% when acUmbcd. imparts muWple wedging action against the pipe. Increasing its resistance as the pressure Increases. Flexibility of the joint shall be maintained after burial. Glands shag be manutactrued of ductft iron conforming to ASTM A 336-K Restraining devices shag be of dttudile iron heat treated to a mi wmn hardness of 370 BHM Dimasaions of the gland shall be such that A can be used with the.stand udked rnedlanicei joint bed and we -head boils conforming to AMWAWWA A21.11 and AMWAWWA C2-SWA2153 of latest revision. lWisltroll nuts shag be used to insure proper actuat>rrg of the restraining devices. The medianica( joint remawt device shag have a working pressure of at least 250 psi with a mirdmuun safety factor of 2:1 and shag be EBM Iron, Inc. MEGALUO or equal BRIEF SPECIFICATIONS FOR 1100 SERIES M0M jAL PIPE SIZE Sts'RIES NUMBER APPRO L SHIPPtl'Ki WT. (LBS.) RATED PRESSURE 2.1 3 1103 6 50 - 350 4 1104 7.00 350 6 1106 12.00. 350 a 1108 1550 350 10 I ilia 24.25 350 12 1112 34•00 350 t4 lila 48.50 350 16 1116 56.00 350 18 ilia j 59.00 250 20 1120 74.50 1 250 24 1124 139.00 250 30 1130 199.00I I 2-90 36 1136 23am 250 1 42 1142 383.00 250 48 I 1148 _L 472.00 I 250 ear Test pressures above the rated pressures shown. consult the engineering department of EBAA Iron. Inc., for reconunmdations. EHAA-Seal gaskets are provided with the 30' through 48' MEGALLIOS Also provided with the 42' and 4W saes are cm length T-bolts. The gaskets and bolts are provided to facilitate easier asaanbly of the mechanical joint and are required on the above referenced saes to obtain the pressure radpgs and safety factors shown. Far projects using large diameter restraints, please contact this office for our design recorrunendations. Place business card here J REAR VIEW FRONT VIEW M 0 I 1 0.75 2 - - 0.75 G --T 0.12- I t 4 FC SECTION A -A i I 0.12 SECTION 8-8 T Ka tD NUT S.FACER 2) SHOULDER BOLT (4)WEDGE SERIES C i 0 F i J i M l X an tK$ I i P I, am Ka 1103 lit 221 406 j 6.19 4 U2 14 2 j 4 2 4 936 lam 9A6 490 769 112 1104 1106 5!R 110 2m 227 4S0 70 7501 950 035 0J38 j 3 6 1230 12M 11.12 I iQS 10d7 231 115 1 {.75 1.00 7A 4 5 14AS 14.15 M20 1331 15A 1110 1112 1222 14M 237 237 11.20 1330 14A0 160 1M 115 Mi I 6 4 a t6 6 1650 16b0 I&Mms 171R 1114 16A0 20 15 M 160 1-50 76 76 16 10 i 12 22M 22 60 2094 2290 2025 1116 1{18 w% 20M 2b9 2M 1734 19A4 21m 2325 1.56 1.63 7,6 12 12 12 2430 25A0 2435 1120 22.10 2A9 2LA 2550 1A9 b y4 14 14 16 26A 32514 27.10 32M a 1124 1130 2W 3319 272 338 2594 32.17 30.00 36A 1.81 L25 1 % 16 20 20. 3117 396I 39112 1136 3959 338 3M7 43.75 2.25 i % 24 24 4S47 5587 4117 5537 460 i1R 1148 4939 52A8 C% 4-% 44M MM 5M 5730 3.80 3.88 1% 17A 25 28 32 32 6i.17 fits 6036 ALL AlitigBlt A1rilt3AltDAtiL`5.lECT717 tQN/1K.'E lilt'71Dr(lt lae LVMGS AND APPROVALS FOR SBRISS'1100 AUGALUG Sizes 3' through 2or are listed by Unrienwritars Labomtorias. Inc.. mteelay H]KF "Flttklg% Aatainer. TyW with a deaectfon angle of five degrees 18' through 121 and two and a half degrees Ue through 24-L The gating file m mber is Enw& Silas 3' though W are Factory ktwx l dimensions and WeightsMECHANICALJOINTFITTINGS SPIXIMABONS AMERICAN NATIONAL STANDARDS INSTITUTE SPECIFICATION ANSI A21.10 (AWWA C110) AMERICAN NATIONAL STANDARD FOR CAST IRON FITTINGS. FOR WATER AND OTHER FLUIDS. AMERICAN NATIONAL STANDARDS INSTITUTE SPECIFICATION ANSI A21.11 (AWWA C111) AMERICAN NATIONAL STANDARD FOR RUBBER GASKET JOINTS FOR CAST IRON PRESSURE PIPE AND FITTINGS. UNION FOUNDRY manufactures Mechanical Joint Fittings conforming to above specifications for use with Mechani- cal Joint, Tyton ® and other plain -end centrifugally cast iron or ductile iron pipe of the same outside diameter. Cement -mortar linings shall be in accordance with ANSI A21.4 (AWWA C104) of latest revision. If desired, cement linings shall be specified in the invitation for bid and on the purchase order. Special coatings and linings for special conditions may be available. Such special coatings and linings shall be specified in the invitation for bid and on the purchase order. All of our Mechanical Joint Fittings Joints are made to joint dimensions shown below. MECHANICAL JOINT FOR PIPE AND RIMNGS RCAr roman-nU®®nf8 ei si s--in- K, s a 9 0 F X 1 K' L M N 0 P a q.Fl. 3vaMEndFPlan 3 tQ06 2.50 7:L-0A4 4.06-OAA 4.07-0. 21r 4.06-4 0.06 0.06 0.12 02 O.06 a 0.75 M31 0.10 12 d 3 6 3.96 4, 4.94 4.06 A 6.19 7.62' 7.69 7.69 0.94 0. 0.47 0:52 4 0.06 2.50 ta.04 4.06-0.04 0.07-0 2r 0.06-40 0.06 0.06 0.12 0.12 0.06 0L 0.75 0.31 0J5 4.10 0.12 4 93 10 4.80 5.92 402 7.50 9.06 9.12 9.12 1.00 0.55 0.65 6 0.06 250 t0.04 0.06- 0.04 0.07-0. 21r i-0.06-0 t(LO6 0.06 0.12 12 0.06 0.06 0.75 Q31 0 7 0.10 0.12 4 J6 16 6.90 EL02 8,12 7.00 9.50 11.06 11.12 11.12 1.06 0.613 0.70 8 0.06 2.50 t0.04 406-0.04 407- 0.03 28' 0.06- 0.0 a06 4106 0.12 0.12 108 0.08 0.75 0.31 0.75 0.12 12 6 96 4 22 . 9.05 10.1 1'0.2 9.15 3b 11 75 13 31 13.37 13 37 1.12 I. 0.66 0.75 10 t0.06 2 50 Q06-0.04 06 -0 04 Q07-0.03 28' Q06--0 y 0.06 106 Q 12 Q 12 0.08 4M OJ5 D:31 0.75 Q 12 L12 8 VA 4 31 11.10 1 12.34 11.20 36 14.W 15.62 1 & 15 62 1.19 1. 0.72 0.8D 12 t0.6 a06-0.04 06-0.04 4.0T•-0.03 28' 0.06-0. 0A6 0.06 Q 12 0.12 Los Q aJ5 0 3i 0 12 l2 8 h 4 34 13 Z0 14. l A44 13.30 36 16.25 17.89 17.94 17.88 1.25 1 a- 0 85 14 0.05-a08 3.50 Q07-0 05 07-0 05 0 06-0 07 28' 0.06-0.0 QO6 a 08 4.12 12 Q12 0.1 0.75 0 31 0 75 a 12 12 10 4 6 15.30 16. 16.54 15.44 fi 18 75 20.25 20.31 20.25 1.21 1 Q 0.05-Q08 3.% Q07-0.05 07-0.05 Q06-4-07 28' Q06--0A 0.06 0.08 0.12 12 0.12 0.12 0J5 0.31 0.75 Q 12 12 12 4 54 17.40 1 ISA4 17.54 21.00 22.50 22.56 22.50 1.38 1.31 0.91 0.97 18 +0.05-008 35D 0.07-0.05 07- 4.05 06-QW 28' Q06-QO tQ06 0.08 0.15 0.15 Q12 0.12 0.75 0.31 0.75 a15 12 12 9i d 61 19 50 20. 20.74 19.64 h 23 ?S 24 75 2A83' 24.73 1.44 1. 0.97 1.05 20 +4.05-a08 3 k 0.07-0 05 07-0.05 0 06-0 07 28' 0 06--0-w 0 06 0 08 0.15 I S 0.12 0.12 0.75 0.31 0.75 O 15 12 U 9f 4 80 21.60 22. 284 21.74 25.30 27.00 27.08 27.00 1.50 1. 1.03 1.22 24 +0.05_.0.oe aM I_+OA7-0.05 07-0.05 06-A7 2r 0-06-0.0 0.06 Q08 0.15 0.15 0.72 Q12 0.75 0.31 0.75 0.15 12 16 9b 5 100 r lyg. 301 JU:.I 91D" MECHANICAL JOINT FITTINGS --Dimensions and Weights = ANSI SPECIFICATIONS A 21.10 (AWWA C 110) AND A 21.11 (AWWA C 111) FOR USE WITH CAST IRON OR DUCTILE IRON PRESSURE PIPE FURNISHED COMPLETE WITH JOINT -ACCESSORIES FURNISHED WITH BITUMINOUS COATING UNLESS OTHERWISE SPECIFIED owns 302 Nu x P8 W MJ 450 Pressure Dimensions in Inches 90° Bends Weights in Pounds Fig 301 Fig. 302S'ae Rating Psi T R A S MJ-Mj MJ-PE 3 250 48 a0 5.50 13.5 35 35 4 250 32 4.5 6.S0 14.5 55 50 6 250 55 6.0 8JX 16.0 85 80 8 250 60 7.0 9.W 17.0 125 120 10 250 68 9.0 11.00 19.0 190 190 12 250 75 10.0 17-00 20.0 255 255 14 250 A2 11.5 14.00 22.0 380 365 16 2W 125 15.W 23.0 490 470 18 250 36 14.0 16.50 24.5 625 600 M 250 103 15.5 18.00 26.0 790 755 24 2W 1.16 18.5 22.00 30.0 1216 1175 Pressure Dimensions in Inches 45' Bends Weights in Pounds Fg.303 Fig.3134SizeRating T R A S MJ-AU MJ-PEpsi 3 250 48 3.62 3.0 11.0 30 30 4 250 52 4,81 4.0 12.0 50 45 6 250 55 7.25 5.0 1 u 75 70 8 250 40 8.44 5.5 135 1101 105 10 250 b8 10.88 6.5 14.5 155 155 12 250 75 13M 7.5 15.5 215 215 14 250 82 12.06 7.5 15.5 300 280 16 250 29 13.25 0 1 &0 380 3W 18 260 ss 14.50 8.5 165 470 446 20 250 1.03 16.88 9.5 17.5 575 SIM 24 250 1.18 18.12 11.0 19.0 8m I cm NOTE: Mechanical Joint Bends. Tom and Crosses will always he furnished with Mechanical Joint Bell. on all openings union ordered athorwise. NOTE 3"•Ir beads may have lugs if specified. NOTE: Weight does not incude amessories weight. MECHANICAL JOINT FITTINGS -Dimensions and Weights ANSI SPECIFICATIONS A 21.10 (AWWA C 110) AND A 21.11 (AWWA C 111) FOR USE WITH CAST IRON OR DUCTILE IRON PRESSURE PIPE FURNISHED COMPLETE WITH JOINT ACCESSORIES FURNISHED WITH BITUMINOUS COATING UNLESS OTHERWISE SPECIFIED TICS AND CltCdM 3- Mi Tao 7 Fig. 3113 tAJ Cmn Fig. 316 miXPEXMJ Tea Fig. 319 AW X PE X MJ X Jl6J Cres Size Pressure Rating Dimensions in Incites Weights in Pounds T-- Tees Crosses Run Branch Ti H J S 3i5 316 318 319Psi MJ- MJ- MJ-NU- MJ-PE- MJ-NU PE-MJ MJ4AJ MJ-MJ 3 2 250 48 35 5.5 5.5 13.5 39 39 46 46 3 2% 25D 48 35 5.5 5.5 13.5 40 40 47 47 3 3 250 48 48 5.6 5.5 13.5 55 55 70 70 4 2 250 52 35 6.5 6.5 14.5 57 52 63 58 4 2'% 2.50 52 35 6.5 6.5 14.5 58 53 64 59 4 3 250 52 48 6.5 6.5 14.5 75 70 90 85 4 4 250 52 52 6.5 6.5 14.5 80 75 105 100 6 2 250 55 35 8 8 16 83 78 89 84 6 2'A 250 55 35 8 8 16 84 79 90 85 6 3 250 55 48 8 8 16 110 105 125 120;,: 6 4 250- 55 52 8 8 16. 115 110 140 135 6 6 250 55 55 8 8• 16 125 120 160 155 8 3 250 60 48 9 9 17 155 150 170 165 8 4 250 60 52 9 9 17 165 160 185 180 8 6 250 40 35 9 9 17 175 170 M5 200 8 8 250 60 60 9 9 17 185 180 235 230 t i k I 4' NOTE_ Mechanical Joint Bends. Tees -and Crosses will always be furnished with Mechanical Joint Bell on all openings unless ordered ? otherwise. 1 E NOTE Weight does not include accessories weight. Numerals on cuts indicate standard method of reading fittings. 1, w } - 1 i µ1p^{ Si .-•('itci4- r 4lvA j.. J' 'rS~' r I .G) 7 1„ 1 ' rt -• y l• Y a - o s t •ate• ! r .'r r.: s . N,n .pP , fin • ;. .`'"'="" J, v MS lk iawl el rrCrose-Connedron Contro %n an lonX.Atai ente Ice w.' ti r..e a;^., §=e"a+a a" x q " `a. . • z-3y `" s• s2 a m a, a r. * as •` r * x. r a as _`n ,! b N s..a . _ _..- _ . r . n. i ' Rx _ • - ' - j World Cl a a . ,: -. " 3,.-,s•.,:-. tea. } . ' _ " .,ik.. OR 7fllGU B9Cf(FL'O V,AREW"Ti ONDIVISIOtQ a+ t, 1o n " hUm l` ^ " 1 jFFrEic' t Series 709DCDA and 909RPDA are designed to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non -potable quality from being pumped orsyphoned into the safe drinking water system. Detects leaks ... with emphasis on the cost of unaccountable water; incorporates a meter which allows the water utility to: o Detect leaks underground that historically create great annual cost due to waste. o It provides a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and assembly access. All 7090CDA sizes are standardly equipped with AWWA epoxy coated UL/FM listed OS&Y gate valves, CFM (cubic feet per minute) 5/e" x 3/4" meter and ball type test cocks. tNo. 770DCDA NEW Double Check Detector Assembly for metering unauthorized water usage and backflow prevention. Send for ES-770DCDA. Series 909RPOA Reduced Pressure Detector Assembly: When applications call for maximum protection, use 909RPDA with relief vent to atmosphere.. No special tools required for servicing Resilientwedgeshut -offs Compact for economy BodyconstructionepoxycombinedwithperformancecoatedcastironReplaceable bronze seats Design simplicity for easy Stainless steel internal parts maintenance Max. flow at low assure drop ° Furnished with Recordall 3/4" bronze pressure p meter, model 25, see options i 1;j1 f J 1.1 are approximate) DIMENSIONS ( inches) WEIGHT (Lbs.) AltQ Q a QQ 40 3" 24 26 12 Th 7 8 40 42114 18'% 3 14 190 250 4" 34 37 17 9 10 9 52 551/8 23% 6 15 403 490 6" 411h 44 21 11 15 101h 621h 651 /2 32% 8 16 727 820 8" 52 55 26 13 19 111h 75 783/4 39'% 9 17 1327 1656 10" 64 67 32 16 22 13 90 935/e 48 101/4 18 2093 2250 Epoxy coated cast iron body, .bronze seat and disc holder; stainless steel trim and durable, tight -seating rubber check valve discs. All sizes fumished with bronze body ball valve test cocks. Furnished with outside stem and yoke (OS&Y) gate valves. No. 70913CDA by-pass line unit consists at an ap- proved No. 709• double check valve assembly and water meter. No. 909RPDA by-pass line unit consists of a No. 009 reduced pressure zone backflow preventer and water meter. Send for PL-BPDL for illustrated price list. OPTIONS ( can be combined): suffix CFM - with cubic feet per minute meter GPM - with gallons per minute meter LF - without shut-off valves Sizes 3" through 10" are suitable for supply pressures up to 175 PSI and water temperatures to 110° F maximum. 709DCDA meets or exceeds the following standards for double check valve assemblies: A.S.S.E. Std. No. 1048, ( 1013 for 909RPDA), AWWA Std. C510-89 C511- 89 for 909RPDA), FCCCHR of USC Manual Section 10. UL classifed file No. EX3185 (3"- 10") and are listed under CSA B64 standard. No. 909RPDA tested and certified under FCCCHR of USC Manual Section 10. O C® © Series 709000A sizes 3" & 4" 14 w 12 CL 110 a O a 0 w 6 cc 4 rn WWa 2 50 100 150 200 250 300 350 400 450'500 550 600 FLOW - GRK Series 709000A Sizes 6," 8" 10" 20 c7 18 Z5 16 a 14 aO 12 10 lu cc $ D6 Lo w 4 EL 2 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 n With wall plates and breakaway caps Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Descridion The Model 86A (straight pattern) and Model 86B (900 pattern) Fire Department Connections (FDC) are 2'/2" x 2' 2 x 4" single clapper siamese-type connections. They are designed to provide a supplementary water supply connection for automatic sprinkler systems of all types, as required by NFPA 13. Both straight and 900 pattern Fire Department Connections are cast brass with brass clapper, brass swivel couplings, and a brass hinge pin. The words "AUTO SPKR" and "F.D. Conn." are cast in raised letters on the body of the Fire Department Connection. The clapper design allows for one or both inlets to be pressurized during operation. Fire Department Connections are generally installed 18" to 5' above finished grade, however local codes and standards may contain special requirements with regard to specific location. Wall Plates The Wall Plates are constructed of corrosion resistant aluminum alloy with cast -in raised letters. The raised letters on the round Wall Plate are AUTO. SPKR." and "FIRE DEPT. CONNECTION." Caps The breakaway Caps for the protection of the 2'/2" inlets on the Fire Department Connection are supplied in heavy-duty plastic or cast aluminum alloy. They can be easily attached to the swivel lugs of the Fire Department Connection using the eye bolts supplied with the Caps. kT SA 3 ,•b I Model: 86A (straight pattern FDC) 868 (900 pattern FDC) Size: Outlet - 4" pot mm) N.P.T. Inlets - 2'/2" (64 mm) N.H. Std. thread Approvals: U.L., F.M. Maximum Working Pressure: 300 psi Standard Finish: FDC - Rough brass Wall Plates - Red enamel paint with raised letters painted white Caps - Red plastic or red enamel paint Weight: FDC (straight) - 7.8 lbs. (3.5 kg) FDC (900) - 9.3 lbs. (4.2 kg) Wall plate - 11 oz. (312 grams) Cap - 3 oz. (85 grams) Mfgr. source: Non -domestic Dimensions: Wall Plate - 9%" (248 mm) O.D. 09.E .*A_J A.— ...._._n The straight pattern Fire Department Connection is installed by attaching to a horizontal 4" N.P.T. threaded pipe generally extending through an exterior building wall. The 900 pattern Fire Department Connection is installed by attaching to a vertical 4" N.P.T. threaded pipe, generally freestanding in a yard application. The swivel inlets are 2.5"-7.5 American National Fire Hose Connection Screw Thread per NFPA 1963. The breakaway Caps for the inlets are used to prevent damage to the threads and to keep foreign objects from entering the fire department connection piping. Caps should be replaced after Fire Department Connection use or if the Caps are damaged or missing. Nab an enra All Fire Department Connections should be regularly inspected to insure proper working condition. 1. Connections should be readily visible and accessible. They should not be obstructed by vegetation or equipment. 2. Caps should be in place and the 2'/2" swivels should enjoy freedom of movement. Hose threads should be clean and in good condition. 3. Verify that the check valve in the fire department connection piping is not leaking. Wall Plate - Round Cap - Breakaway - Z7 M 1: 7 A01L. 71 E Oma ROOM When placing an order, indicate the full product name. Please specify the quantity, model, and size. Fire Department Connections are not furnished with wall plates and caps. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. - Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. 01988 Central Sprinkler Company Printed in U.S.A. Central Sprinkler Company 451 N. Cannon Avenue,.Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 86.0 ROUND IDENTIFICATION PLATES FUNCTION: Used to identify and trim exposed fire dept connection installations. REGULARLY FURNISHED: Brass or red finish aluminum plate, size and material as selected by Model Number. Lettering as selected. Model No sm 4 914 Brass W 24.7 5M 6 12 Brass lu 4 OPTIONAL FINISHES: (Brass only) B Polished Brass- 0 Polished Chrome Plated VARIATION: F Sillcoc k Flange Plate (Brass only) E Any engraved lettering Model Noe c'' .6 dl4rflrai I 914 Aluminum5M4 _ 10.2 24.7 5 8 6 12 Aluminum 112 X4 LETTERING AVAILABLE: AUTO SPKR STANDPIPE DRY STANDPIPE AUTO SPKR STANDPIPE WALL HYDRANT PUMP TEST CONN SPECIFY: Lettering RECTANGULAR IDEN T'IFICATION PLATES FUNCTION: Used with fire dept connections for identification. REGULARLY FURNISHED: 4 x 8"110z cm x 20.4 cm brass or red finish aluminum plate, material as selected by Model Number. Lettering as selected. Model 5970 ......................... Brass 5975 ...................... Aluminum OPTIONAL FINISHES: (Brass only) 8 Polished Brass D Polished Chrome Plated VARIATION: E Any engraved lettering SPECIFY: Lettering LETTERING AVAILABLE: NORTH DRY STANDPIPE SOUTH DRY STANDPIPE EAST DRY STANDPIPE WEST DRY STANDPIPE ALL - DRY STANDPIPE STANDPIPE DRY, STANDPIPE FIRE DEPT CONN COMBINATION STANDPIPE AUTO SPKR FIRE DEPT CONN PUMP TEST CONNECTION FIRE DEPARTMENT CONNECTION AUTO SPKR STANDPIPE AUTOMATIC DRAIN DEVICE FUNCTION: Used to drain low point of system between fire dept connection and swing check valve. Seals automatically under pressure. Installed in horizontal position only. REGULARLY FURNISHED: Cast brass angle -or straight connection, male NPT both ends. Size and design' as selected by Model Number. Made] Size Design 5981 ............ h"ir.2 cm Straight 59W ............%" 71.s cm Straight 5983 ............!" n2 cm Angle 5984 ...."/ l.s cm Angie FUNCTION: Used to manually drain low point of system between fire dept connection and swing check valves. REGULARLY FURNISHED: Polished brass flanged siilcock with Y"its cm female NPT inlet x male GHT; stem shield and removable tee handle key. OPTIONAL FINISHES: 0 Polished Chrome Plated o Wafer Check Valves are designed to be compact, easy to handle and take minimum space in your installation between two standard flanges. An "0" Ring Seal provides leak free seal between two flanges as well as insuring a resilient seat surface seal which is enhanced by a stainless steel torsion spring. They are FM Approved as anti= water hammer Check Valves for fire pump service only. Commonly used in fire service applications, these valves can also be used any place a positive closure check valve is needed. They are designed for low friction loss. Sizes: 411, 6" and 8" UL Listed/FM Approved 'The 4" size is provided250lbs. WOG (Specify Service if other with 1 /2" pipe plug inthancoldwater) drain port as standard100% Hydrostatic Tested configuration. Ductile Iron Body Bronze Clapper and Seat Ring (See below) O' Ring Seals Stainless Steel Spring Closing Approved by the New York City Board of Standards and Appeals Under Calendar No. 157-84-SA. 90WBD 4" only with street elbow and 1 /2" ball drip valve. SIZE A B C D SHIP WT. (LBS.) QUAN. PER CTN. 4' 4.25 4.03 6.86 3 15 1 6' 3.75 6.06 8.50 4.5 19 1 8' 3.75 7.98 14.63 6.0 29 1 4" Wafer Check has been designed with the seat angled to provide 1/2 NPT tapping below seat to accommodate a ball drip valve allowing valve to drain water from a 4" pipe that is exposed to potential freezing such as in a fire department connection. 6" and 8" Straight Seat No Tapping. ROW GPM 4 0 ',.,E':.r ! 1 wc xi t x } ':-i l i „3Y d 1 a .. ? .* t ':Sa ;a. s a'aP,i t'l •f. 2002 , x .'•} t° n 5 14} # !: ! IHr i ,,. A,;1 g:_hex.. - - t',?a: 1' ,!;y ,„'.Y s i t,`4.re 4Y"• f s `st 1 x 1 t rw t {, a+#1 r.. 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T ! k M 1 1 y s DETAIL QV a r Y 3 , t y t ! ki P " x p .. , y .r a ' r r r• r#',:' a ±7r ,:- , art : Yx#.,_§ws., j_t• x a_ r. * k a 1 fit.'., ' rL , "., P x,,..., Q..r q CITY OF SANFORD PLANS REVIEW COMMENT SHEET PROJECT: ADDRESS: CONTRACTOR: QR: PLANS REVIEWED BY COMMENTS: DATE i -,iG --/ kOSo Ce tire -cam\ V ark c e gc'7 3o2 cla v f C'oc-•ro wt..e -G-1ti e c4, (4,c 1r evy V S Ctool,c.. aiN ©^ee i PERSON NOTIFIED: (LI a k P &Jd DATE: / PHONE: FAX: NO ONE NOTIFIED: DATE RESPONSE RECEIVED: Direct Furnishing, Inc. 240 Power Ct. Ste 116 Sanford, FL 32771 Phone 407-328-6364 Fax 407-328-6374 February S, 2001 To Whom It May Concern, Please find this letter regarding the building of the new facility for Direct Furnishing, Inc. in construction. We anticipate having a maximum of no more than twelve employees at a time. Thank u, Joseph Rowe Owner TMw i Economical dust collection for low volume applications. The PJD dust collector is a compact, self-cleaning, continuous -duty, pulse -jet unit. It ships in major assemblies, facilitating fast installation and setup. The all -welded, rugged design, coupled with factory assembled sections, means fewer field man-hours during the installation process. PJD collectors maintain the high filtration efficiency of 99.9 % by weight with minimal pressure drop. The PJD's effective filtration capacity permits filtered air to be recirculated in -plant where allowable. The PJD collector features a bottom -bag removal system ideal for applications where headroom is practically nonexistent. This collector is also an excellent choice for bin venting applications. Torit PJD Dust Collector La IM All -welded, he ribbed panel construction i assembled for installation an The housing ff smooth intern; surfaces and r no ledges for c accumulate. Around, dirty is standard. In depends on un IM 60° hopper ca rotated for coi location. Platform and 1 designs are in compliance wi specifications. Standard clean air outlet in roof. Optional weatherhood and optional side outlet are available. Heavy-duty interior and exterior paint system is standard. It passes a 250-hour salt spray corrosion test. A bottom bag removal system is ideal for applications where headroom is nonexistent. Several standard bag material choices provide filtration solutions for most applications. Standard leg pack with 48" clearance under hopper features structural design for seismic conditions, zone 4. Easy t® install —built t® last. A Hinged Fanooau door 27^x5O Inlet located looated on any of (4) hopper sides FrontView I-------B------ Side View UR 11 9,0L 2370 NO rot PJD Dust Collectors 4 Standard Equipment' E a n Collector housing All -welded, 12-gauge ribbed panel construction Heavy-duty 10-gauge tubesheet Bottom bag removal system Galvanized bag cages Aluminum venturis 304 stainless steel bag clamps 16 oz. polyester bags 99.9% mass efficiency Support Structure 48" clearance leg pack Hopper Design Welded 12-gauge with 60' angles Paint System Prime coated interior Blue exterior finish coating passes 250-hour salt spray corrosion performance test Electrical Controls MagnehelicO" pressure differential gage Nema 4 solenoid valves, 50160 Hz Nema 4 pulse controls, 120 VAC, 50160 Hz Explosion vents Platform and ladder packs per OSHA specifications Stainless steel construction Bin vent grid Photohelic° ` gage Hopper discharge Slide gate pack 55-gallon drum cover pack AN valve transition Exterior finish coating for hostile environments Custom paint colors Explosion vent weather covers Fan silencers Fan packages Volume control damper NEMA 7 or 9 solenoid valves Fabric choices for filter bags AN Rotary Airlocks Sloped roof Magnehelic and Photohelic are registered trademarks of Dwyer Instruments, Inc. Information contained in this document is subject to change without notice. Donaldson Company, Inc. Dust Collection Group P.O. Box 1299 Minneapolis, MN 55440 . 800-365-1331 www.torit.com ISO 9ooz e-mail: toritmktg@mail.donaldson.com Certiti 3191 No. FM 1919 1997 Donaldson Co., Inc. Printed in U.S.A. &, Printed on Recycled Paper b4 Form PJD (2/00) Gr Page 2/2SentBy: LEE PATTERSON CO.; 4074234390; Fe0-2-01 16:00; r "3` 1it r a INCLUDES s-w al A AIn flSeVrnI7 G/\/7IiVJ7 Vr7is7Y U ra.a - •. v...v.K.. P."s ,..... Exhaust Chambers Chambers allow ycr.j to convert your The Exhaust Chambers are Constructed of tactory or shop space into an efficient pain 18-gauge galvanized unpainted steel. They are spraying area. Paint. spraying areas must designed with flanged panel sections for easy conform to state and local cocles and OSHA on•site instatiation. Chambers include exhaust. standards. Exhaust Chambers Fire designed for' tillers, all necessary hardware, and installation uniformair rnovementthroughthpcross section of . drawings. Exhaust Chambers are designed so the spray painting area. An adequately sizod far, that future components may be addod to com- ensures ample air handling capacity, plete the booth, T K 1 • r 1 n4, t:r,, y ; V fi./AArd',r''iir4x ti Y 5 ' 1' el . EFC-67 6'4" 7'2' 38. 5,25r1 TAB-24-7 24" 3/4 850. EFC-68 6'4" 87' 381. 6,000 7AB-24-7 24" 3/4 850 EFC-610 t1'4' 1012" 38" 7500 TAB-24-20 24' 2 850 EFC•612 6'4' 12'2" 38" 9 000 TAB-24.20 24' 2 EFC-67 g:4° 7'2" 38" 7.000 TAR-24-10 24" 1 900 FFC-107 too" 7'2" 38" 81750 TA8-24.20 24" 2 1.040 EFC-127 124" 7'2' 50, 10,500 TAB-30-20 30" 2 1,350 EFC-147 14'4" T2' 50" 12,500 TAB-36-20 361' 2 1,450 EFC-167 164' 21" 50" l4,000 TAB-36-21 3G' 2 11550 L r C 187 A. 7'2" 50" 15.%5o Ali-36,30 36' 3 1,700 EFG207 20' 4" 7'2" 50" 17 5rxi TA6;3 1 36" 3 1,900 E C r",F BA" 87, 3$" 8.000 TAB-24-20 24" 2 940 EFC-108 10.0" 67, 3F, i0,000 TAB-24.30 24" 3 1,080 EFC-128 12'4" 8T2 50" 12,000 I'AB-30-2O 30' 2 11350 CFC-1418 14'4" B.Z. 50" 14,000 TAB-30,30 10" 3 1,460 C= C• ler; 164" 82" 50" 16,000 7AB-36-30 36' 3 1,580 EFC•18e 18'4" 812" 50" 1F3,000 TAB 42. 30 42" 3 2,045 EFC•208 20'4" 87' 50, 20000 TA5-42-30 42" 3 2,23C EPC-810 8*4 10'2" 38' 101000 TAB 24-30 24" 3 96U EFC-1010 10.0" 10'2' U" 12,500 TAB-;36-20 36" 2 1,1914 EFC11210 12. 4" 1012" 50" 15000 r'A13.30-21 36" 2 1,1105 6F0•1410 14'4" 10'2" 50" 17,500 7AB-36-30 36" 3 2,064 EFC-1610 16* 10'2" 50" 20,nQ^, TAB-42-30 42" 3 2,117 EFC;_1810 18'4" 107' 50, 22,500 TA8- 2-50 42" 5 21296 AFC-2010 20'4" 102- 50" 25000 TAS-42-75 42" 7-112' 2400 FF( -812 8'4" t2'2, 501, t2.000 TAB-30.20 30" 2 1,350 EFC 1012 10'0" t2'2" 50" 15,000 TAB-36-20 3e` 2 t SOS EFC-1212 12'4' 12,2" bO" 18,000 TAB-42-30 42" 3 2.0ao EFC-1412 14W 1212" 0, 21,01(10 TAS-42-60 42" 5 2,200 EFC.1612 16'4" 1212" 50" 4,000 TAB-42-50 42" 5 2,325 EFC>1812 18'4" fez 50' 27,000 TA13-42-75 42" 7-1/2 2,475 EFC 2012 2P'4" 12'2" 5J" 30,.000 4 1 AB-42 100 42' 10 2,600 Af C t4 4 10' 4d" 12,6UOy TAB-30-30 30" 3 1.340 ATFC 14' 4" 12'8" d4' 1E.B OY TAB-36.50 36" 5 2,OPO 1'FC: 16'" 16'8° 0" 25,60D1 TAB-42.75 42' 7.1/2 2,800 with 25 M. 01 Stralght txnausl uuct JBI EXHAUST CHAMBERS COMPLY WITH ALL OSHA AND NFPA REGULATIONS The Sherwin-Williams Company Chemical Coatings SHIER-WOOpII Water Reducible Wiping Stain S64 Series pESCRIPT,M CHARACTE$ SPOCIFIWIONS SHER_WOOD° Water Reducible Wiping Gloss: Flat General: For General Surface Preparation, Stains are low VOC, ready -to -use, pig- Weight Solids: 2.7-21.9% see pages 23-25. mented stains Intended to docent and high- varies by color Wood (interior only): Must be mean, dry, and light grain definition and the natural beauty of Volume Solids: 3-11 % finish sanded. Moisture content of wood wood products, varies by color should be 6 to 8%. Viscosity: Testing: Due to the wide variety of sub - Advantages, 10-15 seconds 04 Ford Cup strates, surface preparation, methods, appli- Meets the Federal HAPS rule for wood fin- Drying (77•F, 50% RH): cation methods, and environments, the cus- ishes as packaged (National Standards for WoWng time: Wipe within 10 minutes or tomer should test the complete system for Hazardous Air Pollutants (HAPS) Emissions before water flashes off. if it dries before adhesion and compatibility prior to full scale for Wood Furniture Manufacturing Opera- wiping, just re-wot with stain and wipe. application. tons, CFR 40, Part 53, Subpart JJ% Recoat tlme: 30 minutes after wiping. Very low volatile organic solvent emis- When sealing or topcoating with solvent Custom Color Stains: lions—less'than 0.5 IWgat based products, the stain must be thor- Other stain colors car,. be made by blending VOC of under 3.0 Ib/gal less water•meets oughly dry. Good air movement is important stains and/or by incorporating Hulls 896, Blend• all existent VOC regulations for low solids for water evaporation. a -Color colorants up to 8 oz/gaAon or UCDC stains" Flash Paint, >200°F Seta Flash rciorants up to 4 oz/gallon into the stain to VIA Ready -to -use Closed Cup desired color or Strength, Clean colors attain rich wood tones Package Life: 1 year, unopened To shade Filters and Lacquers: Durable colors —no color fade or bleed Wiping Stains may be added to Sher•Wood Excellent clarity highlights wood grain Air Quallty Data: Kern Aqua Lacquer to make toners and shad- Good workability-1 0 minutes open time Non-photochemically reactive ing lacquers. A maximum of 4 ounoas per Excellent rq-wetting of stain even after 24 Volatile Organic Compounds (VOC) gallon should be added to the lacquer to ob- hours drying as packaged, lass water, maximum tain the desired color, Apply by spray, dip, brush or Cloth 3.0 lb/gal, 360 g/L AEFI.ICATION Use or, a spray stain with further reduction Volatile Organic Emissions Other stain colors may be blended in the as packaged, maximum May be applied by: field 0.5lbrgal. 60 g1L Conventional Brush Dip Use to make shading lacquers and toliars Hazardous Alr Pollutants (HAPS) Sponge Cloth with Sher -Wood Kern Aquaa Lacquer as packaged, maximum Low odor system less than 0.0 lbs per pouno of solids conventional Spray: Free of lead and chromate hazards Air Pressure . .................... .1,......... 30-35 psi An Environmental Data Sheet Is available from Fluid Pressure.,..., ......................... 1. 5_10 psi All Sher -Wood sealers and topcoats may be your local Sherwin-Williarrls facility. Application as a Wiping Stairs applied: Reduction normally not required. If a lighter Kern Aqua Lacquer color is desired, reduce with water or wipe HI-Blld Lacquer System sooner. Spray a full wet coat. Remove ex- 24% Solids Finishing Lacquer cess stain by wiping using a elroalar motion Moisture Resistant Lacquer with a soft cloth. For a deeper color, allow CAS-Aaryilc Lacquer with Vinyl Sealer some of the solvent to flash off, up to 10 Catalyzed Lacquer with Vinyl Sealer minutes maximum working time. Super KemVar "C' and "M° If wiping becomes difficult due to dryness of KemVar Conversion Vamish the stain, rewet with a cloth dipped in stain, Water White Conversion Varnish then wipe again. Sealers or other wood fin- Ish€ng products may be applied 30 minutes after wiping. Wood surface must be dry be- fore topcoating. Good air movement is nec- essary for best drying. Application as a Spray Stain For applications requiring a spray stain , re- duce with water 500.700% and spray a uni- form coat. Atomization pressure of 6 to 10 psi is typical. Subsequent wood finishing products can be applied after 15 to 30 rnin- utes drying. Cleanup: Complete cautionary, safely, and health information Clean tools/equlpment immediately after use VOC compliance limits vary from state to on Page 164 of this Chemical Coatings Finishing with water, or a blend of water and ammpmia, slate: lease Consult local Air Quality rUieS Systems Guide - see note 3. Also refer to material or a 3;1 blend of water and Butyl Covosolve, p y safety data sheets, Product Date Sheet CC•F27 or Follow manufacturer's safety recommenda- and regulations. product label caution statements, ti0ns when uslno any solvent. 147 The Sherwin-Williams Company Chemical Coatings SHER.W0006 KEMVAIR® W" Water Reducible Conversion Varnish Glass -- ----.••••-•--•... V84V530 Bright Rubbed Effect ...........=-........ V84F531 Medium Rubbed Effect.,,.....,:.... V84F532 Dull Rubbed Effect ...................... V84F533 Catalyst ........................................... V66V21 DESCRIPTION CHAI2ACT RltiSTI1C$ SpECIFICAnONS SHER-WOOD® KEMVAW "W' Water Redue- Color; Wet water see e1. or General Surface Preparation, ibie Conversion Varnish is a waterborne, Dry white Full pages 25. Wood (interior only): Must be clean, dry, andhighsolids, catalyzed, wood finishing sys- tem offering a superior quality finish for furni- Gloss: Gloss BRE 55-60 units finish sanded. Moisture content of wood ture, cabinets, and interior wood products. MRE 34-38 units should be 6 to 8% Advantages: ORE 17-24 units Weight Sollds: 46 ± 2% Testing: Due to the wide variety of sub Meets the Federal HAPS rule for wood fin- Volume Sellds: 40 t 1% 5trate5, surface preparation methods, appli- ishes as packaged (National Standards for Viscosity: cation methods, and environments, the cus- Hazardous Air Pollutants (NAPS) Emissions 25.40 seconds #2 Zahn Cup tomer should test the complete system for for Wood Furniture Manufacturing Opera- 20-36 seconds #4 Ford Cup adhesion and compatibility prior to full scale tions, CFR 40, Part 63, Subpart JJ) Recommended film thickness: application. VOC - less than 2.3 lb/gal, less water Sealer -ropcoat Volatile Organic Emissions - less then 1.3 Mils Wet 1.8 - 2.4 2.0 - 2.7 Wood Finishing System Iblgal of product Mils Dry 0,7 - 1.0 0.8 - 1.1 1, Stain —apply Sher -Wood Water Reducible High solids - over 45% weight solids Spreading Rate (no application loss) Wiping Stain and allow to dry thoroughly - High build - 40% volume solids @ 1 mil dft: 640 sq ft/gal 2. Sealer --catalyze and apply at 1.8 - 2.4 mils Water white with excellent resistance to Drying (77•F. 50% RH): wet as a sealer. After drying, sand, and yellowing Meets KCMA (Kitchen Cabinet Manufactur- To Touch: 15-20 minutes TO Handle: 20.30 minutes remove all sanding dust. As alternate sealer, use Sher -Wood Vinyl ors Association) test requirements To Sand: 30.45 minutes Sealer, T67F3. It prevents possible wood Self sealing - use the same product as a To Recoat: 30-45 minutes discoloration from acid or water in the var- sealer To Pack overnight nish. It Is an uncatalyzed, solvent based Appearance comparable to solvent based To Rub: 24 hours, minimum sealer. varnishes Force Dry: 5.20 minutes at 3. Topcoat —.catalyze and apply at 2.0 - 2.7 Compatible with Sher -Wood solvent or 110-160°F mils wet. For more depth, apply a second waterborne wiping stains Good -hang" on vertical surfaces Good air movement Is essential for good dry, ing times. High humidity will give slower dry- coat. 4. Dry --allow overnight drying with good air Conventional touch-up procedures ing times. movement before packing or stacking. Versatile - may be applied by conventional, air asslsted airless, or HVLP. Easy Flash Point: 200°F Seta Flash, Force drying may be used. airless, uncatalyzed 5. Maximum dry film thickness must not ex - to handle Clean up with soap and water Mixing Ratio: W" ceed 3-5 mils dry. Possible lower fire insurance rates Ideal for kitchen cabinets, vanities, chairs, 1 gallon KemVar 11% (14 fl oz/gal)Catalyst, V66V21 APPLICATI I office furniture, household furniture and Add catalyst slowly with agitation wide range of interior wood products Pot Life: 10 hours Reduction: Reduction normally not required. Free of lead and chromate hazards Package Life: 1 year, unopened if necessary, add water up to 10% by volume maximum at anytime, Performance Testa: Air Quality Data: Cold Check Resistance ................ 20 cycles Non-photoemlcallypreactiv conventionalSpray: Freeze Thaw .................... Passes 2 cycles Volatile Organic Compounds VOC Air .........................40-50 psi Print Resistance ............... No print, 18 hours as packaged, less water, maximum Fluid Pressure .................... ............ 5-10 psi 2. 1 mils dft, 24 hours air dry, at 2 psi at 77°F in 1,8 lb/gal, 210 gIL Alrless Spray: direct contact with 8 oz. duck cloth. catalyzed as above, less water, maximum Pressure ........••.•.......... ••.•••..1800-2400 psi Household Chemicals Test 2.3 Iblgal, 275 g/L Tip ................................... •.......... .010 -A11" Panels were aged 30 days -at room condi- Volatile Organic Emissions Air Assisted. Airless: tions, Five drops of each Item were placed as packaged, maximum Air Pressure :..................... 25-30 psi under a watch glass for one hour. Film was 131b/gal, 156 gIL Fluid Pressure...........................600-700 psi rinsed with water, washed with warm water Hazardous Air Pollutants HAPS Tip .............................................. ...........0111, and soap, dried, and wiped with VM&P Naph- as.packaged, maximum HVLP: tha to remove items not removed with water. less than 0.8 ibr per pound of solids Atomizing Air Pressure at the Cap .., 7-9 psi No visual effect from the following Items: Fluid Pressure ................. .- 5-B psi Vinegar Lipstick An Environmental Data Sheet is available from Lemon Juice 50% Ethyl Alcohol your local Sherwin-Williams facility, Clean up: Mercurochrome 2% Red Ink Clean tools/equipment immediately after use Washable Blue Ink Mustard with water. A 20:1 blend, of water and Butyl Oil Base Paint Later Emulsion Paint Cellosolve may also be used. VM& P Naphtha Turpentine Orange Crayon carbon Tetrachloride Complete cautlonery, safety, and health information Follow manufacturer's safety recommenda- Mayonnaise Sour Milk on page 164 of thi9 Chemical Goattngs Finishing to lionswhet? using any solvent. Butter Household Ammonia Systems Guide - see notes 3, 6 & 11. Also refer malertal safety data sheets, Product Data Sheet Margarine 10% Sodium Carbonate CC-F29 or product label cautlon statements. Grease (Cooking fat @ 77°F) 134 The Sherwin-Williams Company Chemical Coatings i SHED -WOOD® Water Reducible Wiping Stain Concentrates S64 Series DESCRIPTION CHA ACIERISM gpfCffLQAT10NS SHER-WOOD® Water Reducible Wiping Gloss: Flat General: For General Surface Preparation, see pages23-25. Stains are low VOC, monochromatic, pig Walght Solids: 17-38% Wood (interior only): Must be clean, dry, and mented stains intended for the blending of I Volume Solids: 14-22% finish sanded. Moisture content of wood should custom stain colors which accent and high- Viscosity: reduced 200% with water be 6 to 8%. light grain definition and the natural beauty of 10.15 seconds #4 Ford Cup Drying (77°F, 50% RH); Testing: Due to the wide variety cf substrates, wood products. reduced 200% with water surface preparation methods, application meth - ods, and environments, the customer should Advantages: Meets the Federal HAP$ rule for wood fin- Working time: Wipe within 10 minutes or before water flashes off. If it dries before . test the complete system for adhesion and oom- atiblli rigr to full scale application. p ty p iehes as packaged (National Standards for Hazardous Air Pollutants (NAPS) Emissions wiping, just re -wet with stain and wipe. Recoat time: 30 minutes after wiping. To shade Fillers and Lacquers, for Wood Furniture Manufacturing Opera- When scaling or topcoating with solvent based products, the stain must be thor- Wiping Stains may be added to Sher -Wood Kem Aqua Lacquer to make toners and shading lac- tions, CFR 40, Part 63, Subpart JJ) Concentrated monochromatic colors oughiy dry. Good air movement is important quern. A maximum of 2 ounces per gallon should ba added to the lacquer to obtain the desired Very low volatile organic solvent emis- sions---less than 0,5 lb/gal at point of use for water evaporation. Flash Point: }200°F Seta Flash color. Custom Color Stains: j VOC of under 3,0 lb/gal less water —meats Closed Cup Slend monochromatic stain concentrates to de- ail existing VOC regulations for low solids Package Life; 1 year, unopened sired color. Use concentrate Clear, S64T528, Ei stains' Air Quality Data: to adjust color strength. Blend -A -Color colorants 8 or UCDQ colorants up to 4 oz/ Reduce 200% with water for ready -to -use stain; 100% for White Non-photochemically reactive up to oz/galton gallon are compatible in all ratios for wider Clean colors attain rich wood tones Durable colors —no color fade or bleeding Volatile Organic Compounds (VOC) as packaged, maximum, less water color selection. Reduce 200% with water for a ready to use Excellent clarity —highlights wood grain 3.0 Iblgal, 420 g/L wiping stain. For a straight white, reduce White, 564W531, only 100% with water - more reduc- s Good workability-10 minutes open time reduced 200% with, water, maximum tion will reduce color. e Excellent re -wetting of stain even after 24 3.0 lb/gal, 420 g/t hours drying Volatile Organic Emissions AFFLICA-00N Apply by spray, dip, brush or clout reduced 200% with water, maximum May be applied by: Use as a spray stain with further reduction Other colors may be blended in the field 0,5 lb/gal, 60 g/L Hazardous Air Pollutants (RAPS) Conventional brush Cloth Use to make shading lacquers and toners as packaged, maximum lass than 0.8 Ibs per pound of solids Sponge Dip with Sher -Wood Kern Aqua Lacquer May be used under all Sher -Woad Sealer Conventional Spray: and Topcoat systems - both water and sol- An Environmental Data Sheet Is available from Air Pressure ..................................... 30-35 psi 6-10 psi vent based products your local Sherwin-Williams facility. Fluid Pressure ...... ............... ... I .... ..... Low odor system Application as a Wiping Stain Additional reduction normally not required- If Topcoat with all Sher -Wood sealers and top- a lighter color is desired, reduce with water or coasts Including: wipe sooner. Spray a full wat coat. Remove excess stain by wiping using a circular motionKemAquaLacquer HI-Sild Lacquer Sealer and Topcoat with a soft cloth. For a deeper color, allow some of the solvent to flash off, up to 10 minutes Water White Lacquer maximum working time. Moisture Resistant Lacquer If wiping becomes difficult due to dryness of I SealerVinyl the stain, rewet with a cloth dipped in stain, CAD -Acrylic Lacquer over Vinyl Sealer then wipe again. Sealers or other wood flnish- T67F3 ing products may be applied 30 minutes after Catalyzed Lacquerover Vinyl SealerT67F3 wiping. Wood surface must be dry before top - Super KemVar "C" and "M" coating. Good air movement is necessary for KemVar Conversion Varnish best drying. Water White Conversion Varnish Application as a Spray Stain For applications requiring a spray stain with no wiping, reduce 500-700% (1 part stain concen- trate to 5 - 7 parts water) and spray a uniform coat, Atomizatlon pressure of 6 to 10 psi is typical. Subsequent wood finishing products can be applied after 15 to 30 minutes drying. Cleanup: Complete cautionary. safety, and health Information Clean tools/equipment Immediately after use VOC compliance limits vary from state to on page 164 of this Chemical Coatings Finishing Systems Guide - see note 3, Also refer to material with water or a blend of ammonia and water. Follow manufacturers safety recommendations state,- please consult local Air Quality rules safety data sheets, Product Data Sheet CC-F30 or when using any solvent. ar)d regulations. product label caution statements. . 148 CITY OF SANFORD PERMIT APPLICATION I Permit No.: of / 2,( Date: `-- 2 %' d % Job Address: /O Sz9 4 L4E/-1T7K1_ l''',/C - bA I v Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work:,v Type of Construction: Flood Zone: Valuation of Work: $ 171 2 2-0, Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: zra SE rw Address: City: .S'4,11 y=a -I "i) State: Zip: Phone No.: / Fax No.: Contractor: 504eg 7L•LrtL tget` .Lem., Xvc- Address: n 26o City: J;. q'y,Q State: _i . Zip: 22?' 7 State License No.: 00 8_S_/`?qop1 5 Phone No.: 7 o7 6 — !f 411 Fax No.: E9,0-7-6,919— 4/-? 9,3 Contact Person: 66Z,1— ',/„ i,/ Phone No.: Title Holder ( If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Phone No.: Address: Fax No.: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING 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. 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, FS 713. Signature of Owner/Agent Print Owner/ Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Signature of CContractor/Agent/ Date 6 Print Contractor/ A nt's Name I Signature of Notary -State of Florida Date S/AY P gi Marcia A. Stivanson MY COMMISSION # CC918646 EXPIRES April 14, 2004 BONDED THRU TROY FAIN INSURANCE, INC Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED . BY: Date — l — 0 Special Conditions: CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 40.7-302-1091 * FAX #: 407-330-5677 DATE: 3 / 1 / 0 PERMIT #: BUSINESS NAME / PROJECT: !!- ii J' R-yt i s H fa S % S n TN 1f S 7— ADDRESS: PHONE NO.: Lf U'l ' g Lf / FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S. [ HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ ] l TOTAL FEES: $ IS-0 (PER UNIT SEE BELOW) COMMENTS: Py-0 '4 li kvt it'- 1 -r- Address-/ Bldg. # / Unit # Square Footage Fees per Bldg_ / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. 1 certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City o anford, Florida. Sanford Fire Prevention Division Applicant's Signature DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: DIRECT FURNISHINGS Location: LOT 12 SANFORD PARK SANFORD, FLORIDA Drawing Date: 2-22-01 Remote Area Number: 1 Contractor: SOUTHEAST FIRE SPRINKLERS Telephone:407 688-1949 2801 W. AIRPORT BLVD SANFORD, FLORIDA, Designer: R.PRITCHARD Calculated By:SprinkCALC CSC Systems_ & Design Construction: Occupancy: Reviewing Authorities: SYSTEM DESIGN Code:NFPA-13 Hazard:ORDINARY 2 System Type:WET Area of Sprinkler Operation 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make:CSC Model:GB Area per Sprinkler 130 sq ftl Orifice:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:200 Hose Allowance Outside 250 gpm I CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 328.0 psi Required: 71.4 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal' Static Pressure 78.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 70.0 psi I Elevation 0 I At a Flow of 1113 gpm I Make: I Well Elevation 116" I Model: I Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 219 Gallons Notes: ALL DIRECT FURNISHINGS Drawing Date:2-22-01 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 1 1 3" Grvd 90 Ell 7' 120 3.068 Elevation Change 9'8" 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3.068 1 4" MJ 90 Ell 10' 120 4..026 1 Pipe 4" C9 141 150 4.230 1 4" MJ 90 Ell 10' 120 -4.026 1 Pipe 4" C9 55' 150 4.230 1 4" MJ 90 Ell 10' 120 4.026 1 Pipe 4" C9 55' 150 4.230 1 4" MJ 90 Ell 10' 120 4.026 1 4", Fingd Gate Valve Kennedy."4068A" 2' 120 4.026 1 4" F1ngd Back Flow Valve FEBCO "860 CHART LOSS 1.4" Fingd Gate Valve Kennedy "4068A 2' 120 4.026 1 4" MJ 90 Ell 10' 12.0 4.026 1 Pipe 4" C9 30' 150 4.230 1 4" MJ Tee 20' 120 4.026 2121101 16: 16 FLOW LOSS gpm psi TOTALS 328 56.2 psi 328 1.0 4.2 328. 1.2 328 0.3 328 0.2 328 0.3 328 0.9 328 0.3' 328 0.9 328 0.3 328 0.1 328 3.7 328 0.1 328 0..3 328 0.5 328 0.7 Hydr Ref R1 Required at Source 1 328 71.4 psi Water Source 78.7 psi static, 70.7 psi residual @ 1113 gpm 328 gpm 77.8 psi SAFETY PRESSURE 6.4 psi NOTE: Water Source has been adjusted to include a change of elevation of 1'6" flow test to point of connection Available Pressure of 77.8 psi Exceeds Required Pressure of 71.4 psi This is a safety margin of 6.4 psi. or 8 % of Supply Maximum Water Velocity is 18.2 fps DIRECT FURNISHINGS Drawing Date:2-22-01 LEGEND 2121101 16 : 16 HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm)_= K x \/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.,01 psi. Addition may vary by 0.01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition. Velocity Pressures are not considered in these Calculations Path #1 is from the most remote head back to the water source. Later Paths are from the next most remote head back to previously defined paths DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16:16 REMOTE AREA #1 PAGE 1 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 12 TO W PRIMARY PATH) HEAD 12 28.1 1" 0 0 1110" 10.5 fps 25.2 25.2 0.22 gpm/sq ft 1.04.9" 1 0 51 0" 0.244 1.7 -0.0 K= 5.60 28.1 120 40 0 6'10" 511 0.2 25.2 REF 20 38.8 11 0 0 212" 14.5 fps 26.7 PATH 3 1.380" 1 0 610" 0.319 2.6 K= 7.51 66.9 120 40 0 812" 2'ill 0.9 REF Al 2" 0 0 1014" 5.9 fps 3.0.2 2.157" 0 0 0" 0.036 0.4 66.9 120 10 0 10'4" 0" 0.0 REF A2 67.7 2" 0 0 1014" 11.9 fps 30.6 PATH 5 2.157" 0 0 0" 0.132 1.4 K= 12.25 134.6 120 10 0 10'4" 0" 0.0 REF A3 70.7 2" 0 0 10'4" 18.2 fps 31.9 PATH 7 2.157" 0 0 0" 0.289 3.0 K= 12.51 205.3 120 10 0 10'4" 0" 0.0 REF A4 15.8 2" 0 0 1014" 16.8 fps 34.9 PATH 10 2.157" 0 0 0" 0.249 2.6 K= -2.68 189.5 120 10 0 10'4" 0" 0.0 REF A5 11.5 2" 0 0 1014" 15.8 fps 37.5 PATH 11 2.157" 0 0 0" 0.222 2.3 K= -1.88 178.0 120 10 0 1014" 0" 0.0 REF A6 8.4 2" 0 0 1014" 15.0 fps 39.8 PATH 12 2.157" 0 0 0" 0.203 2.1 K= -1.33 169.6 120 10 0 10'4" 0" 0.0 REF A7 6.9 2" 0 0 1014" 14.4 fps 41.9 PATH 13 2.157" 0 0 0" 0.188 1..9 K= -1.06 162.7 120 10 0 10'4" 0" 0.0 CONTINUED 43.8 psi DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16:16 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE_. VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE R FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1.2 TO W (PRIMARY PATH) CONTINUED REF A8 -7.3 2" 3 0 1517" 13.8 fps 43.8 PATH 14 2.157" 0 0 1510" 0.173 5.3 K= -1.10 155.5 120 10 0 30'7" 1'0" 0.4 REF A9 22.4 2" 0 0 1217" 11.8 fps 49.5 PATH 15 2.157" 0 0 0" 0.129 1.6 K= -3.19 133.0 120 10 0 12'7" 0" 0.0 REF A10 17.4 2" 0 0 1216" 10.3 fps 51.2 PATH 16 2.157" 0 0 0" 0.100 1.2 K= -2.43 115.7 120 10 0 1216" 0" 0.0 REF All 13.4 2" 0 0 9110" 9.1 fps 52.4 PATH 17 2.157" 0 A 0" 0.080 0.8 K= -1.85 102.3 120 10 0 9110" 0" 0.0 REF Al2 11.9 2" 0 0 10'0" 8.0 fps 53.2 PATH 18 2.157" 0 0 0" 0.063 0.6 K= -1.64 90.3 120 10 0 1010" 0" 0.0 REF A13 11.1 2" 0 0 1012" 7.0 fps 53.8 PATH 19 2.157" 0 0 0" 0.050 0.5 K= -1.52 79.2 120 10 0 10'2" 0" 0.0 REF A14 13.9 2" 1 0 7111" 5.8 fps 54.3 PATH 20 2.157" 0 0 510" 0.035 0.4 K= -1.89 65.2 120 10 0 12'11" 0" 0.0 REF C1 22-i" 1 0 521111 3.9 fps 2.635" 0 0 610" 0.013 0.8 65.2 120 10 0 5811" 0" 0.0 REF D1 3" 0 0 7'11" 2.5 fps 55.5 3.260" 0 0 0" 0.005 0.0 65.2 120 10 0 7111" 0" 0.0 CONTINUED 55.6 psi DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16: 16 REMOTE AREA #1 PAGE 3 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 12 TO W (PRIMARY PATH) CONTINUED REF D2. 13.9 3" 0 0 414" 3.1 fps 55.6 PATH 20 3.260" 1 0 1510" 0.007 0.1 K= 1.87 79.2 120 10 0 19'4" 0" 0.0 REF B16 248.9 3" 0 0 5'2" 12.7 fps 55.7 PATH 2 3.260" 0 0 0" 0.092 0.5 K= 33.35 328.0 120 10 0 512" 0" 0.0 REF W 328.0 gpm PATH 1 K= 43.77 56.2 psi PATH 2 FROM -HYDRAULIC REFERENCE 10 TO B16 HEAD 10 26.6 111" 0.20 gpm/sq ft 1.442" K= 5.60 15.3 120 10 HEAD 9 26.0 1;4" 0.20 gpm/sq ft 1.442" K= 5.60 41.3 120 10 REF 21 11/4" 1.380" 41.3 120 40 REF B1 2" 2.157" 41.3 120 10 REF B2 41.1 2" PATH 4 2.157" K= 6.87 82.4 120 10 REF B3 40.3 2" PATH 8 2.157" K= 6.69 122.7 120 10 CONTINUED 0 0 12'2" 3.0 fps 22.6 22.6 0 0 0" 0.017 0.2 0.0 0 1212" 310" 1.3 22.6 0 2 7115" 8.2 fps 21.6 21.6 1 0 810" 0.106 8.4 0.0 0 79'5" 8'5" 3.6 21.6 0 0 2'2" 8.9 fps 33.6 1 0 610" 0.131 1.1 0 812" 2'2" 0.9 0 0 1014" 3.7.fps 35.6 0 0 0" 0.015 0.2 0 1014" 0" 0.0 0 0 1014" 7.3 fps 35.8 0 0 0" 0.053 0.6 0 10'4" 0" 0.0 0 0 10'4" 10.9 fps 36.3 0 0 0" 0.111 1.2 0 1014" 0" 0.0 37.5 psi DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16 : 16 REMOTE AREA#1 PAGE 4 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Ph6ad FITS PATH 2.FROM HYDRAULIC REFERENCE 10 TO B16 CONTINUED REF B4 15.8 2" 0 0 1014" 12.3 fps 37.5 PATH 10 2.157" 0 0 0" 0.140 1.4 K= 2.59 138.5 120 10 0 10'4" 0" 0.0 REF B5 11.5 2" 0 0 1014" 13.3 fps 38.9 PATH 11 2.157" 0 0 0" 0.162 1.7 K= 1.85 150.0 120 10 0 10'4" 0" 0.0 REF B6 8.4 2" 0 0 10'4" 14.0 fps 40.6 PATH 12 2.157" 0 0 0" 0.179 1.8 K= 1.32 158.4 120 10 0 1014" 0" 0.0 REF B7 6.9 2" 0 0 1014" 14.7 fps 42.4 PATH 13 2.157" 0 0 0" 0.193 2.0 K= 1.05 165.3 120 10 0 1014" 0" 0.0 REF B8 7.3 2" 1 0 2'9" 15.3 fps 44.4' PATH 14 2.157" 0 0 510" 0.209 1.6 K= 1.09 172.6 120 10 0 7'9" 0" 0.0 REF B9 21," 3 0 56'11" 10.3 fps 46.0 2.635" 0 0 1810'" 0.079 5.9 172.6 120 10 0 74'11" 1'0" 0.4 REF B10 3" 0 0 914" 6.7 fps 52.4 3.260" 0 0 0" 0.028 0.3 172.6 120 10 0 914" 0" 0.0 REF 311 22.4 3" 0 0 1217" 7.6 fps 52.7 PATH 15 3.260" 0 0 0" 0.035 0.4 K= 3.09 195.0 120 10 0 1217" 0" 0.0 REF B12 17.4 3" 0 0 1216" 8.2 fps 53.1 PATH 16 3.260" 0 0 0" 0.041 0.5 K= 2.38 212.4 120 10 0 1216" 0" 0.0 CONTINUED 53.6 psi DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16: 1 6 REMOTE AREA #1 PAGE 5 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 10 TO B16 CONTINUED REF B13 13.4 3" 0 0 12'6" 8.8 fps 53.6 PATH 17 3.260" 0 0 0" 0.046 0.6 K= 1.83 225.8 120 10 0 12'6" 0" 0.0 REF B14 11.9 3" 0 0 10,10" 9.2 fps 54.2 PATH 18 3.260" 0 0 0" 0.051 0.5 K= 1.62 237.7 120 10 0 10'10" 0" 0.0 REF B15 11.1 3" 0 0 2'5" 9.7 fps 54.7 PATH 19 3.260" 1 0 1510" 0.055 1.0 K=: 1.51 248.9 120 10 0 17'5" 0" 0.0 REF B16 248.9 gpm PATH 2 K= 33.35. 55.7 psi PATH 3 FROM HYDRAULIC REFERENCE 10 TO 20 HEAD 10 26.6 1144" 0 0 1212" 2.2 fps 22.6 22.6 0.20 gpm/sq ft 1.442" 0 0 0" 0.010 0.1 0.0 K= 5.60 11.3 120 10 0 1212" 310" 1.3 22.6 HEAD 11 27.5 11,l" 0 0 10'4" 7.7 fps 24.0 24.0 0.21 gpm/sq ft 1.442" 1 0 6''0" 0.094 1.5 0.0 K= 5.60 38.8 120 10 0 16'4" 2'6" 1.1 24.0 REF 20 38.8;gpm PATH 3 K= 7.51 26.7 psi PATH 4 FROM HYDRAULIC REFERENCE 6 TO B2 HEAD 6 26.8 11/" 0 0 12 ' 2" 0.21 gpm/sq ft 1.442" 0 0 0" K= 5.60 14.9 120 10 0 1212" HEAD 5 26.1 1;4" 0 2 7115" 0.20 gpm/sq ft 1.442" 1 0 8'0" K= 5.60 41.1 120 10 0 7915" CONTINUED 3.0 fps 22.9 22.9, 0.016 0.2 0.0 3'0"' 1.3 22.9 8.2 fps 21.8 21.8 0.105 8.3 0.0 8'5" 3.6 21.8 33. 8, psi DIRECT FURNISHINGS Drawing Date:2-22-01 i 2121101 16:16 REMOTE AREA'#1 PAGE 6 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 6 TO B2 CONTINUED REF 23 1:444" 0 0 2' 2" 8.9 fps 33.8 1.380" 1 0 610" 0.130 1.1 41.1 120 40 0 812" 212" 0.9 REF B2 41.1 gpm PATH 4 K= 6.87 35.8 psi PATH 5 FROM HYDRAULIC REFERENCE 6 TO A2 HEAD 6 26.8 1;1 0 0 1212" 2.3 fps 22.9 22.9 0.21 gpm/sq ft 1.442" 0 0 0" 0.010 0.1 0.0 K= 5.60 11.8 120 10 0 12'2" 310" 1.3 22.9 HEAD 7 27.6 1:4" 0 0 1014" 7.8 fps 24.3 24.3 0.21 gpm/sq ft. 1.442" 1 0 610" 0.097 1.6 0.0 K= 5.60 39.4 120 10 0 1614" 216" 1.1 24.3 REF 22 28.3 1114" 0 0 212" 14.7 fps 27.0 PATH 6 1.380" 1 0 6'0" 0.327 2.7 K= 5.44 67.7 120 40 0 812" 211" 0.9 REF A2 67.7 gpm PATH 5 K= 12.25 30.6 psi PATH 6 FROM HYDRAULIC REFERENCE 8 TO 22 HEAD 8 28.3 1" 0 0 1110" 10.6 fps 25.5 25.5 0.22 gpm/sq ft 1.049" 1 0 51 0" 0.247 1.7 -0.0 K= 5.60 28.3 120 40 0 6'10" -5" -0.2 25.5 REF 22 28.3 gpm PATH 6 K= 5.44 27.0 psi PATH 7 FROM HYDRAULIC REFERENCE 2 TO A3 HEAD 2 27.3 11144" 0 0 121211 2.7 fps 23.8 23. 8 0.21 gpm/sq ft 1.442" 0 0 0" 0.014 0.2 -0.0 K= 5.60 13.7 120 10 0 12'2" 310" 1.3 23.8 CONTINUED 25.3 psi q DIRECT FURNISHINGS Drawing Date:2-22-01 REMOTE AREA #1 FLOW # OF GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER 2121101 16:16 PAGE 7 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS" PATH 7 FROM HYDRAULIC REFERENCE 2 TO A3 CONTINUED HEAD 3 28.1 1114" 0 0 1014" 8.3 fps 25.3 25.3 0.22 gpm/sq ft 1.442" 1 0 610" 0.108 1.8 0.0 K= 5.60 41.9 120 10 0 1614" 2'6" 1.1 25.3 REF 24 28.9 111 0 0 212" 15.3 fps 28.1 PATH 9 1.380" 1 0 6'0" 0.354 2.9 K= 5.44 70.7 120 40 0 812" 2'IV' 0.9 REF A3 70.7 gpm PATH 7 K= 12.51 31.9 psi PATH 8 FROM HYDRAULIC REFERENCE 2 TO B3 i HEAD 2 27.3 11-4" 0 0 1212" 2.7 fps 23.8 23.8 0.21 gpm/sq ft 1.442" 0 0 0" 0.014 0.2 0.0 K= 5.60 13.6 120 10 0 12'2" 310" 1.3 23.8 HEAD 1 26.7 1114" 0 2 71'5" 8.0 fps 22.7 22.7 0.21 gpm/sq ft 1.442" 1 0 81 0" 0.101 8.0 0.0 K= 5.60 40.3 120 10 0 79'5" 815" 3.6 22.7 REF 25 1114" 0 0 212" 8.7 fps 34.4 1.380" 1 0 610" 0.125 1.0 40.3 120 40 0 812" 212" 0.9 REF B3 40.3 gpm PATH 8 K= 6.69 36.3 psi PATH 9 FROM HYDRAULIC REFERENCE 4 TO 24 HEAD 4 28.9 1" 0 0 1110" 10A fps 26.6 26.6 0:22 gpm/sq ft 1.049" 1 0 5'0" 0.256 1.8 -0.0 K= 5.60 28.9 120 40 0 6110" -5" -0.2 26.6 REF 24 28.9 gpm PATH 9 K= 5.44 28.1 psi DIRECT FURNISHINGS Drawing.Date:2-22-01 212.1101 16:16 REMOTE AREA #1 PAGE 8 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUblMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY; Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PTPE K FACTOR` PIPE C TYPE' OTHER TOTAL ELEVATION Pe Pn Phead`FITS` PATH 10 FROM HYDRAULIC REFERENCE A4 TO B4 REF A4 15.8 114" 0 0. 212" 3.4 fps 34.9 PATH 1 1.380" 2 0 1210" 0.022 0.3 K= 268 15.8 120 40 0 1412" 2'l" 0.9 REF 26 1114" 0 2 10612" 3.1 fps 34.3 1.442" 1 0 810" 0.018 2.0 15.8 120 10 0 114'2" 0" 0.0 REF 2.7 11 1411 0 0 212" 3.4 fps 36.4 1.380" 1 0 61011 0.022 0.2 15.8 120 40 0 812" 2'2" 0.9 REF B4 15.8 gpm PATH 10`K= 2.59 37.5 psi I PATH 11,FROM HYDRAULIC REFERENCE A5 TO B5 E REF A5 11.5 1:14" 0 0 212" 2.5 fps 37.5 PATH.1 1.380" 2 0 1210" 0.012 0.2 K= 1.88 i 11. 5 120 40 0 14'2" 2' 1'" 0.9 REF 28 1144" 0 2 106'2" 2.3 fps 36.7 1 A42'° 1 0 81011 0.010 1.1 i 11.5 120 10 0 114'2" 0" 0.0 REF 29 1;14" 0 0 2'2" 2.5 fps 37.9 1.380," 1 0 6'0" 0.012 0.1. 11.5 120 40 0 812" 212" 0.9 REF B5 11.5 gpm PATH 11 K= 1.85 38.9 psi PATH 12 FROM HYDRAULIC' REFERENCE A6 TO B6 REF A6 8.4 11/" 0 0 212" 1.8 fps 39.8 PATH 1 1:380" 2 0 1210" 0.007 0.1 K= 1.33 8.4 120 40 0 1412" 211" 0.9 Y CONTINUED 39.0 psi r- DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16:16 4 REMOTE AREA #1 PAGE 9 FLOW_ OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF, OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn, ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop,PIPE K FACTOR.. PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead'FITS PATH 12'.FROM HYDRAULIC REFERENCE A6 TO B6 C,ONTINUED REF 30 13"4 0 2 10612" 1.7 fps 39.0 1.442" 1 0 810" 0.006 0.6 8.4 120 10 0 11412" 0" 0.0 REF 3"1 1"14 0 0 212" 1.8 fps 39..6. 1.380" 1 0 610" 0.007 0.1 8.4 120 40 0 81211 212" 0.9 i REF B6 8.4 gpm PATH 12 K=, 1.32 40.6'psi' 4 PATH 13 FROM.HYDRAULIC REFERENCE A7 TO B7 REF A7 6. 9' 1;4 0 0 .: 2' 2" 1.5 fps 41.9 3 PATH 1 1.380" 2 0 12 ''0" 0.005 0.1 K= 1.06 6..9. 120 40 0 1412" 211" 0.9 REF 32 1]4 0 2 106'2" 1.4 fps 41.0 1.442" 1 0 810'v 0.004 0.4 6.9 120 10 0 114'2„ 0VI 0.0 REF 33 11'411 0 0 2` 2" 1 . 5- fps 41.5 1.380" 1 0 610" 0.005 0.0 6.9 120 40 0 812" 212" 0.9 REF B7" 6.9 gpm PATH 13 K= 1.05 42.4 psi- PATH 14 FROM HYDRAULIC REFERENCE A8 TO B8 R 3 REF A8 7.3 11-4 0. 0 212" l.6 fps 43.8 PATH 1 1.380" 2 0 1210" 0.005 0.1 K= 1.10 7.3 120 40 0 1412" 211" 0.9 REF 34 114" 0 2 106' 2" 1.4 fps 43.. 0 1. 442" 1 0 8 1 0lf 0.004 0.5 7.3 120 10 0 11412" 0" 0.0 CONTINUED 43.5 psi s DIRECT FURNISHINGS Drawing Date:2-22-01 2121101 16:16 REMOTE AREA e 1 R PAGE 10 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY. TO HEAD HYD REF. OUTLET SIZE 9045 PIPE. VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT. Pf Pv Pdrop..PIPE K FACTOR, PIPE C TYPE OTHER TOTAL ELEVATION Pe-: Pn Phead FITS PATH 14 FROM HYDRAULIC REFERENCE A8 TO B8 CONTINUED REF 35 1 1' k" 0 0 212" 1.6 fps 43.5 1. 380" 1 0 610" 0.005 0.0 7. 3 120 40 0 812" 21211 0.9 REF B8 7.3 gpm PATH 14 K= 1.09 44 .4 ,psi PATH 15 i FROM HYDRAULIC REFERENCE A9 TO B11 REF A9 22.4 11-4 0 21 611 4...9 fps 49.5 PATH 1' 1.380" 2 0 12' 0" 0 .'042 0.6 K= 3.19 22.4 120 40 0 14'6" 215" 1.1 REF 36 114" 0 2 5.4' 10" 4.5 fps 49.1 1.. 442" 1 0 8' 0" 0. 034 2.1 22. 4 120 10 0 62'10" 0" 0.0 REF 37 11'14of 0 0. 2' 6" 4.9 fps 5.1 _.2 1. 3`80" 1 0 61011 0.042 0.4 22. 4, 120 40 0 816" 215" 1.1 s REF B11 22.4 gpm PATH 15 K= 3.09 52.7 psi PATH 16 FROM HYDRAULIC REFERENCE A10 TO B12 REF A10_. 17.4. 11'44" 0 0 3.8 fps 51.2 PATH` l 1.380" 2 0 1210" 0.026 0.4 K= 2.43 17.4 120 40 0 1416" 2'5" 71.1 REF 38 .,: 11'9" 0 2 5411011 3.4 fps 50.5 1. 442" 1 0 810" 0.021 1.3 17. 4 120 10 0 62'10" 0" 0.0 REF 39 1J44" 0 0 2'6" 3.8 fps 51.8 1. 380" 1 0 610" 0.026 0.2 17. 4 120 40 0 8'6" 215" 1.1 REF B12 17.4 gpm PATH 16 K= 2.38' 53.1 psi E iwing Date:2-22-01 2121101 16:16 2/21/01 16:16 PAGE 11 PAGE 12 OF LENGTH PRESSURE BRANCH LINE PRESSURE BRANCH LINE ITS FEET SUMARY TO HEAD SUMMARY TO HEAD Pn ELEV Pt Pt Pn ELEV45PIPEVELOCITYPtPt LT FITTINGS LOSS,PSI/FT Pf Pv Pdrop PIPE Pf Pv Pdrop PIPE HER TOTAL ELEVATION Pe Pn Phead,FITS Pe Pn Phead"FITS RENCE All TO B13 3.602'6'v 2.9 fps 52.4 0 121011 0.016 0.2 0.1 0 1416" 215" 1.1 1.1 4. 7 psi i254110112.7 fps 51. 6 0 81019 0.013 0.8 0 62'10" o„ 0.0 0 2'6" 2.9 fps 52.4 E 0 6v0ll 0.016 0.1 4.3 0 8F611 21511 1.1 0.2 1 2 ATH 17 K= 1.83 53.6 psi 3.4 0.9 RENCE Al2 TO B14 0.1 a 4.4260'0" 2.4 fps 53.2 0 2310vl 0.011 0.91 0.1 0 83 1 011 2 v 5vl 1.1 1.1 i i5.6 psi s02'6" 2.6 fps 53.0 0 61011 0.013 0.1 0 8f6lr 21511 1.1 ATH 18 K= 1.62 54.2 psi RENCE A13 TO'B15 0 3'5" 2.4 fps 53.8 0 91off 0.012 0.1 0 121511 217vl 1.1 2 571.4" 2.2 fps 52.8 0 1410if 0.009 0.7 0 711411 211 0.1 53.6 psi Job Water Required Hose Allowance DIRECT FURNISHINGS Static Pressure: 78.0 psi Pressure: 71.4 psi Inside: 0 gpm LOT 12 SANFORD PARK Residual Pressure: 70.0 psi Total Flow: 328 gpm Outside: 250 gpm SANFORD, FLORIDA Flow: 1113 gpm Safety Pressure: 6.4 psi Remote Area: 1 Date/Loc: lAn Drawn By SprinkCAD Central Sprinkler 800)495-5541 I i 100 150 200 250 300 350 400 450 500 Flow (gpm) ef A Project Name: DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY-'ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 i'i S%Yr CG-$ - iA'/C, Date: Owner/Contact Person: Phone: Address: C'_Sc Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 211, etc.): REMARKS: 2) NON-RESIDENTIAL Type of Uriits (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: REVISED 32I"' 11 Water System Impact Fees Equivalent Residential Connection (ERC) - 300'Gallons Per Day (GPD) Residential - 650/Unit - Single family structure, or multi -family unit containing three (,3) bedrooms or more. 487.50/Unit; - Multi -family unit or Mobile.Home unit containinglessthanthree (3) bedrooms, (This category isbasedonjudgement/assumption, estimation that such family units on'average require 751 - 225 GPD of thewaterand sewer service of an.average singlefamilyunit.)' ' Commercial' 650/ ERU - Fixture unit schedule from Southern Plumbing Code willbeused. . One. ERU'.wiii be charged for connection, and up to -twenty:-(2).-fixture units. For projects having more than..twenty`.(20).'fixture` units. tha Impact Fee will be determined by increments;;of 25t bisedz;on multiples of five (5) fixture units above "the `twenty (20) fixture unit base for the first ERU.r.,(Exam010: twenty-five 25) fixture units will be rated as 1.25 eru, twenty- six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containing lessthanthree (3) bedrooms. '(This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 259 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. ( Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) t4 1 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GRO11Pst For traps larger than 3 inches, use Table 7092. 1 .2 - b A showenccad over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. e See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent (lows. d Trap size shall be consistent with the fixture outlet size. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values areconfirmedbytesting. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 1 / 4 l 11/ 2 2 . . 2 3 2112 q CITY OF SANFORD BUILDING DEPARTMENT SUBMITTAL REQUIREMENTS FOR COMMERCIAL BUILDING PERMIT I. Two (2) complete sets of plans and drawings to scale and to include; ivi £u,ci- a. Site plan approved by Planning & Zoning and City Commission b. Boundary and building location survey C. Foundation plan c9 d. Floor plan 1. Room or space identification 2. Indicate room dimensions 3. Specify door and window dimensions and types 4. Indicate tenant separation, and fire resistant walls. Complete UL design noted. e. Four (4) or more elevations including finish floor(s) elevations. e f. Structure details -signed and sealed by engineer g. Architectural drawings signed and sealed by architect o h. Electrical drawings -signed and sealed by engineer, if over 600 amps i. Mechanical drawings -signed and sealed when 15 tons or more and/or 5,000.00 ems j. Plumbing drawings -signed and sealed, shall comply to Florida Handicap Code. pe-!"" 2. Plans shall show: a. Square Footage b. Type of construction c. Occupancy classification (group) d. Occupant load e. Sprinklers, standpipes and alarm systems f. Fire protection requirements & NFPA requirements g. Life safety Code 101 3. Three (3) sets of Florida Energy Forms 40OD-97 signed and sealed by architect or engineer. 4. Arbor permit when trees are to be removed from property. Contact the City Engineer for details regarding the Arbor Ordinance and permit. 9!'.. 5. Soil analysis may be included on site plan or foundation 6. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. f' 7. Utility Letters Required Inspections During and Upon Completion of Construction 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. Footer Underground electrical, mechanical and plumbing Foundation elevation survey Slab Lintels -tie beams -columns -cells Rough electrical Rough mechanical Rough plumbing Tub Set Framing Firewall Tenant separation/firewall Insulation, walls and/or ceilings Electrical final, mechanical final, and plumbing final Building final Other DATE 0 0 SIGNATURE Seminole County Property Appraiser Database Information Page 1 of 2 SE, PRAtSAL DATA Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. VALUE SUMMARY Value Method Market Number of Buildings 0 Depreciated Bldg Value $0 Depreciated EXFT Value $0 Land Value (Market) $91,781 Land Value Ag $0 JustlMarket Value $91,781 Assessed Value (SOH) $91,781 Exempt Value $0 Taxable Value 91,781 http://ntweb.scpafl.org:8080/owa/... /seminole_county_title?PARCEL=2819305NR0000036 02/08/2001 Seminole County Property Appraiser Database Information Page 2 of 2 SALES INFORMATION I Deed I Date Book Page11 Amount Vac/Imp WARRANTY DEED Ol/2001 03988 1305 $200,000 Vacant II WARRANTY DEED 107/1998 03470 111678 $121,400 Vacant Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LOT 36 SANFORD CENTRAL PARK PH 2 AMENDED PB 54 PGS 8 THRU 10 LAND INFORMATION Land Assess Metho] Frontage Depth Land Units Unit Price Land Value SQUARE FEET1=1::::dl 42,689 2.15]1 $91,781 New Search ] [ Find Comparable Sales within this Subdivision ] http://ntweb.scpafl.org:,8080/owa/... /seminole_county title?PARCEL=2819305NR0000036 02/08/2001