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11100 Plantation Lakes Cir - BC99-0007771 (1999) (PLANATATION LAKES - BLDG 11) DOCUMENTS
11100 PLhj+A4#"o^.) Lmtts douu... qcv- a3Q3 ZONE CONTRACTOR ADDRESS PHOI,s LOCA OWNI ADDRESS DATE PHONE N lfCf" PLUMBING CONTRACTOR / C/ v 1 ADDRESS SU991'1'OWN: PERMIT* N qq • 77) Lolm"O. 14,& *1 r BUOCK: JOB Slwr sg ILCOST $ /3 f SQUARE FEET: FEE $ STATE NO.UCw0Z&4970 FEE $ o / PHONE N cfl -- ELECTRICAL CONTRACTOR 0 3PA lrher-7,&c FEE 3_ ADDRESS PHONE N II AL CONTRACTOR - l FEEMECHANIC $ ADDRESS PHONE N MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: MODEL OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT By FEE $— ENERGY SECT. EPI: qc,- Not ire, Spr l n k I of CERTIFICATE OF OCCUPANCY ISSUED N DATE: FINAL DATE ' w CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING**** DATE: g laoloo u ADDRESS: CONTRACTOR/PROJECT NAME: t-)CC The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: Utilities/Cross Connection: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING**** DATE: 9 I-Boloo ADDRESS: CONTRACTOR/PROJECT NAME: tOCG The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: jq,00 Utilities/Cross Connection: EERTLELEALTE- OF OCCU ALNCY ADDENDUM SANFORD PUBLIC WORKS DEPARTIu W 407).330-5680, FAX (407) 33.0-3601 Project: Plantation Lakes September- 19, 2000 11100. Plantatioaf,akes Cmcle Reason.for Disapproval: npne ConditionatAgreement: L. Building.11:100 was not completewhen_tinspectedthe area There was a considerable amount of constructiowdebris-around the site. 2. The construction area -was not fenced off from the residents. This should be of great concern to your company because- of the- liability it -presents. A safety fence- should be in place to protect residents from ham Approved. by Public Works Department subject to. acceptable completion of the above deficiencies within- 30 days. Recommend aU parties invoh-ed- baviet a-Gnet walk through before-C.O: of the -last two buildings. Note: This. Addendum -does not include other -Department's comments. Thank you, Robert Beall Signs and 'traffic Coordinator h CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING**** DATE: $ 130100 ft ADDRESS: CONTRACTOR/PROJECT NAME: bC-C. The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: Utilities/Cross Connection: C.O./C.C. CF;EC::d's.;f - L i EU I-E3 Request Rccelrrd A4/jvs_--Qdo lttiiity Inspector *:a _F, INITIALS DATE utility Inspector's Final ___llc__-2WIvla-3:"S FDEP Clearance - Water ---------- -------- - FUEP Clearance - Sewer __________ ___ ------ City Services Easements _________ __________ Mointenonce Bond (10% - 2yr) _____ ---- Other-------------------- ---------- - ----- ta0, W. a 0 C3GooAOr- , U)f L 51 Iq ac1t up09 ec wn:vf7 CERTIFICALE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING**** DATE: $ 130100 ADDRESS: I CONTRACTOR/PROJECT NAME: bc-C The Building Dept. Has prepared a certificate of occupancy for the above location.and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: Utilities/Cross Connection: ia'•i :'ai '`:F'ii: QT-LY.S'•Cv::.::!.% is S%;' a ?_.•_/ er` ---------- -•--------- City Services Easernants---------- ---------- Maintenance Bond (10% - 2yi) ---------- ---------- fter-------------------- -------------------- S;FRTIFIGATE OF OCCUPA jQY ADDFNOW OWNER: ADDRESS:_ %l I VZ PI -A n T.4 i; o in I A,r rS s C; a - DATE: P / 3 i / o -o REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT:- A oe n0u/:z 2- C/o YS 7)t 13 g: r a vn Pt. if T g 'o 13 1 7 10 100 FIRE DEPARTMENT UTILITIES r PUBLIC WORKS ENGINEERING CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING**** DATE: S lzoloo u ADDRESS: CONTRACTOR/PROJECT NAME: bC-C— The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: Utilities/Cross Connection: fi f 1 4 f4 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING**** DATE: g 1-30100 ADDRESS: CONTRACTOR/PROJECT NAME: tOCC The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: Utilities/Cross Connection: r FEDERIIt.MORIEWYYAWAO NTAGIRM O.K&N0.308ratINATIONALFLAODIIlSI1RfiCEPROORAWE0ftJ* 31. ZG02 ELEVATION CERTIFICATE bantora FL PROPERTY DESCPJPTWH (tot erne 8100 Numbers. es POW Nwr . t pd Drae V*k W-) N.ak ar M.Aaa!) ' u wD lw u Walm SECTION B - FLOOD INSURANCE RATE MAP OVA INFORMATION OO R^ -E-- - 4/ 1 Roy I E"jFjgT41r4 ED GATE I „JqtiM • I aM 0A M depth a hooding; Bto. tndicete tin sounoa of tM Ban Flood Elevation MM dda or bate Owd dsptih emceed to as U FLS Proper U FIRM u cormrni4r odamk" u Outer(Doao®ax 911. Indiale tin elwallon dawn used br tin BFE In St U NGVD 1 211 U NAVO 19M U Other 011110 8): S1I ts the burk6ng bated in a Cog" Ban* Resaaas System (CBRS) area or OMwwhe Protected Ares (OPA)? U Yet U No Oelipnatbn Oats: C1. Building elevstions are baud am UC&Oucdo Orsrrinps' UBulitting Under ContstrudW apri w Comtnictton A new Eleration CerUlcate3wll be aowed when oontwn Wn of tis bAft is oomo101e- C2. Diagram Nwnber MOW the dWam most simian to tin building bur wtdeh uwt certifier'* is being completed - S' pages 6 and T. N no diagram aoatately represents tin h "ng. povtde a sketch or 0 0lognph.) C3. Elevations -Zones MAX. AE. AN. At* BFE). VE. V1•V3o. V (wNh BFE), AR. ARIA. ARIAE. ARlAI-A30. ARIAN. ARIAO Complex hens C364 bebw acwm" to the balding diagram speabed in Ilan C2. State tin datum used. Nun datum b dif emffi from un datum used for on SFE in Section S. oo0 ft dawn"fouged (wow BFE. Show field measurements and damn cwwwdcn calrsdation. Use an svM prw dedoruseowwft on dSOW" 0of Seabn 0. asappropneWto doctimeduhe datum oomre * oswm Elevation n WWM malt used Don" SW4Wn nWW= mark used appear on the FIRM? U Yes U t l'x a) Top of bottom ow &Waling bnanent or erre0sun) 64.3 t 9_ R(m) s1 0 b) Top of not 4har lour 6629 )L Rpn) E 0 c) Sottom of lowest horaanW stnrdmal member Nona only) 0 a) Atledrod game (top of 01110) _ fL(m) 0 e) Lowest elevation of muhmm andw equipntem 0 tin bu" 0 4 Laved aataoent grade (LAG) 6350_ • . R(m) O 0) Nighed adlaant grade (KAG) _ r s_=_' 0 h) Na of permanent openings (Hood vems) wflAin 1 R sears adjacent III -- 0 i) Told user of al permanent openings (flood vemt) in C3h $41% (s0• cm) SECTION 0 • SURVEYOR ENGINEEIL OR ARCHITECT CERTIFICATION Thfa w0atlon is to be signed and $ated by a tend wft*w. angina. of adht W wt aced by bw to oat* elevation yhionnstionh. I dray dw Nn brom ofto to Sections A B, and C on Utis csitilicste "resents my den oft" to kft p* ow data avebble f wtdsrnend lief am to o statement mar be pwism le br 6 w o.:nmrso aant www ts v s. coati section foot. CERTMWSKUM William E. Burkett, P.E. t GUM NUMM 36043 ANY twx TMA President ADO --SS 15 N. Ql!uige Are. $tg. ISO _ _• . , Orlando STATE FL ZPCn2801 ti hippy corm sloes W 9" t7ewuan CWMC a for (1) mmmuNty eflaoiel. (2) Insurance spentlaompsnp. and (3) haftft owner. COMMENTS SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A nrs M01ff AFFh For Zone A0 and Zone A (without BFE). complete Ilene E1 through E . ff ffw Elevation Ce WWO Is bonded 1w use as zw rtinp k mn ham Dora LOW orLOAtii-F. Sedw c must be aonFNted Et. Building Oleprem Plumber 3 (Solar the WWO dleown most sim filar to the buMV for which this oertfie'te is being complehed — A" pages 6 and 7. B no diegram accurately represents the bull ft provide a sketch or phomograph.) E2. The lop of the bottom floor &wkdog besahent at enclosure) of the building a I_I I A(m) ULjn•(Cm) U above or U below chest one) the highest ad)sosnt grade. _ Ell. For Zone AO o .. If no flood depth number is available. is the top of the bottom %or elevated in socordance with the commmunty s lbodpldn mehagemhent o *W"? U Yes U No U Unknown. The foal cf6od must oerliffr this I f mabon in Section G. The properlyowns or owm ses ahntinorixed mpr sbnt*ie who complete: Secdore A. B. and E for zone A (without a FEM 4 med or aommur ily4asued SFE) or Zone AO must sign hero. PROPERTY OMER•S OR OVAMEITS AUTHORIZED REPRESENTATIVES NAME ADDRESS _ CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I 1 Check here d attachment: SECTION 0 • COMMUNITY INFORMATION (OPTIONAL The Tod of sal who Is authodaed by law or ordnance to administer the oommurmilys Aoodplain management odhanee can complete Sections A. B. C (of E). and G of this Elevation Certificate. Complete the applicable ilem(s) orb sign below. G1. U The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor. engineer. or ardhiled who is su@erited by state or Tod low to certify elevation information. (Inhdiate the source and date of the elevation data in the Comments area below.) G2. U A community official completed Section E for a building located in Zone A (without a FEMA-Issued or corrnunilyeissued 9FE) or Zone AO. . G3. U The folowirg Wa malion (hems G4-G9) is provided for community Iloodplan management purposes. Gr. PERMIT NUMBER GS. OATE PERMIT ISSUED Ge. DATE CERTIitCATE OF COMPLJANCEIOCCUPANCY tSSUEO G7. This pemtA has bash issued for. U New Ce sbuction U Substantial Improvement G8. Elevation of as•buill lowest floor (including basement) of the building it _ R.(m) Dstum: G9. BFE or On Zone AO) depth of flooding at the building site it _ ft.(m) Datum: LOCK OFFICIAL'S NAME TITLE COMMUWTY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachment COMA C mm ai.ti sI Ir. oo eapr Ar:Fc car c pnov" me Fnrnrw AND E'CH Phone (407) 365-1036 SURVEYING & MAPPING CORP. Fax (407) 365-1838 350 South Central Avenue, Oviedo, FL 32765-9030 email: rburns@tish.net • P.O. Box 621892, Oviedo, FL 32762-1892 January 10, 2000 RECEIVED DCC Constructors, Inc. JAN 13 2000 Attention: Roberto Leite 4620 County Road 46A PLANTATION LK5 Sanford FL 32771 Re: Plantation Lakes Formboard survey — Building 11 Dear Roberto: This letter is to certify that on July 21, 1999 this firm performed a field survey on the for i boards for Building i 1 . T iie constructed forms location appears to be in substantial compliance to the "Civil Design" plans, as received by this firm on May 10, 1999 from Burkett Engineering, for the Plantation Lakes Apartments. The top of forms elevation for the upper unit is 66.29', and the proposed finished floor elevation is 66.25'. The top of forms elevation for the lower unit is 64.31', and the proposed finished floor elevation is 64.25'. The above finished floor elevations meet or exceed the requirements set forth in the City of Sanford building code, sec. 6-7(A). Sincerely, LAND -TECH SURVEYING & MAPPING CORP. Vk P.R. (Rick) Burns, P.S. & M. President PRB/jy SERVER%DOC SJ0BS\99\99019\letterAetter to certify bldg I I .doc CERTIFICATE OF OCCUPANCY ADDENDUM SANPORD-PUBLIC WORKSDEPARTMENT 407) 330-5680, FAX.(407}310-5601 Project: PlantatioirLakes Octoberfr, 2000 11100 and 12100 P%ntation r akQ&Cv- cre Reason for Disapproval: ngne Approved -by Public -Works Department, site_has bees completed -to satisfactory conditions, recommend C.a o€buildings 11100-and 12100: It.mnu tead-altpardes-involWedbaviWa-flmtwuNcthrnagirbefore-C.a. oftirglast-two buildings. Note, This -Addendum does-wt. incrude otkr- Department's-commepts. Thank - you. Robert - Beall Sigh and Traffic Coordinator 5tr cc tuuu .v + , , ,. • • , C .A f 1 Off. OCCUPANCY -ADDENDUM snt so5"a 3W6oi PhnafinLW= gzp -i9-, 2000 iGeasodfix D bapproval: now Lt Gwas mtcmvidr-*n.tinsaumpoctocuhe waaa.considerable codebie-e -tW ,rie, 2. 1U aoaMucd OS mtwv s not• off *n"tasidaS& This should be of great cos ra to your compaapt bp=tofft 6•ah ity"'p A 7' 1r}be in placetoptotat a m rm. Appmvc4by P"O WOrb Drc - 90d to kdon of tip asov e d. fiCiemaos wWgw30 days. Roeeaaa es parties isvolve 6s lsg0-gnatw*Wtbroegb bdereC.0 of tbe- a two bnitdings. Dotes lliq tddendmdoes.nat brbsde 'c ommeats• Thank you, 0. &- a— Rabert Beall ftw w Tndw Cooicdmator Lit 4 CL .-4 lj d Q CA, 1, - tA,, CITY OF SANFORD MECHANICAL APPLICATION PERMIT N0. -*' DATE: THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQUIPMENT: OWNER'S NAME r-- 1 ,4/C t/ ADDRESS OF JOBSII* I ///ao P1c.,4arrxr•J LtIK I2C 3, MECHANICAL CONTRACTOR: RESIDENTIAL -COMMERCIAL- Subject to rules and regulations of Sanford Mechanical Code Total;iWo By Signing this application 1 am stating that I am in ompliance with City of Sanford Mechanical Code. e94& pliant Signature States License# 6e it /1 2;03 OF SANFORD, FLORIDA PERMIT NO DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER'S NAME 14L-r#%4—#V 4NIV r PA85"T ADDRESS OF JOB 11100 /2"" T1VA-) 44K't5 Cl•2C" T,at. Z&VOO PLUMBING CONTR. 01-v^d/A nLc• Res. _ Comm._ Subject to rules and regulations of Sanford plumbing code. Residential: I Number II Ameuet Alteration, Addition, Repair ! I New Residential: One Water Closet I Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewer, r Water Piping Gas Piping actory-bu il T housing Mobile Home Application Fee Minimum Cnmmercial Permit: s25 _ oo .. Total a.D Master Plumber COMPETENCY CARD NO CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: —qL7& G% PERMIT #: BUSINESS NAME: 1t41,lfA170AJ GX5 kZ15 ADDRESSZ A 0 A*V,-(7170/J LA'S <:::Zi?Z PHONE NUMBER:(____) PLANS REVIEW 4 3— TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ 50 COMMENTS: J& .7 Tr/IErcfi Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. C. o" hj Sanford Firefrevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the Ciw of Sanford, Florida. Applicants Signature CITY OF S,AANFORD ELECTRICAL APPLICATION PERMIT NO. " Z 9DATE: —D — l 61 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRI CAL WORK: e.4,1P. AWNRDfQNAMP- At,mi:PJ &44aPW - I t u 40101EIEMW ADDRESS OF 10114 w,6to)-) Alles SALL CCONTRACTOR)Lr' 6'e- t*/ RES NON-RES O. Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in complia Le ity Code Witt_ J& yAp icn at'sSignature C C- A0, 0 A/ ej U6 /laves States License# 1j6 Us- 4#- 4$ -3" it FF CMXI : S I LEI•IT I CIH I GFiT 12 49? 5.1 1 a 3.03 -15 1 %: 19 #244 F . 02/el Model SK-4224: 4-Zoo entlonal Fire Panel A flexible, powerful, cost-effective panel for fire protection applications The SK-4224 Is a 4-zone 24-volt r-onventlorlat frlo a1:1IIII panel tvi:h a Ilowelful feabrro set th,t mats-, it the most flexible, easy to use fire control panel available The SK4224 has a 2.5 amp ti4 VOC power $rrplily, drrlirn1rd alarm and trouble relays. four Class B Style 6 inImIs and two 2.5 amp CI893 13 Styl4 Y outputs. These car be programmed to onei ate as two Class A sl& C inputs with one 2.5 amp Class A Style Z outout miller: Class A opeiatioo is desired The panel also features an innovative notification expansion input thpt allows tlir+ SK-4224 to act as a 2.5 amp AOA notification expander! The SK-42; 4 is a class leaning control panel that provides a cost effective solution to your ire control needs a Model SK-4224 Features 4-Zone Conventional Fire Panel The Silent Knight SK-4224 Provides class, A and 8 operation. 2.5 amos of notification power and dedirated form •C- alarm and trouble relays. Programmable features for zones include alarm verification and enhanced" verification, that allows Pull stations to be recognized instantly on srnol a verification Zones. Zones can also be prcgrarnmed for zone type (alarm or supervisory). and water flow delay (30. 60. or 90 seconds). Notification appliance circuits can be orograrnmed for silencing or no silents and for ANSI or steady Output. The on -board annunciator is easy to., use and provides LED indication of alarm. supervisory and trouble conditions by zone as well as system status. Four Class B Style 9 Initiation zones or they can be programmed to be hvo Class A Style U Zones) Two Class 6 Style Y power limited notification Circuits ral-i 2.5A each or lhrty can be prr)grarlrred to be ono Class A Style Z circuit) 2 $A power 9uvoly Oe:lic9led Marra and troubtw relays Auxiliary power oUt(alt rate-1 at .5.A Alarm v.lnfication fPature En.`tancecl veriricafic t foa(tion Silltiws panel to instantly rPr;ogni?e pull stations in smoke venfrrltion zones Plig-in carnr^uni;:at!)r aCCp.SSOry HIS In caoinet Compact cabrriat hct:;9S Un tP (WO 7 0 AM battene-, NOtificalloll arf)liance chalitr progiarnrryble for ANSI or steady owput 0819 person Walk T.l;t (oalurg Ul 864 lifted. rninplieq with NFnA 72 and ICI Model SK-4224 Specifications Prima') AC 12n `lints a 60 H2 Order P/N 4224 9 `/rnis 0 50 H: Order PIN 47Jdri'J TcYal Accescnry 2 5A - Load lliinensions Height' 15 ;:8- Width• 12 17115• Depth..3 318- Color Red QIP Switch proofarninowe SILENT No 0r09ramm•119 Software or special KNIGHT nols required Approved for use as an AOA. notification power Supply eiipancro ALARM INDUSTRY PRODUCTS FIRE ALARM STATIONS Non -Coded i Pull Lever, Break Glass Type. Simple, Positive Operation N Single or Double Pole Single Action UL Listed WARNING: These devices will not operate without electrical power. As fires lregltently cause power inter- ruptions. we suggest you discuss further safeguards with your local fire protection specialisl. DESCRIPTION AIP Non -Coded Fire Alarm Stations are riogged. attractive units that are desigr)ed for easy acid eco- nomical installation All Stations can he eilher fluslo or Surface mounted. For flush mounting, a 4 it)cli square box with a single gang plaster cover should be used. For surface mounting a Cat. No. A139250 steel box should be ordered SPECIFICATIONS FEATURES Ci1 Ne A1110.OPO Easily Recognizable — All Stations are pailtlpll ill A1110 SPO durable AIP lire red. AI270A•OPO Single Action. Break Glass Initiating Station. A1210A•SPO Choice of Field Connections -- Cat No. AI A139150 series nave screw tenllinalS. Cat No. A121UA series have G inch wire leads. A1110 GLR- Switch Contacts field Connections All Normally Open Screw Term. Wire lads Double Pole X Single x. _. Steel Box lot surface nlounlulg - Glass Replacement Rod 11.0 per borl OVERALL DIMENSIONS AND MOUNTING leq "IAA) 1731 1A I FineALARM PULL FYI» IN CASE Hill) OF FIRE S YI. AI210 CrO A A0210A SrO A 1I01 A1210Oro AI?rGAOro SCREW TERMINALS) (wIRELEADS) FINISH enIGI1T FIne ALAnM nEO FLUSH MOUNTING UNIT FITS 4- ELECTRICAL CHAnACTEnISTICS: SO ROx A PLASTER Coven w1TN OPEN CONTACTS. nATEO 3 AMr S SINGLE GANG OPENINO IIAVINO AT 1?SV AC. 0.2S AMPS AT 12SV OC AN OVERALL MIT$. DEPTH OF i%- Sr) 3-3s DOUPLE K O'S ron -'4 A V. CONOVIT tYto too row 1 31- I• Mto. 1 O 3%- 1e. T1 UFOI141 O I ale DIA. I.MTG. TOLES A1302SO STEEL SOX SUnr ACE MOUNTING OlUfFISIONS ANO INSIALLAI!gQN OA I A roR NON•COOEO S I A I101N 14 1 Ito l E O..o.npone AIA .n mtnwe and Imdl.ro*lwH Spor..l.r N.one Slphleel IO tn•ne• wdnMA nnbr* ALARM INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032 cOPVR1rI4t /980 AIP.4 IGtAG) DEC- 10-97 WED 1 2 :Si- Pr1 Se-TLNP ee=e 3i.-1,.r. , t •. 407 62? 4091? P.91 INSTALLATION AND MAINTENANCE INSTRUCTIONS 2100(A) and 2100T(A) Photoelectronic Smoke Detectors STEM SENS60 A VlAsi'n of Piuvvat, 3025 Ohio Avenue. St. Charles, Ilhn011 60174 1.800•SENSOR2. FAX: 630.377.649$ SPOCHICstlons Diameter: 5.5 inches (140 nun) Height (including mounting bracket): 1.7 Inches (43 mm) Weight: 5.3 oz. (150 g) . Operating Temperature Range: Model 2100(A): 32' to 120°F (0' to 500C) Model 2100T(A): 320 10 In0'F (0' to 390C) Operating Humidity Range: 10% to 93% Relative Tumidity. Noncondcnsing Latching Alarm: Reset by momentary power Intetroption Heat Sensor (Model 2100T(A) only): 1350 F Fixed Temperature Electronic Thermistor Electrical Ratings System Voltage Nominal- 12 or 24 VDC Minimum- 8.5 VDC Maximum: 35 VDC Maximum Ripple Voltage: 30% of nom. Voltage (peak to peak) Start-up Capacitance. 0 02 pF maximum Standby Current: SO pA maximum Alarm Ratings: 4.2 VOC minimum at 10 mA. 0.6 VOC maximum at 100 mA. Alarm current must be limited to 100 mA maximum by the control panel. If used, the RA40OZ(A) Remote Aanunchlor operates within the specified detector alarm currents.) Reset Voltage: 2.5 VDC minimum Reset Time: 0.3 seconds maximum Start-up Time: 30 seconds maximum (after 60 second reset) Bolos Installing Please thoroughly read System Sensor manual IS6.407: Guide for proper Use o/ System Smoke Detectors. which pro- vides detailed Information on detector spacing. placement, zoning. wiring. and special applications. Copies of this manual are available at no charge from System Sensor. (For installation in Canada. refer to CAN/ULC-SS24-M91. Stan- dard for the Installotfon of Fire Alarm Systems, and CEC Par( 1. sec. 32.) NOTICE: This manual should be left with the owner/User of this equipment. IMPORTAN'P This detector must be tested and maintained regularly following NFPA 72 requirements. The detector should be cleaned at least once a year. 60"Orst DescAptlon Model 2100(A) is a 2-wite pholoelectronic smoke detector that uses a state-of-the-art optical sensing chamber. This detector is designed to provide open area protection and to be used with compatible UL-listed panels only. Model 2100T(A) features a restorable. built-in, fixed. temperature 35aF) thermal detector. Installation of these detectors is simplified by life use of a mounting bracket and a plug-in screw terminal block Thal can be prewired to the system, allowing the detector to be easily installed or removed for cleaning. The deteclor's sen- sitivity can be tested in place using the MOa400R Test Module. An LED on the detector provides a local visual in- dication of the detector's status. If power Is applied to the detector, and it Is functioning normally In standby, the sta. tus LED blinks every ten seconds. nie LED also latches on in alarm. Models 2100(A) and 2100T(A) feature a visual indication that maintenance is required - it the sensing cllalhher drifts out Wits sensitivity limits, the LED ceases to blink. The detectors also include an output that Wows an optional Model RA4007,(A) Remote Annunciator al be connected. 0200.$4.00 1 ISrs.710 n7 Integrity Temporal Horn/Strobe SELF -SYNCHRONIZING UL 1971 LISTED STROBE SATISFIES ADA CODE REQUIREMENTS SELF -SYNCHRONIZED TEMPORAL HORN OUTPUT SELECT FOR TEMPORAL OR STEADY SOUND SELECT FOR LOW OR HIGH dBA WITH TRUE HORN TONE LOw CURRENT DRAW FIELD CHANGEABLE LENS NIARKINGS MATCHING HORNS 2-GANG BOX MOUNT. UNIVERSAL NIOUNTING PLATE SYSTEM OUTDOOR OPTION Fire alarm hom/strobe operates from 24 Vdc and can be selected for temporal pattern or steady tone output. The unique microprocessor based hom is completely self -synchronized when set to temporal HorvStrobe Output (low setting measured at 10 ft.): 96 dBA (peak signal and does not require external synch -control modules. A anechotc): 88 dBA (average anechoic): 76 dBA (reverberent) moveable jumper provides a choice for high (97 dBA) or low (91 Sae Notification appliances - Introduction for Nlinone signal dBA) output. application and strobe performance characteristics and specifications. The hom/strobe is listed for indoor and outdoor installations. A =13 AWG terminal block is provided for connection to signal circuit and all models mount to standard North American 2-gang elect ' minimum 3-3/4" (69 mm) deep. The plastic front plate has Cat. Number INT-SAT INT-5ATWattractivetexturedfinish. The synchronized strobe is suppli t INT- AATFIRE" (wall orientation) as the standard lens marking. Color- matched surface boxes, horns. and other audible/visible signals are also available. - -> INT-7ATW INT-3AT Horn Current Draw: 40 mA (hiah-outputY17 mA (low-output)' Vdc Hon/Strobe Output (high setting measured at 14) ft.): 103 dBA peak anechotc): 97 dBA (average anechoic): 85 dBA (reverbereni)'J INT-3ATW INT-8AT INT-8ATW HORN and STROBE FIRST ON SAME CIRCUIT To UUULC Listed Fire Alarm Control Panel Signal Circuit Note 1 HORN and STRnpr ON SEPARATE To UUULC Listed Fire Alarm Control Panel Signal Circuit Note 1 To UUULC Listed Fire Alarm Control Panel Signal Circuit Description 15 cd Temporal Horn/Strobe (synch). Red 15 cd Temporal Horn/Strobe (synch), White 15/75 cd Temporal Horn/Strobe (synch), Red 15/75 cd Temporal Horn/Strobe (synch), White 30 cd Temporal Hom/Strobe (synch), Red 30 cd Temporal Horn/Strobe (synch), White 110 cd Temporal Horn/Strobe (synch), Red 110 cd Temporal Horn/Strobe (synch), White NorNStrobe To Next Device or EOL Resistor 0- vice sistor To Next Strobe Device or EOL Resistor Note 1: Polarity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition. 48 u Integrity Mounting 51i Accessories OI_OI( NINI<'III?I)Tl SI(iNAI S Sultl:.\l I: BoxI:S RETIMIAT KINGS 131-UlRlil'I'IONAI. FRAMES INT-SR, -SRW Surface Ron - SIM hug (in Sur lace nwunling :ur)• INT series signal. Ube fin mdodlr applicaliru s oilly INT-1414. -RIOV Reu•ol'il Itisig - Sleel sreuare ring Iur nn-unuug any INT series signal w exisiml; 4" Srpl,ue elech ie hux Thal are luu shallow lu accepl device. Adds ahuul I" depth. I Ise Cor induoa applicaliuns 41111y. INT-W11. AVBW Wealber•111-4141C Rust - Casl Sleet hox li l silo lace mounting any suitable INT series signal lu an owdoor appllcauull INT-11M.,,-I1Uh V III-diredional Ohlounting frame - Steel na unling liame allows Iwo INT scl ies signals w he installed ha - F w-bark Idcal fix lung eur ridor appltcatiuns. I'ur indoor use only INT-RR 575, I R 15- INT BDF Cat. Number Description INT-SS Surlace Box - indoor, Red INT SBW Surlace Box - indoor, White _ INT-RR Relrofil Ring - Red INT-RAW Reuolit Ring - While INTWB Weatherproof Box - surface, Red INTWBW Weatherproof Bo - surface, White INTBDF Bi-directional Mour tin Frame - Red INT BDFW Bi-directional Mounting Frame • While 43 4mmoINSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF ELECTRONIC SIGNALS WARNING: Installation is to be done by qualified pmsonnel who have thoroughly read and untlerstoo d this installation sheet and the arrompanying !ggive aI ProductWaming and Limitations DocunnenL #544111_ SPECIFICATIONS AUDIBLE APPLIANCE: Signal Type: Steady or Temporal/Sel(,.-rlal)le SPL: c@ 24VDC at 10' on axis 92(IB steady of WmIl al UL reverberant room iatiiiq Listed Voltage Range 20.31 VOC or VFWR Ciment 15 mA. c@ 24 VOC R VFWR 10-25 mA 20-31 VDC I 831lD at 10' 20VI)C steady. 79 (in Iempopil Units lot indoor imp only (0"C-49-C) 84dB at Ill' 24VOC steady, 03 (10 I(.111p tal See visual specifications for strobe currents & inlensities on page 4_~ 6310 MINI -HORN (Fig. 1) 1. Configure horn for lempotal or steady fonp see fig. 4A) 2. Connect wiling (see fig 4). 3. Mount the Mini -Hots to the smdle gniio box with the two # 6-32x1-1/4" screws. 4. Test unit for proper operation. 7) r. 32 V 1 3/4 stuovis 6311 MINI -HORN (Fig. 2) 1. Configure hots for temporal of sIrmly lane see fig. 5A) 2. Pull the wires hom they outlet box Ihtott;Ih the large opening in the adapter plate. 3 Mount the adapter plate to the elechiral box using the appropriate screws provided Makin(I sure that the adapter plate is mounted in flip upright position. (Note!: When using a single nr, v yang outlet box make sure to lisp the holes Smu labelled "single gang") 4. Connect wiring (see fig 5) 5. Mount the grille on to the adapter plate by litcl engaging the two slots in file bollom of Ihp (Itille with the Iwo tabs in the bollom of the adnplet. 6. Test unit for proper operation. 6312 MINI-HORN/STROBE (Fig. 3) 1. Configure horn for lemporal or steady lane see fig. 6A or fig. 7A.) 2. Pull the wires from the outlet box through the large opening in the adapter plate. 3. Mount the adapter plate to the electrical box using the appropriate screws provided. Makiml sure that the adapter plate is mounted in the upright position. (Nate: When usio(I a single gang outlet box make sure file use the holes labelled "single gang".) or.. I. I 4 Configure and wire the 6312 for either singly Sn0 raPl„ng circuit or split mini-horn/strobe operation clews see fiq.6 or fig. 7). (Note: Split operation requires two separate notification circuits.) 5. Mount the grille on to tine adapter plate by first Eengagingthetwoslotsinthebottomofthegrille with IIIptwo tabs in the bollom of Ilse adapter plate. Then use the # 6x 1-12" self lapping screw to attach the grille to the adapter plife 6 Test unit or proper operation. ri44441 RrV t'A( .I' I (it 4 2) ft 32 X 117 Srtnwn Fig. 1 (6310) 4 OR; to OR Fig. 2 (6311) Fig. 3 (6312) tit I nior, NOTE: UNITS TO BE ONLY INSTALLED IN ACC(WDANCE WITI I TI IE NArIUNAI- ELEC TRICAI. CODE AND LOCAL ELECTRICAL. CODES DO -NOT LQUP.WIRE, CUT WIRE IZUN 10 PROVIDE ELECTRICAL SUPERVISIOIJ Ternlillals ale clesignrcl I( :u:rel I no large) Iltan 12 ga. wile WIRING DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE Or•1-TFMPORAI. CONNECTED TO SAME_ NOTIFICATION APPLIANCE CKT. 1 rn1iF ltlnArrl?c ul oFr=s)EADY I'l A(-r- IR(IRF All( At I()IPI r• SIt; tiAl ARr ItI(11TI?AIF(1li Illy la Iz . cnl0F r.1r?Cl lI t ) Fig. GA 1 I I) 0 i/— trtar. P-111pglal selnclnr .lunglta nu- I rlOrr wllr-rl srI r(:lua: It U, I I 1r_MPORAI rAl IrRt•t. III,' I IORN MUS I tir r(Wrltrl) rROM A NON.rl11 swi(; lIO l nc:A I ION Al'1'1 IAIIcl c1Rcu1 r r Ps*A CUt•11 1101 1 11PI'VII 11:: I rvlr:l ALARI.A I'()1 AI?l I Y ::11(1MVl•1 NO I If ICA 1ION AI'I'1 AI I(A 1'1•. l it) for- I Ilrvu r I1t? r• I, I Fit I I r' :: I Q011r S Ail I^ 1 rr r:(}tItlr1:lr11 10 n r•lOrl I'UI'tit It'. t I(1 I tl' It' n I ((%t l AI'rl IAt lt' F t :It I t101F WI IFtI AI101111 r .^•II :t1Al At11) 3I[It 111F Al?l I:rItIt11 1:IrII 1(I ^,A6.11' tit I111 It•A11(111 Aril IAI0.F I.IPI.l111 (:11PprtII RATING !S ;ONlnitlAI ION Or Atll)IPI r :attl•IAI Atdl) ::I I?t dIl (:IINI?ril l WIRING DIAGRAM WHEN 6312 STROBE AND ELECIRONIC AUDIBLE SIGNAL ARE CONNECTED TO 7WO SEPARATE_ NOTIFICATION APPLIANCE CKTS. ON- I r;MroRAL Orr-SrFM)Y 1'III .111MI'I Wl (Atitlim r ':II:r•lnl Aril) R I Pt Ili(: 1 12• •t,t !:P('AI?n I r 1w+ (.DTI :1 n I f I I Fig. 7A 03 Ie1np(11d1 Selector .I111r1Itpr n ti I! fa tII A ,J_ t•IOiE WIIEr•1SELFCIINK: • llY ' n' „ .s s.,- 1Z_ TEMrORAI. I`AT r F.Rri. It IF t t IIORN MUS r Rr: rOwr1?r•I) FROM A r•IUtl.rlll ^It•1(; rIOTIrICAII()lI Al'l'LIANt;F CIRCUI r rRom con Inot. IWIFI (1,? rRF.vio IS I)FVI(:(: ALARMrOI.ARIlY ; II0WI1 - SIRORE NOTIFICATION Arrl IANeF- et! I •> — AUI)IBI. E No I (FICA I ION Arn.IANCE cl(r I> — - r-4444t r?ry Ca II II 111tIr•yrllrallrflRr111 J- rit-fir, SIRtw tvitlrl(nlltltt ArruAtd(:E CKT Mil i t Sllrrl Y A c(ttlSlAtlr v01 IA(;F (r1t)t1 rll(':IU( 1 Fiy. 7 ' I' A( :I I t )r 4 M1"1 )r 110WE Ii LIMITEU I:II1E VROTECTIVC SIGNALING' CABLE MULTIPLE' CONDUCTOR UNSIIIELUEU— CABLED & JAG'KETEU M. Listed NEGP Ty1w HIM 1N MAIII ll I)WAIIU11. r.AIAI.O(; 11111.1111:12 OI' Irl';III AIItlll IA(:I;I:I rll 1.11l111 I'('llfll''; !'I'I; t '1:;':.!'(' rlr) GOIINlr;1OW; A%V(;';Ii.l' IIII(:1'.OI II11(:I;lll:`.;': OI' Illrlll':nrll'1 i I" "„11; Jtll'1.1 _.... .. ' ._ I ;; •;t )1 111 (IIII 111'. I'.11 ,,: p,• 1 1. ;';'';r )111) I111 I11' I'•'1 I It ;',' : ;( 11 II 11 I I' III'• I!!1 ' to Y';t 11.111 1'lll I11'. (''• I' 1: ,:.1 1;' i';' f;( )1.11) 11111 111' MZ6.) 16 ii' .;t 1I 111 (I I11 tll , 1 w-, '•Ij%%?.) ;'ll ; ';t II 111 IIII) 11) ` ,' 1 !'. ! i 11.',l i t 11 : ;( 11 111 1 I 1 I' III'• if 1' III IV if rllr fill. 11t I I :i i III'. lit';( II 111 III11 III'. !I: '•`• I' IQ lit IAA 111 I1111 tll'. :",! I: I t;: ( W lit ;;(JI.III (11(I tll' if? i'I 1:1II i4IItJ 1!i 113`;(JLIU (11(1 (II'1 tll III'. I{! II i 11r. --- __:' 1G Ul.11.) IIII 111') r1 •r';) .... '1 16 :i01.11.) 111'. 01.1 (11'I All v:re(ji l-, mul llina•Ir:inn': in IN, ralal(10 aw 1'^:Iimalr, (mly NOTES l: 111(I11 ti',I hcul.L. 6 SO 11 UU 1.11%1 lwll!) CvppPr Utidoing Wita Products T v8- FG60001(st *90 'A* iion 3 C JAM) 04VL4111-tsi 0 of iA#*Prr ,:Old !01 P. If* 91firriflo, U-A foRoolle" coots rnpr.j Awn I ju Jule on vot Ime 23214 1 C. 17. M. 14 Suli. I 1'• 1 iw. to ii ii. 34- 17 COW I r. 4 e n, 7.1 pl 122A 37.. 34 111 t,?11,1 4 l 24014 17. .14. L;' 14- 111 1; V• 4 10i 1,* 7 7 1 1; V. 34 IqZ913. I n 32.14 Ill IQ I 25M 1.8 All G in 1 4. i At I 4 I All 1 111 C 411 L I t111 1..* r. 2SU02 I i. I All 2 111 4: 41. If .4 felt. 20i ii 4— Ill..7 00, 1763, 11 it let: 1,--. 1 1") 11 4AI it 2a4 27250 It e..! I Pit*. Fit 1 oil W It M 11111 If I I p :.I to 21600 It 111, of 27000 i wk v. I t wit; it :11 till 1 011, 1****.l I it 11 1 1 I oil 27001 11 :0 0 1 1"pol.yo.car(:ma COIN cri 911 Sf. lIE Col t%q 2 3 A 00 1 off n vo 1 et O 1-1:4 lit VW I nom o—o of -.1,.-Ift-t I VO1/ rfUit * SmAIA-IImq.. Pin( lurt CotiOtoullit)ir C'( 111(flocinor: c),. p -wi-i n S* sm In - toll 1--- kill (POY 1-Y "r 11til- I 0.111-10 I-M to tyc00j: W(* ' fly .1-1 SA IV MITI 71'. (: +Y, viol v- hotel. 6')')%* It*.* i 80 IIn ('11. Q(OV 0 . 71 ?0 * :,It), net*,*: ir,.rtt Ir(rP/ I* Itl III!, G city .;S*I: .01 1-4. 1111)1/ I' lielt I.794?1I11: I 1.4AWIJ them()tl NAXI)MIA G('', V mvnw- 1 lyuk 111111nn -willpq t' j Jr. 1 ;vzoi itic At it) !ix_ nF-,t-,rAt.1r it I j AW'."k llitoWl. IN19 31 011ifts) U-71* I VVI I NIT Iffiftl Qrl 11 W-11 (-I- It 11 -, 1*; 1 It I 1 11 1 off A*Nt I ismil )* I illvirl (in.mrvi (oil) r,,j*) vi lj I!: if it I( -N! iD (iil. nE 'Z!f- I At 11 11 S*)* )(1 ;11: 11 At -111 11.11 ej lielf fill AVII 4 of v It. 1- •.- v ..I t If It.t. qf. I -N7.1!J to-, C 1 %)14 n- I 10 e. I Al -. I it I'! I wv I 110' 1 l" 14". Ill I A 0 AY.11.1 nne.(r jg5 J, (11,C it -I rig.)^ I r I I'll Cliff (174 21169 F; jo:kauitoV. 4 on 7 jfyl Itioll I# Vltl' I. lot Battery Calculations for Plantation Lakes Bldg Type 5 Device Quantity of Standby mA Alarm mA Tot. Device Tot. Device I Description Devices Per Device Per Device Standby mA Alarm mA 4224 Control Panel 1 125 250 125 250 4224 Notification Circuits (2 Max) ` 2 0 0 0 0 E 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q Q 125 250 Auxiliary Devices (list all) Smoke Detector 1 5 60 5 60 0 0 0 0 0 0 0 0 0 0 Other Q Q Auxiliary Device Totals 5 60 Notification Appliances (list all) 11Qcri Hor€IStrcbeu___, N/A 259 N/A 1813 f41':€i-?clrr. 3 N/A 40 N/A 1280 0 N/A N/A'. 0 10'` N/A N/A 0 Q Notification Appliance Totals 39 N/A 3093 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 130 Total System Alarm mA 3403 Total System Standby A/H 3.12 Total System Alarm A/H 0.28 Min. A/H Battery Required 3.40 Recommended A/H Battery 4.OAH NOTE: 1. TYPICAL OF BUILDING TYPE 5 2 #6 #11 #14 #18 2. (2) 12V4AH BATTERIES WILL BE INSTALLED SK 4224 CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 407) 302-1091 FAX (407) 330-5677 Plans Review Sheet Date: September 8, 1999 Business Address: 11100 Plantation Lakes Cr. Occ. 18 Business Name: Plantation Lakes Apartments Ph. Contractor: Alert Security (Scott Craven) Ph. 644-8990 Reviewed [ ] Reviewed with comment [ X] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspector j Comment: Fire alarm system for living units is required by LSC 101 ch. 18-3.4 Fire alarm contractor must provide a letter from the electrical engineer of record stating that the fire alarm "shop drawings" substantially comply with the engineered page of the construction drawings. Applicant also stipulates the May 9, 1999 conversation with SFD that: the dBA level is to be 70 at each sleeping area pillow (6-3.5); there is to be one FACP per building; at least one manual pull station on each level. Any equipment located outside (wet location by definition NEC) must be listed for that installation or protected according to mfg. specifications. Applicant, Scott Craven (per phone conversation 9/7/99), must provide 60 hours of battery stand-by for remote location installation (1-5.2.5), or install the system as local" system, or withdraw application and have parent U.L. listed company apply for permit (1-7.2; 4-3.2) UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineenng • Environmental Sciences Construction Materials Testing • Threshold Inspection August 11, 2000 ior. Dan Florian, Chief Building Official C&I of Sanford Department of Community Development P.O. Box 1788 Sanford, Florida 32772-1788 Reference: Building: #11 Permit # 99- 566 Logan Heights Apartments UES Project No. 44907-002-01 and Report No. 3545 Dear Mr. Florian: Offices In. OeBary Daytona Beach Jacksonville St. Augustine Orlando Gainesville fort Myers Roddedge West Palm Beach Ocala Tampa Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan Heights Apartments project. Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports have been issued under separate cover. Please feel free to contact us at (407) 668-1557 with any questions. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES AIL- AIL-Rick G*. Kushner, P.E. F';Giida P.E. No. 38705 Tt-ps chid No. 863 xc: John Kopelousos; Vestcor Construction 3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778 UNIVERSAL UES Project No. 44907-002-01 UES Report No. 3525 ENGINEERING SCIENCES August 11, 2000 Comitants In: Geotechnical Engineering - Environmental Sciences - 123 Construction Materials Testing - Threshold Inspection 3063 Enterprise Rd., Suite 24 • DeBary. FL 32713 • (407) 668-1557 • Fax (407) 668-1778 ACTIVITY RECORD Client: Vestcor Construction Company 3020 Hartley Road, Suite 300 Jacksonville, Florida 32257-8205 Project: Logan Heights Apartments Building: Building #11 Permit #: 99-3566 Date of Activity: August 10, 2000 Reference: Threshold Inspection Technician: Steve McReynolds As requested, a Universal Engineering Sciences (UES) threshold representative was at the above referenced project to perform a visual inspection of reinforcing steel for Building #11 breezeway stair landings. All steel placed meets project plans and specifications. Sheila M. Smith, P.E. P.E. No. 51512 UNIVERSAL ENGINEERING SCIENCES UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Construction Materials Testing • Threshold Inspection August 10, 2000 Mr. Dan Florian, Chief Building Official City of Sanford Department of Community Development P.O. Box 1788 Sanford, Florida 32772-1788 Reference: Building: #11 Permit # 99-356 Logan Heights Apartments UES Project No. 44907-002-01 and Report No. 3518 Dear Mr. Florian: Offices In: DeBary Daytona Beach Jacksonville St. Augustine Orlando Gainesville Fort Myers Rockledge West Palm Beach Ocala Tampa Universal Engineering Sciences, Inc. (LIES) is performing threshold type inspections for the Logan Heights Apartments project. Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports have been issued under separate cover. Please feel free to contact us at (407) 668-1557 with any questions. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES Rick G. Kushner, P.E. Fio6da P.F. No. 38705 s k;o;d N'o. 863 xc: John Kopelousos; Vestcor Construction 3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 9 (407) 668-1557 • FAX (407) 668-1778 UES Project No. 44907-002.01 UNIVERSAL UES Report No. 3518 ENGINEERING SCIENCES August 10, 2000EDConsultantsIn: Geotechnical Engineering - Environmental Sciences - Construction Materials Testing - Threshold Inspection 3063 Enterprise Rd., Suite 24 - DeBary. FL 32713 - (407) 668-1557 - Fax (407) 668-1778 ACTIVITY RECORD Client: Vestcor Construction Company 3020 Hartley Road, Suite 300 Jacksonville, Florida 32257-8205 Project: Logan Heights Apartments Building: Building #11 Permit #: 99-3566 Date of Activity: August 9, 2000 Reference: Threshold Inspection Technician: Steve McReynolds As requested, a Universal Engineering Sciences (UES) threshold representative was at the above referenced project to perform a visual inspection of roof sheathing nail down for Building #11. In three places, roof sheathing was missing nails in intermediate area of plywood sheathing. Roof sub -contractor was notified and all corrections were made immediately. All roof sheathing nail down now meets project plans and specifications. K Sheila M. Smith, P.E. P.E. No. 51512 UNIVERSAL ENGINEERING SCIENCES UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechmcal Engineering - Environmental Sciences Construction Materials Testing • Threshold Inspection August 9, 2000 Mr. Dan Florian, Chief Building Official City of Sanford Department of Community Development P.O. Box 1788 Sanford, Florida 32772-1788 Reference: Building: #11 Permit # 99-356G Logan Heights Apartments UES Project No. 44907-002-01 and Report No. 3504 Dear Mr. Florian: Offices In: OeBary Daytona Beach Jacksonville St. Augustine Orlando Gainesville Fort Myers Rockledge West Palm Beach Ocala Tampa Universal Engineering Sciences, Inc. (LIES) is performing threshold type inspections for the Logan Heights Apartments project. Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports have been issued under separate cover. Please feel free to contact us at (407) 668-1557 with any questions. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES Rick,-G. Kushner, P.E. lorida P.E. No. 38705 Ti,reshold No. 863 xc: John Kopelousos; Vestcor Construction 3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778 UNIVERSAL UES Project No. 44907.002-01 UES Report No. 3504 ENGINEERING SCIENCES August 9, 2000 Consultants In: Geotechnical Engineering - Environmental Sciences - ED Construction Materials Testing - Threshold Inspection 3063 Enterprise Rd., Suite 24 - DeBary, Ft. 32713 - (407) 668-1557 - Fax (407) 668-1778 ACTIVITY RECORD Client: Vestcor Construction Company 3020 Hartley Road, Suite 300 Jacksonville, Florida 32257-8205 Project: Logan Heights Apartments Building: Building #11 Permit #: 99-3566 Date of Activity: August 7, 2000 Reference: Threshold Inspection Technician: Steve McReynolds As requested, a Universal Engineering Sciences (UES) threshold representative was at the above referenced project to perform a visual inspection of truss tie -down for Building #11. In four places, tunnel -ties" were not properly attached to the concrete roof. Roofing sub -contractor was notified and corrections were made immediately. Sheila M. Smith, P.E. P.E. No. 51512 UNIVERSAL ENGINEERING SCIENCES I 1; UNIVERSAL Office OeBary Days eDaytona Beach ENGINEERING SCIENCES Jacksonville St. Augustine Consultants In: Geotechnical Engineering - Environmental Sciences • Orlando Construction Materials Testing - Threshold Inspection Gaineswlle Fort Myers Rockledge West Palm Beach August 4, 2000 Ocala Tampa Mr. Dan Florian, Chief Building Official ity of Sanford Department. of Cornrnunity Development P.O. Box 1788 Senford, Florida 32772-1788 Reference: Buildi_- : #11 Permit # 99-35C,'C Logan Heights Apartments LIES Project No. 44907-002-01 and R-zport No. 3485 Gear Mr. Florian: Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan Heights Apartments project. Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports have been issued under separate cover. Please feel free to contact us at (407) 668-1557 with any questions. Respectfully submitted, jNlIVERSAL ENGINEERING SCIENCES I/ A Rick G. Kushr.er, P.E. P luricla P.E. No. 38705 Threshold No. 0,83 xc: John. Kope,ousos; Vestcor Construction 3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778 UNIVERSAL UES Project No. 44907-002-01 UES Report No. 3485 ENGINEERING SCIENCES August 4, 2000 Consultants In: Geotechnical Engineering - Environmental Sciences - EDConstruction Materials Testing - Threshold Inspection 3063 Enterprise Rd., Suite 24 • DeBary, Ft. 32713 • (407) 668-1557 - Fax (407) 668-1778 ACTIVITY RECORD Client: Vestcor Construction Company 3020 Hartley Road, Suite 300 Jacksonville, Florida 32257-8205 Project: Logan Heights Apartments Building: Building #11 Permit #: 99-3566 Date of Activity: August 3, 2000 Reference: Threshold Inspection Technician: Steve McReynolds As requested, a Universal Engineering Sciences (UES) threshold representative was at the above referenced project to perform a visual inspection of reinforcing steel for Building #11 stair landings. All steel placed meets project plans and specifications. S eila M. Smith, P.E. P.E. No. 51512 UNIVERSAL ENGINEERING SCIENCES t113)5) CIT FC' X40 ORD ELECTRICAL APPLICATION PERMIT NO. DATE: _ _ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECT CAL WORK: M p OWNER' S NAME: T4.rnan)a Al Off)et1 I ADDRESS OF JOB: I a/ 1i1 ELECTRICAL CONTRACT LJ-IC CEES NON -RE Subject to rules and regulations of the city electrical co e:' Total M By signing this application I am stating I am in compliance with the City Electrical Code Applicant's Signature ACC C States License# ALTiNIAN CORPORATION January 19, 2000 City of Sanford Building Department 1303 South French Avenue Sanford, Florida 32771 Re: Plantation Lakes Apartments, Sanford, Florida Temporary Power to Building #11 (11100 Plantation Lakes Circle, Sanford, FL) To Whom it May Concern: Attached please find our check payable to the City of Sanford representing a "pre -power fee" for the above mentioned building. Also, please be advised that Plantation Lakes Ltd., as Owner, hereby agrees not to occupy and/or operate the above mentioned building until such time as a Certificate of Occupancy is issued by the City of Sanford. Should you have any questions, please do not hesitate to contact me. Sincerely, PLANTATION LAKES, LTD. By: Altman Development Corporation Its gener4l partner By:(__ 4 W Jofifi R. Goodfellow, p pltlks/city-occupancy doc Construction 2201 Corporarc Bled. \.W., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706 LEGAL DESCRIPTION PLANTATION LAKES PHASE ONE DESCRIPTION THAT PART OF THE SOUTHEAST 1/4 OF SECTION 32. TOWNSHIP 19 SOUTH. RANGE 30 EAST. SEMINOLE COUNTY. FLORIDA. BEING DESCRIBED AS FOLLOWS: FOR A POINT OF. REFERENCE. COMMENCE AT THE SOUTHWEST CORNER OF SAID SOUTHEAST 1/4-. THENCE RUN N00VS460E ALONG THE WEST LINE OF THE WEST 1/2 OF SAID SOUTHEAST 1/4 FOR A DISTANCE OF 82&04 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NOO'OX46'E ALONG SAID WEST LINE FOR A DISTANCE OF 1672.28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF RINEHART ROAD; THENCE RUN N69'12'12'E ALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THE SOUTH RIGHT OF WAY LINE OF HUGHY STREET. THENCE RUN S89'45'490E ALONG SAID SOUTH RIGHT OF WAY LINE FOR A DISTANCE OF 265.78 FEET. THENCE RUN SOO'32'03'E FOR A DISTANCE OF 924.90 FEET; THENCE RUN S12WOrE FOR A DISTANCE OF 440.00 FEET; THENCE RUN S89'45'49'E FOR A DISTANCE OF 566.52 FEET TO THE EAST LINE OF SAID WEST 1/2 OF THE SOUTHEAST 1/4. THENCE RUN S00'32.03-E ALONG SAID EAST LINE FOR A DISTANCE OF 133.14 FEET; THENCE RUN S76'45'15'W FOR A DISTANCE OF 735.42 FEET; THENCE RUN S11 42'4rW FOR A DISTANCE OF 272.03 FEET; THENCE RUN N89'45'44'W FOR A DISTANCE OF 375.22 FEET; THENCE RUN N55'52*020W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING. CONTAINING 30.937 ACRES. MORE OR LESS. CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 11100 Plantation Lakes Circle (B#11) PERMIT NUMBER 1q rrn 22 1 04 8'// ATotalContractPriceofJobT"t-,448 / 7 ..J Totq. Ft. 210M 31,933 Describe Work _3-Story Multifamily Apartment Building Type of Construction Wood Frame Flood Prone (YES) (NO) X Number of Stories 3 Number of Dwellings 22 Zoning PD Occupancy: Residential X Commercial Industrial LEGAL DESCRIPTION See Attached (please attach printout from Seminole County) TAX I.D. NUMBER 32-19-30-300-0110-0000 OWNER Altman Development Corporation PHONE NUMBER 561 997-8661 ADDRESS 2201 Corporate Boulevard NW. Ste, 200 CITY Boca Raton STATE FL ZIP 33431 TITLE HOLDER (IF OTHER THAN OWNER) Ira William Southward Trustee ADDRESS c/o James A. Hattaway, Esq. P.O. Box 633 CITY Orlando STATE FL ZIP 32802 BONDING COMPANY N/A ADDRESS CITY STATE ZIP ARCHITECT Cline Davis Architects. P.A. ADDRESS 414 West Jones Street CITY Raleigh STATE NC ZIP 27603 MORTGAGE LENDER ADDRESS CITY N/A STATE ZIP CONTRACTOR x O PHONE NUMBER © ADDRESS ST. LICENSE NUMBER CITY STATE L ZIP 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. ACCEPTA PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF ITHE QUIRE NTS OF FLORIDA LIEN LAW, FS713. aSign m o* Ice 0Signatureofer/Agent b Date ure of Contracto b Date ! C} o '< 0 John R. Goodfellow D r .. I/eS P .0 Z Type or Print Owner/Agent Name T e or Print Cont a to s Name v ; o Ovilig. O /3 w p6 7Signature of otary b Date Signature of Notary b ate Officia Seal) A.O,f.faferah Sea•Yp^'°'^" o• Joelen Schafer ARLENE K. RUMBLEMyCommissionCC76NOO v •,«, aire,sevicemoere,oo2 NOTARY P'J3i.IC, c7rT OF FLORIDA] c: PAY MIAiiIISS{G'. #r CG•7fi424 c. i,cKPI;FS: 'a 2 S, 1°,^, . ZO a. E 0 Application Appro Date: - `r G K A FEES: Building Radon Police i/Fire 7 o Z ^' " Open Space Road Impact • ppl'ca ion N c o PERMIT VALIDATION: CHECK C.,SH DATE BY _ v 4J 4 d z° a F ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE N o- CITY OF SANFORD, FLORIDA APPLICATION-FOFr-BbILDING PERMIT PERMIT ADDRESS 111000 PLANTATION LAKES CIRCLE BLDG. #11 V PERMIT NUMBER Total Contract Price of Job $10,122.70 Total Sq. Ft. 30,000 Describe WorkINSTALLATION OF ABOVE GROUND AND UNDERGROUND FIRES SPRINKLER SYSTEM. Type of Construction WMT) TR IGS Flood Prone (YES) (NO) Number of Stories #3 Number of Dwellings 22 UNITS Zoning Occupancy: Residential X Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER DCC CONSTRUCTORS PHONE NUMBER 834-3300 ADDRESS 35S C_.R J( 427 CITY LONGWOOD STATE FL ZIP 32750 TITLE HOLDER (IF OTHER THAN OWNER) N/A ADDRESS CITY STATE ZIP BONDING COMPANY N/a ADDRESS CITY STATE ZIP ARCHITECT N/n ADDRESS CITY STATE ZIP MORTGAGE LENDER N/a ADDRESS CITY STATE ZIP CONTRACTOR DELTA FIRE SPRINKLERS. INC. PHONE NUMBER 328-300A EXT 143 ADDRESS 111 TECH DR. ST. LICENSE NUMBER 7497400MT19n CITY SANFORD STATE FT, ZIP 32771 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 AON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr*r rrrr rrrrRrrrrrrrrrrrrrrrrrrr, G M c Ic I 4 c a 31 O E x 0 G Z 1A • 4 a w i. c O 4 0 H a o d Z a EE Signature of Owner/Agent & Date Type or Print Owner/Agent Name Signature of Notary & Date Official Seal) Signature of Contrettor & Date CHARLES W. MONZGOMERY Ty a or Print ontractor's Nam Signature of Notary & Date vI,t+, KAREN M. BINNER y .gam MY COMMISSION* CC 823331 to Fpb EXPIRES: April 4.2003 14M3.NOTARY Fla NoWy Samos d 0onr6 g G*. Application Approve BY: L&( D Date: e — '? - 7 / FEES: Building Radon Police Fire 0 — Open Space Road Impact Application 10 PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) v THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE DATE: BUSINESS NAME: - ADDRESS: 11too CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 11 C. cl ' PERMIT #: 91zmai PHONE NUMBER: (_) %2 rp PLANS REVIEW BURN PERMIT TANK PERMIT COMMENTS: TENT PERMIT REINSPECTION I FIRE SYSTEM ICI AMOUNT $ 50 1 Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Preve io before any further services can take place. A 4"-Co ' z'd' Sanford it Prevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of thZDZ= A licants Sii)lrture i Foe P+alec0an b4 Ca xMw Onian Hydratec Inc. Route Ill Windham NH 03087 Job Name : PLANTATION LAKES BLIKI Atli Building : #11 TYPICAL FOR ALL TYPE 5 BUILDINGS Location : SANFORD FLORIDA System : D/A #7 Contract : A1907 Data File : A1907.WX7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 1 PLANTATION LAKES Date HYDRAULIC DESIGN INFORMATION SHEET Name - PLANTATION LAKES Location - SANFORD FLORIDA Date - 4-1-99 Building - 11 TYPICAL FOR ALL TYPE 5 BUILDINGS System No. - D/A #7 Contractor DELTA FIRE SPRINKLERS Contract No. A1907 Calculated By - FRED LUPO Drawing No. Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY APARTMENT BUILDING S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R Number of Sprinklers Flowing: Ml ( )2 ( )4 ( ) Other Specific Ruling Made by Listed Flow at Start Point - 14 Listed Pres. at Start Point - 25 MAXIMUM LISTED SPACING 20 x 20 Domestic Flow Added - 45 Additional Flow Added - O Elevation at Highest Outlet - 30 Note: NFPA 13D Date Gpm System Type Psi (X) Wet ( ) Dry Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make GLOBE Model JN-LF Gpm Size 1/2" K-Factor 2.8 Temperature Rating 155 Calculation Gpm Required 14 Psi Required 45.01 BASR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test 4-25-99 T Time of Test 3:25 E Static (Psi) 65 R Residual (Psi) 50 Flow (Gpm) 1135 S Elevation 0 P P L Y Location: CITY MAIN Pump Data: Rated Cap. @ Psi Elev. Other Source of Information: D.F.S. FLOW TEST Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ydratec LANTATION LAKES City Water Supply: Cl-Static Pressure: 65 PSI C2-Residual Pressure: 50 PSI C2-Residual Flow: 1135 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 Page 2 Date Pump Data: D1-Elevation: 12.993 PSI D2-System Flow:59 GPM D2-System Pressure: 52.340 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):0 GPM D3-Total Flow:59 GPM Safety Margin: 12.597 PSI 2 C2 1 200 400 600 800 1000 1200 1400 1600 FLOW ( N ^ 1.85 ) omp,Vter Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1800 Hydratec Page 3 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqy. Ln. Total Pf Pn 1 14.00 0.884 1R 1.000 12.000 25.000 25.000 K Factor = 2.8 to 150 1.000 2 14.00 0.1025 13.000 1.332 Vel = 7.318 2 0.884 1R 1.000 6.000 26.332 26.332 to 150 1.000 3 14.00 0.1024 7.000 0.717 Vel = 7.318 3 884 1P 3.000 8.500 27.049 27.049 to 150 3.000 C3 14.00 0.1024 11.500 1.178 Vel = 7.318 14.00 28.227 K Factor = 2.64 4 0 0.884 1R 1.000 13.000 28.341 28.341 to 150 1.000 0 5 0 0 14.000 0 0 Vel = 0 5 0 0.884 1P 3.000 6.000 28.341 28.341 to 150 3.000 0 C2 0 0 9.000 0 0 Vel = 0 28.341 K Factor Cl 2.99 1.109 9R 1.000 72.000 28.787 28.787 to 150 1P 5.000 14.000 C2A 2.99 0.0020 86.000 0.168 Vel = -0.993 C2A 5.77 1.109 3R 1.000. 16.500 28.619 28.619 to 150 3.000 C2 8.76 0.0143 19.500 0.278 Vel = -2.910 C2 1.109 8.000 28.341 28.341 to 150 C3 8.76 0.0143 8.000 0.114 Vel = -2.910 C3 14.00 1.109 7R 1.000 52.000 28.227 28.227 to 150 2P 5.000 17.000 C4 5.24 0.0055 69.000 0.380 Vel = 1.740 C4 1.109 1P 5.000 10.000 28.607 28.607 to 150 5.000 C5 5.24 0.0055 15.000 0.083 Vel = 1.740 C5 1.07 1.109 1P 5.000 10.000 28.690 28.690 to 150 5.000 C7 4.17 0.0036 15.000 0.054 Vel = 1.385 4.17 28.744 K Factor = 0.78 C2A 5.77 1.109 1P 5.000 10.000 28.619 28.619 to 150 5.000 C5A 5.77 0.0066 15.000 0.099 Vel = 1.916 C5A 1.18 1.109 1P 5.000 10.000 28.718 28.718 to 150 5.000 C7A 4.59 0.0043 15.000 0.065 Vel = 1.525 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 4 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt' Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 4.59 28.783 K Factor = 0.86 Cl 2.99 1.109 1P 5.000 10.000 28.787 28.787 to 150 5.000 C6 2.99 0.0019 15.000 0.029 Vel = 0.993 C6 3.17 1.109 1P 5.000 10.000 28.817 28.817 to 150 5.000 C9 6.16 0.0075 15.000 0.112 Vel = 2.046 6.16 28.929 K Factor = 1.15 C5 1.07 1.109 11R 1.000 74.000 28.690 28.690 to 150 2P 5.000 21.000 C5A 1.07 0.0003 95.000 0.028 Vel = 0.355 C5A 1.18 1.109 9R 1.000 71.500 28.718 28.718 to 150 1P 5.000 14.000 C6 2.25 0.0012 85.500 0.099 Vel = 0.747 C6 3.17 0.884 19R 1.000 90.000 28.817 28.817 to 150 19.000 C7 0.92 0.0007 109.000 0.073 Vel = 0.481 C7 4.17 1.602 5R 1.000 50.000 28.744 28.744 to 150 2P 8.000 21.000 M2 3.25 0.0004 71.000 0.027 Vel = 0.517 M2 1.602 4R 1.000 27.000 28.771 28.771 to 150 4.000 C7A 3.25 0.0004 31.000 0.012 Vel = 0.517 C7A 4.59 1.602 9R 1.000 70.000 28.783 28.783 to 150 1P 8.000 17.000 C8 7.84 0.0019 87.000 0.169 Vel = 1.248 C8 14.00 1.602 2P 8.000 2.500 28.951 28.951 to 150 16.000 C9 6.16 0.0012 18.500 0.023 Vel = 0.980 6.16 28.928 K Factor = -1.15 C8 14.00 2.003 4R 1.000 42.000 28.951 28.951 to 150 20 11.000 26.000 TASR 14.00 0.0019 68.000 0.130 Vel = 1.425 TASR 2.003 1Z 6.482 8.000 29.081 29.081 to 150 1B 6.482 15.993 Fixed loss = 3 BASR 14.00 0.0019 14.482 0.028 Vel = 1.425 BASR 2.003 20 11.000 10.000 45.101 45.101 to 150 22.000 UG1 14.00 0.0019 32.000 0.061 Vel = 1.425 UG1 45.00 4.08 1T 32.247 70.000 45.163 45.163 Qa = 45 to 150 32.246 UG2 59.00 0.0009 102.246 0.087 Vel = 1.448 UG2 7.71 8F 10.8832076.000 45.250 45.250 to 150 1T 42.322 129.380 UG3 59.00 2205.380 0.085 Vel = 0.405 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 5 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt, Pt Ref. C^ or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn UG3 9.79 4L 21.592 360.000 45.335 45.335 to 150 86.364 7.000 Fixed loss = 7 CONN 59.00 446.364 0.005 Vel = 0.251 59.00 52.340 K Factor = 8.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 v Fre Prdedsn bw Cai uw Oetim Hydratec Inc. Route 111 Windham NH 03087 Job Name : PLANTATION LAKES \\ Building : #11 TYPICAL FOR ALL TYPE 5 BUILDINGS Location : SANFORD FLORIDA System : D/A #8 Contract : A1907 Data File : A1907.WX7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 1 PLANTATION LAKES Date HYDRAULIC DESIGN INFORMATION SHEET Name - PLANTATION LAKES Date 4-1-99 Location - SANFORD FLORIDA Building - 11 TYPICAL FOR ALL TYPE 5 BUILDINGS System No. - D/A #8 Contractor DELTA FIRE SPRINKLERS Contract No. A1907 Calculated By - FRED LUPO Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - APARTMENT BUILDING S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) Other Specific Ruling Made by Listed Flow at Start Point - 13.5 Gpm Listed Pres. at Start Point - 23.2 Psi MAXIMUM LISTED SPACING 20 x 20 Domestic Flow Added - 45 Gpm Additional Flow Added - O Gpm Elevation at Highest Outlet - 30 Gpm Note: NFPA 13D Date System Type M Wet ( ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make GLOBE Model JN-LF Size 1/2" K-Factor 2.8 Temperature Rating 155 Calculation Gpm Required 54.65 Summary C-Factor Used: Psi Required 53.95 Overhead 150 BASR Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-25-99 Rated Cap. Cap. T Time of Test - 3:25 @ Psi Elev. E Static (Psi) - 65 Elev. R Residual (Psi) - 50 Other Well Flow (Gpm) - 1135 Proof Flow Gpm S Elevation - 0 P Location: CITY MAIN P L Source of Information: D.F.S. FLOW TEST Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ydratec LANTATION LAKES City Water Supply: Cl-Static Pressure: 65 PSI C2-Residual Pressure: 50 PSI C2-Residual Flow: 1135 GPM 150 140 130 P 120 R 110 E 100 S 90- S 80 U 70 R 60 E 50 40 30 20 10 Page 2 Date Pump Data: D1-Elevation: 12.993 PSI D2-System Flow:99.65 GPM D2-System Pressure: 62.177 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):0 GPM D3-Total Flow:99.65 GPM Safety Margin: 2.657 PSI D2 C2 1 200 400 600 800 omputer Programs by Hydratec Inc. V. 1000 1200 1400 1600 FLOW ( N ^ 1.85 ) oute ill Windham N.H. USA 03087 1800 Hydratec Page 3 PLANTATION LAKES Date I Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C„ or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 0 0.884 1R 1.000 12.000 23.200 23.200 to 150 1.000 0 2 0 0 13.000 0 0 Vel = 0 2 13.49 0.884 1R 1.000 6.000 23.200 23.200 K Factor = 2.8 to 150 1.000 3 13.49 0.0957 7.000 0.670 Vel = 7.052 3 13.68 884 1P 3.000 8.500 23.869 23.869 K Factor = 2.8 to 150 3.000 C3 27.17 0.3493 11.500 4.017 Vel = 14.203 27.17 27.886 K Factor = 5.15 4 13.55 0.884 1R 1.000 13.000 23.425 23.425 K Factor = 2.8 to 150 1.000 5 13.55 0.0964 14.000 1.350 Vel = 7.083 5 13.94 0.884 1P 3.000 6.000 24.775 24.775 K Factor = 2.8 to 150 3.000 C2 27.49 0.3570 9.000 3.213 Vel = 14.370 27.49 27.988 K Factor = 5.20 Cl 11.99 1.109 9R 1.000 72.000 33.929 33.929 to 150 1P 5.000 14.000 C2A 11.99 0.0255 86.000 2.192 Vel 3.982 C2A 23.75 1.109 3R 1.000 16.500 31.736 31.736 to 150 3.000 C2 35.74 0.1923 19.500 3.749 Vel = 11.871 C2 27.49 1.109 8.000 27.987 27.987 to 150 C3 8.25 0.0127 8.000 0.102 Vel = 2.740 C3 27.17 1.109 7R 1.000 52.000 27.885 27.885 to 150 2P 5.000 17.000 C4 18.92 0.0593 69.000 4.090 Vel = 6.284 C4 1.109 1P 5.000 10.000 31.974 31.974 to 150 5.000 C5 18.92 0.0593 15.000 0.889 Vel = 6.284 C5 -3.34 1.109 1P 5.000 10.000 32.862 32.862 to 150 5.000 C7 15.58 0.0414 15.000 0.621 Vel = 5.175 15.58 33.483 K Factor = 2.69 C2A 23.75 1.109 1P 5.000 10.000 31.736 31.736 to 150 5.000 C5A 23.75 0.0903 15.000 1.354 Vel = 7.888 C5A -5.44 1.109 1P 5.000 10.000 33.090 33.090 to 150 5.000 VA 18.31 0.0558 15.000 0.837 Vel = 6.082 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 4 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C~ or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eciv. Ln. Total Pf Pn 18.31 33.927 K Factor = 3.14 C1 11.99 1.109 1P 5.000 10.000 33.929 33.929 to 150 5.000 C6 11.99 0.0255 15.000 0.382 Vel = 3.982 C6 12.21 1.109 1P 5.000 10.000 34.312 34.312 to 150 5.000 C9 24.20 0.0935 15.000 1.402 Vel = 8.039 24.20 35.714 K Factor = 4.05 C5 3.34 1.109 11R 1.000 74.000 32.862 32.862 to 150 2P 5.000 21.000 C5A 3.34 0.0024 95.000 0.228 Vel = 1.109 C5A 5.43 1.109 9R 1.000 71.500 33.090 33.090 to 150 1P 5.000 14.000 C6 8.77 0.0143 85.500 1.222 Vel = 2.913 C6 12.20 0.884 19R 1.000 90.000 34.312 34.312 to 150 19.000 C7 3.43 0.0076 109.000 0.828 Vel = 1.793 C7 15.57 1.602 5R 1.000 50.000 33.483 33.483 to 150 2P 8.000 21.000 M2 12.14 0.0044 71.000 0.309 Vel = 1.932 M2 1.602 4R 1.000 27.000 33.792 33.792 to 150 4.000 C7A 12.14 0.0044 31.000 0.135 Vel = 1.932 C7A 18.32 1.602 9R 1.000 70.000 33.927 33.927 to 150 1P 8.000 17.000 C8 30.46 0.0239 87.000 2.075 Vel = 4.849 C8 54.66 1.602 2P 8.000 2.500 36.002 36.002 to 150 16.000 C9 24.20 0.0156 18.500 0.288 Vel = 3.852 24.20 35.714 K Factor = -4.05 C8 54.65 2.003 4R 1.000 42.000 36.002 36.002 to 150 20 11.000 26.000 TASR 54.65 0.0237 68.000 1.612 Vel = 5.564 TASR 2.003 1Z 6.482 8.000 37.614 37.614 to 150 1B 6.482 15.993 Fixed loss = 3 BASR 54.65 0.0237 14.482 0.343 Vel = 5.564 BASR 2.003 20 11.000 10.000 53.950 53.950 to 150 22.000 UG1 54.65 0.0237 32.000 0.758 Vel = 5.564 UG1 45.00 4.08 1T 32.247 70.000 54.708 54.708 Qa = 45 to 150 32.246 UG2 99.65 0.0022 102.246 0.230 Vel = 2.445 UG2 7.71 8F 10.8832076.000 54.939 54.939 to 150 1T 42.322 129.380 UG3 99.65 0.0001 2205.380 0.224 Vel = 0.685 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 5 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C^ or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn UG3 9.79 41, 21.592 360.000 55.163 55.163 to 150 86.364 7.000 Fixed loss = 7 CONN 99.65 446.364 0.014 Vel = 0.425 99.65 62.177 K Factor = 12.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fie PRdKicn bp CesvAw Daim Hydratec Inc. Route 111 Windham NH 03087 Job Name : PLANTATION LAKES 19CDC AVII Building : #11 TYPICAL FOR ALL TYPE 5 BUILDINGS Location : SANFORD FLORIDA System : D/A #9 Contract : A1907 Data File : A1907.WX9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 1 PLANTATION LAKES Date HYDRAULIC DESIGN INFORMATION SHEET Name - PLANTATION LAKES Date - 4-1-99 Location - SANFORD FLORIDA Building - 11 TYPICAL FOR ALL TYPE 5 BUILDINGS System No. - D/A #9 Contractor DELTA FIRE SPRINKLERS Contract No. A1907 Calculated By - FRED LUPO Drawing No. Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY APARTMENT BUILDING S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R Number of Sprinklers Flowing: ( )1 ( )2 ( )4 Other Specific Ruling Made by Listed Flow at Start Point - 19.5 GPM Listed Pres. at Start Point - 12.12Psi MAXIMUM LISTED SPACING x 130 Domestic Flow Added - 45 GPM Additional Flow Added - O GPM Elevation at Highest Outlet - 30 GPM Note: NFPA 13D Date System Type X) Wet ( ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make GLOBE Model JN Size 1/2" K-Factor 5.6 Temperature Rating 155 Calculation GPM Required 83.52 Summary C-Factor Used: Psi Required Overhead 150 48.251 BASR Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-25-99 Rated Cap. Cap. T Time of Test - 3:25 @ Psi Elev. E Static (Psi) - 65 Elev. R Residual (Psi) - 50 Other Well Flow (GPM) - 1135 Proof Flow GPM S Elevation - 0 P Location: CITY MAIN P L Source of Information: D.F.S. FLOW TEST Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ydratec LANTATION LAKES City Water Supply- Cl-Static Pressure: 65 PSI C2-Residual Pressure: 50 PSI C2-Residual Flow: 1135 GPM Page 2 Da to Pump Data: D1-Elevation: 12.993 PSI D2-System Flow:128.52 GPM D2-System Pressure: 57.663 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):0 GPM D3-Total Flow:128.52 GPM Safety Margin: 7.071 PSI D24-,, C2 1 200 400 600 800 1000 1200 1400 omputer Programs by FLOW ( N ^ 1.85 ) ratec Inc. Route 111 Windham N.H. USA 1600 1800 Hydratec Page 3 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eay. Ln. Total Pf Pn 21 19.50 1.109 12.000 12.125 12.125 K Factor = 5.6 to 150 22 19.50 0.0627 12.000 0.752 Vel = 6.477 22 20.10 1.109 1R 1.000 11.000 12.877 12.877 K Factor = 5.6 to IS0 1.000 23 39.60 0.2324 12.000 2.789 Vel = 13.153 23 22.16 1.4 1R 1.000 1.500 15.666 15.666 K Factor = 5.6 to 150 1.000 M1 61.76 0.1700 2.500 0.425 Vel = 12.872 61.76 16.091 K Factor = 15.40 24 21.76 1.109 1P 5.000 8.000 15.093 15.093 K Factor = 5.6 to 150 5.000 Ml 21.76 0.0768 13.000 0.998 Vel = 7.227 Ml 61.76 1.4 1P 6.000 8.600 16.091 16.091 to 150 6.000 M2 83.52 0.2972 14.600 4.339 Vel = 17.407 83.52 20.430 K Factor = 18.46 1 0 0.884 1R 1.000 12.000 22.817 22.817 to 150 1.000 0 2 0 0 13.000 0 0 Vel = 0 2 0 0.884 1R 1.000 6.000 22.817 22.817 to 150 1.000 0 3 0 0 7.000 0 0 Vel = 0 3 0 884 1P 3.000 8.500 22.817 22.817 to 1S0 3.000 0 C3 0 0 11.500 0 0 Vel = 0 22.817 K Factor = 4 0 0.884 1R 1.000 13.000 22.880 22.880 to 150 1.000 0 5 0 0 14.000 0 0 Vel = 0 5 0 0.884 1P 3.000 6.000 22.880 22.880 to 150 3.000 0 C2 0 0 9.000 0 0 Vel = 0 22.880 K Factor = Cl 9.92 1.109 9R 1.000 72.000 24.579 24.579 to 150 1P 5.000 14.000 C2A 9.92 0.0180 86.000 1.544 Vel = -3.295 C2A 3.54 1.109 3R 1.000 16.500 23.035 23.035 to 150 3.000 C2 6.38-0.0079 19.500 0.155 Vel = -2.119 C2 1.109 8.000 22.980 22.880 to 150 C3 6.38-0.0079 8.000 0.063 Vel = -2.119 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 4 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Ecv. Ln. Total Pf Pn C3 1.109 7R 1.000 52.000 22.817 22.817 to 150 2P 5.000 17.000 C4 -6.38 0.0079 69.000 0.547 Vel = -2.119 C4 1.109 1P 5.000 10.000 22.269 22.269 to 150 5.000 C5 6.38-0.0079 15.000 0.119 Vel = -2.119 C5 6.79 1.109 1P 5.000 10.000 22.150 22.150 to 150 5.000 C7 13.17-0.0303 15.000 0.455 Vel = -4.374 13.17 21.695 K Factor = -2.83 C2A -3.54 1.109 1P 5.000 10.000 23.035 23.035 to 150 5.000 C5A -3.54-0.0027 15.000 -0.040 Vel = -1.176 C5A -4.19 1.109 1P 5.000 10.000 22.995 22.995 to 150 5.000 VA -7.73-0.0113 15.000 -0.170 Vel = -2.567 7.73 22.825 K Factor = -1.62 C1 9.92 1.109 1P 5.000 10.000 24.579 24.579 to 150 5.000 C6 9.92 0.0179 15.000 0.269 Vel = 3.295 C6 23.82 1.109 1P 5.000 10.000 24.848 24.848 to 150 5.000 C9 33.74 0.1728 15.000 2.592 Vel = 11.207 33.74 27.440 K Factor = 6.44 C5 6.79 1.109 11R 1.000 74.000 22.150 22.150 to 150 2P 5.000 21.000 C5A 6.79 0.0089 95.000 0.846 Vel = 2.255 C5A 4.19 1.109 9R 1.000 71.500 22.995 22.995 to 150 1P 5.000 14.000 C6 10.98 0.0217 85.500 1.852 Vel = 3.647 C6 23.82 1.109 19R 1.000 90.000 24.848 24.848 to 150 19.000 C7 12.84 0.0289 109.000 3.154 Vel = 4.265 C7 13.17 1.602 5R 1.000 50.000 21.695 21.695 to 150 2P 8.000 21.000 M2 26.01 0.0178 71.000 1.265 Vel = 4.140 M2 83.51 1.602 4R 1.000 27.000 20.430 20.430 to 150 4.000 C7A 57.50 0.0773 31.000 2.396 Vel = 9.152 C7A 7.72 1.602 9R 1.000 70.000 22.826 22.826 to 150 1P 8.000 17.000 C8 49.78 0.0592 87.000 5.149 Vel = 7.924 C8 83.52 1.602 2P 8.000 2.500 27.974 27.974 to 150 16.000 C9 33.74 0.0288 18.500 0.533 Vel = -5.370 Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 Hydratec Page 5 PLANTATION LAKES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ^C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 33.74 27.441 K Factor = -6.44 C8 83.52 2.003 4R 1.000 42.000 27.974 27.974 to 150 20 11.000 26.000 TASR 83.52 0.0519 68.000 3.532 Vel = 8.504 TASR 2.003 1Z 6.482 8.000 31.506 31.506 to 150 1B 6.482 15.993 Fixed loss = 3 BASR 83.52 0.0519 14.482 0.752 Vel = 8.504 BASR 2.003 20 11.000 10.000 48.251 48.251 to 150 22.000 UG1 83.52 0.0519 32.000 1.662 Vel = 8.504 UG1 45.00 4.08 1T 32.247 70.000 49.913 49.913 Qa = 45 to 150 32.246 UG2 128.52 0.0036 102.246 0.369 Vel = 3.154 UG2 7.71 8F 10.8832076.000 50.281 50.281 to 150 1T 42.322 129.380 UG3 128.52 0.0002 2205.380 0.359 Vel = 0.883 UG3 9.79 4L 21.592 360.000 50.640 50.640 to 150 86.364 7.000 Fixed loss = 7 CONN 128.52 0.0001 446.364 0.023 Vel = 0.548 128.52 57.663 K Factor = 16.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087