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251 Central Park Dr - 98-001430 (1998) (NEW INDUSTRIAL) DOCUMENTSZONE CONTRACTOR ADDRESS DATE / . I _ ,i PHONE #> LOCATION e425 h'—W Z OWNER _ /hP.S //1/l Q.s S-A a,,J 6 O/ ADDRESSpZ PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # W-IW3 ELECTRICAL CONTRACTOR ADDRESS PHONE # AI MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS i. SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: ' SUBDIVISION: PERMIT # 91F J Joe, 0,Cc S 7''L COST FEE $ STATE NO. 66e6I 4 4 / v 4131 CADFEEiS EE 3 44 1 S ENERGY SECT. EPI: LOT NO. BLOCK: SECTION: SQUARE FEET. MODEL: OCCUPANCY CLASS: INSPECTIONS ITYPEDATEOKREJECTBY 1 i / 7 J y i rs fyr- ITIFICATE OF OCCUPANCY xSISSUED # DATE: DATExL' CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: CHECK BELOW THE TYPIF40,F C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: 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. ,Youprompt attention will be appreciated. Thank you. vENGINEERING: 4> 6Ff_> to .Z . V FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS CONNECTION: ZONING eGr v CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: 16--1--54 ADDRESS: JrI ("i-1'd P,(. CONTRACTOR: CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: 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: FIRE DEPARTMENT: PUBLIC WORKS: — UTILITIES/CROSS CONNECTION: ZONING : J)WKER: ADDRESS: 2st CLW71?9t P91?n 44, f DATE-_ .10 f, ifa J60 REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT: I N460' 70 P9 1. o u— V9Cve P90 Fog gsscn4cyl Nz.foj 7o 6; re-' 6?,90.d co cg Tc 3 Coudli-C, Gta 3 N4jo 7o t,jV179Ct 1'6ws2 GrNc cte*w-ov7 70 (5,P402 FIRE DEPARTMENT UTILITIES RUBLIC .WORKS ENGINEERING, A#R.4.4 P,,,-,-k C ; s f- tru vi Cat. I',-ox, 10-5-99 3 =47 i O'e, G l CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: I-l ADDRESS: C; C'e,-,#-,e All-tk I)r CONTRACTOR: CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: 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: FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS CONNECTION:SZ ZONING : 61i Woad bryt- MKII`arl'l om O-D ass sD 3 Pd 418 6 fie.-3439 I11018 &GW-34301 y181"S &3LNG Rc cMAfold: lag A*e, W ( i o - -. 90 3 = 30.t PROJECT INSPECTION LOG 50 Date: /-0 98" m a 740 FLORIDA CENTRAL PKWY., LONGWOOD, FLORIDA 3279101TE 2052 TEL.: ( 407) 630-7473 • FAX: (407) 1130-1450 City Engineer City of Sanford P. O. Box 1778 Sanford, FL 32772-1778 10/ 5/98 RE: 251 Central Park Drive Southwest Communications I hereby certify that the completed project constructed at 251 Central Park Drive has been constructed in accordance with the City of Sanford's approved Site Plan dated April 3, 1998. . I further certify that per Section 6-7, Finish Floor Elevations, that the finish floor elevation of said site is 32.0 per approved Site Plan dated April 3, 1998. l Sincerely; il DonaldE. P_ eger, P.E. Al f CERTIFCATE OF OCCUPANCY ' REOUEST FOR FINAL INSPECTION DATE OF C.O.: ADDRESS: 1:d's'1.0 /'9.C.+ CONTRACTOR: CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence: New Multiple Family Residence: New Apartments: New Hotel: A- r l C U 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. Thou. / / ENGINEERING: FIRE DEPARTMENT: PUBLIC WORKS: UTILITIES/CROSS C NNECTION: ZONING : XWC South Western Communications, Inc. 76xm w'a 7r 7*&#... September 15, 1998 Building Official City of Sanford Sanford, FL 32771 To Whom It May Concern: 2400 Forsyth Road, Suite 108 Orlando, FL 32807 407)679-7775 Fax: (407)679-8315 We respectfully request that you allow the power to be turned on to our building located at 251 Central Park Drive, Sanford, Florida 32771. We need power on so we can make sure phone and computer systems are working properly prior to occupancy. We will not occupy the property until a Certificate of Occupancy is issued. We have enclosed herewith a check in the amount of $60.00 for pre -power. Sincerely, Steven E. eolfe V.P. & Gen. Mgr. STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 15` h day of September 1998, by Steven E. Wolf, V.P. & Gen. Mgr. of South Western Communications, Inc., who is personally known to me and did not take an oath. , My commission expires: 10/7/1001 vs Maria I— Cody P. Notaty PuWit:, State of Florida Commission No. CC 686798 OF Amy Commission Fip.10MSMDI 140"- WTAM ft Nomy sm im a av4%Qa Nashville, TN 9 Indianapolis, IN 9 EVANSVILLE, IN 9 Decatur, AL 9 Orlando, FL CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: c3 t PERMIT #: frBUSINESSNAME: C v 1 ADDRESS: Ge 2AL.. 17, PHONE NUMBER: ( ) Da^7? PLANS REVIEW 7-11 TENT PERMIT ElBURNPERMITREINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply W with all appl' a VFlofind es of the C' of S f Sanford Fire Prevention Applicants Si ature CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT IG ou• 3 0 E ac4 ro c Z c o N o M (A a) AJ N a o d >. Z a F PERMIT ADDRESS 251 Cen -rat Parr Dr iye PERMIT NUMBER Sanford, FL 32771 Total Contract Price of Job $17, 717 . 00 Total Sq. Ft. Describe Work Fi ^e sari n;;l i n system 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 23-19-30-506-0000-014D OWNER The Stran Group, inc. PHONE NUMBER ADDRESS2400 Forsyth Rd., Ste. 106, Orlando, FL 32007 CITY Orlando STATE FL ZIP 32807 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP ZIP CONTRACTOR Southern Fire rn ion PHONE NUMBER (407) 323-4200 ADDRESS 3301 E. State Rd. 46 ST. LICENSE NUMBEW40723000190 CITY Sanford STATE FL 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 ON THE JOB SITE WITH PERMITSrNO 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. ro n it 9S o 0 oSignature of Owner/Agent Date Signature of Contrajor—&—imte 0 a Robert J. Caldwell Jr. z Type or Print Owner/Agent Name Type or Print Contractor's Name v x O M M Signature of Notary & Date Signature of Notary & Date IF E7 Official Seal) Official Seal) 3 v O 8 Application Appro ed BY: Date: O 0 FEES: Building r1 Radon Police Fire Open Space Road Impact Application PERMIT VALIDATION: CHECK CASH DATE o'L t BY ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) r M a v THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE xxx&II E%xxx&] FIRE PROTECTION BY COmPIU7ER DESIGN w-*-w«* 4*-4rr4e41--w-w-w«i*-w_ HYDRA7aC, INC. RTE Ill WINDHAM NH OZ1057 60Z-424-0Z50 CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLAND0,INC. « , NAME S u E ERN COMMUNICATICNS . LOCATION a5i CENTRAL DR. SAN OR F SYSTEM NO. WAREHOUSE ' e CONTRACT NO. 980275# 9 HYDRATEC, INC. RTE 111 WINDHAM NH 03087 603-434-0502 HYDRAULIC DESIGN INFORMATION SHEET NAME SOUTHWESTERN COMMUNICATIONS DATE 6-5-98 LOCATION 251 CENTRAL PARK DR. SANFORD FL BUILDING SYSTEM NO. WAREHOUSE CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO,INC. CONTRACT NO. 98027 CALCULATED BY LM DRAWING NO. CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT EXPS OCCUPANCY 1BFT MAX. STORAGE HGT. S !( )NFPA 13 ( )LT.HAZ ORD.HAZ.GP.( )1( )2( )3( )EX.HAZ. Y !(X)NFPA 231 ( )NFPA 231C FIGURE 6-2.2.4 CURVE S !(X)OTHER 286 HEADS, 18FT STORAGE,REDUCED 85% PER 6-2.2.4, MIN .19 T !( )SPECIFIC RULING MADE BY DATE E M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE DENSITY- GPM .15 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 117.5 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 0 MAKE CENTRAL MODEL "A" S !HOSE ALLOWANCE GPM -OUTSIDE 500 SIZE 17/32 K-FACTOR 8.1 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 286 G ! N ! CALCULATION ! GPM REQUIRED 473.36 PSI REQUIRED 45.16 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 150 W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST 6-1-98 ! RATED CAP 0 ! CAP. 0 T !TIME OF TEST 3:00P.M ! AT PSI . 0 ! ELEV. 0 E !STATIC (PSI) 85 ! ELEV 0 ! R !RESIDUAL (PSI) 38 ! ! WELL FLOW (GPM) 1718 ! ! PROOF FLOW GPM 0 S !ELEVATICN 2.5 ! ! iJ P ! P !LOCATION : HYDRANTS ON CITY WATER MAIN L !SOURCE OF INFORMATION SANFORD FIRE PREVENTION! Y ! COMMODITY CLASS III LOCATION C !STORAGE HT. 20FT AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED 'J• PALLETIZED % RACK % M M ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON-ENCAP. S ! A ! t )MULTIPLE ROW ( ;OPEN SHELVING T ! C 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO OC.T LING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CC t-.Z=[-iT>=!-•T T [-Ih 1__a V f`1-1 r.i IT= C T%CQ T M K I H'f LDFATEC, aNL;. 7.j wL F 77— GY• Oa Z i E a. T5. 'Z, I z . 7.36 C T6 1 0 Q 7j. 0.0 ID r1l 7.. 4. ZZ. . ter.:. L:. 7. S- C 7; L--a, Z 7 0 T Z k X..k k --or Y.-:F •k'.. ak k ;k, k n N'll. ,3027, ATE D. N A r7: 170L F1'1yNLZF L C T Z'S. PE 0 i INT f:T/F L E N'15, OT. PF 3 7. r . - , a. 8 1 Et, a0. *70, Z 7. 77 i., Z, C. 7. 77 7 4 Z T E, 100 0 . vvr 42 C) . 0. ILL C'. - ; V = S . I :Y 3 7 7t 7t 3 . 3 0 17. f", rL 7. 01. 3Z, 3. _,"O 0."; O. C.- 27 12 2, L C 7 Z i T-' x'w•-:ck•n .. K #'#':rdi,F•7tir''i-•.r i•'#nr:k•#irk r'i:n.. .`•E ;,Y.: ii ilr'...'. air. •'<.`.. .rk, •?{kit..r-#:. ,. ... .. •x :. ., kT: i:kt. .. 3Li i:lf^i.CJiC:'vti rul•a'1{.. l'....n ,-•_.. v•J .._ L•Li Jii;C -v-=0 rFTC= .:• JC:C'!:'F`X'KX'FX•.T'K'.fXX'!.'::XXXX'A"F :\'%'XX'Jf T'lX:•'T. 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Q T I STATE OF FLORIDA OFFICE OF% TREASURER DEPARTMENT OF INSURANCE TALLAHASSEE, FLORIDA STATE FIRE MARSHAL CERTIFICATE OF COMPETENCY F M04"4,9 I i1 I ATa„.•' i THIS CERTIr IFS THAT: ROBERT F1 CALDWELL JR 3801 FAST STATE ROAD 46 SANF0F?D. FL 32771-9155 BUSINESS nPGANi7_ATIiIN: SOUTHERN FIRE PROTECTION CIF ORLANDO INC CONTRACTOR I INCLUDES THE FXF_CUTI(lr! nF CONTRACTS REQUIRING THE ABILITY• FXPERIENCE.•. KNOWLEDGE- SC.I FNCE r A.ND SKILL TO INTELLIGENTLY LAYOUT • FARRT C ATE • INSTALL • INSPECT • ALTER. REPAIR, OR SERVICF ALL TYPFS OF FIRE_ PROTECTION SYSTEMS• EXCLUDING PRE— ENGINEERED SYSTEMS• TREASURER -• T 01 97 07 1'i 17 74072;-1000190 1746770002 150.00 06 1301 99 INSURANCE COMMISSIONER ISSUE DATE TYPE CLASS COUNTr LICENSE OR PERMIT NUMBER APPLICATION TAXES & FEES COMPANY EXPIRATION FIRE MARSHAL 0 JVII L1 70 V7••N . VG Return to: (enclose Self-addressed stamped envelope) Name: JAMES A. BARKS !1:,RYANNE `1UR5 Attorney at Law I;; E-K Ue IFCt;!' ::Illiij 1120 West First Street, Suite B SEMINU!.;: i:Uliti Y Sanford, FL 32771 8 7 36 7 t 11tis Instrument Prepared by: JAMES X. BARKS Attorney at Law 1120 West First Street, Suite B Sanford, FL 32771 Property Appraisers Parcel identification (Folio) Number(s): 28.19-30-505-OM-0141) IIECORDED & VERIFIED 1999 APR 10 PH 3-- 52 Permit No. _ NOTICE OF COMMENCEMENT 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. 1. Description of property: (legal description of the property, and street address if availabli) The South 170.82 feetofLot14, SMITH'S THIRD SUBDIVISION, according to the Plat thereof as recorded In Plat Book 1, Page 86, of the Public Records of Seminole County, Florida, lying East of the right-of-way of Central Park Drive. Street address: 251 Central Park Drive, Sanford, Florida 32771. 2. General Description of improvement: Construction of commercial building 3. Owner Information: a. Name and address: The Stran Group, Inc., 2400 Forsyth Rd., Suite 108, Orlando, FL 32807 b. Interest In property: Fee simple c. Name avid address of ree simple titleholder or other than Owner): 4. Contractor: (name and address) Canterbury Concepts, Inc., P. O. Box 470262, Lake Monroe, FL 32747 a. Phone number. (407) 330-3238 b. Fax number. (407) 330-9445 (optional, if service by fax is acceptable). 5. Surety a. Name grid address: N/A t b. Phone munber• c. Fax number. (optional, if service by fax is acceptable). d. Amount of bond: $ 6. Leader. (name and address): OLD NATIONAL BANK IN EVANSVILLE. Post Otfice Box 1343, Evansville, IN 47701 a. Phone number: 1-800-264-6621 (Ext. 1520) (John T. Lamb) b. Fax number. (8I2) 464-1262 (optional, if service by fax Is acceptable). 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: (name and address) a. Phoite number: b. Fax number: (optional, if service by fax is acceptable). S. In addition to himself, Owner designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.130)(b), Florida Statutes: JAMES A. BARKS, Attorney at Law, 1120 W. First Street, Suite B, Sanford, FL 32771; OLD NATIONAL BANK AT EVANSVILLE, Attention: John T. Lamb, Vita -President, Post Office Box 1343, Evansville, IN 47701 a: Phone number: (407) 321-1224-James A. Barks: I-800-264-6621 (Ext. 1520)--Old National Bank b. Fax number:(407) 321-1467-James A. Barks; (812) 464-1262-Old National Bank 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 a different date is specified) _ O THE ST N GROUP, INC. ( er) r By: QSte e . Wolf, Its Presiders v Sworn to and subscribed before me this loth day of April, 1998. 1 have relied upon the following identification of the Affiant: Florida Drivers'License CERFIFIEU COP 'ti MADYArIr•,r.• r m? vuvi; t!r r .:•:.. ,•:, Notary Rublic Jan+es A 9a,aa lgl,gm•T I.:'•trlta ::•' n*1 1 r ' tt 1 W commission CCroAes t 5, ' '`L•`l• .. L.V•.` i4Fii^ii EmPW. J.nW724,2002 a wv 3 CD C:;-n Z q T a C') O t— tom N n to ACORD Lll-ILA- Ot- DATEYI.NSURANCE4tK .LIABILiI 11/13/1997A'660CER a07)788-3000 FAX I n s u r a n c e Office o f America Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 150 North W e s t mo n t e D r . ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 162207 COMPANIES AFFORDING COVERAGE Altamonte Spgs., FL 32716-2207 COMPANY Transcontinental Ins. Co. - CNA Attn: Ext: A INSURED Southern Fire Protection COMPANY Transportation Ins. Co. - CNA ' B of -Orlando. Inc. 3901 E.. Sr 46 COMPANY C Sanford, FL 32771 COMPANY D COVERAGE w ..::........:..:.. x . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOVIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION: LIMITSDATE (MWDDIM DATE (MMIDD/YY) GENERAL LIABILITY GENERAL AGGREGATE S 2, 000, 00 0 X COMMERCIAL GENERAL LIABILITY........................................................ PRODUCTS - COMP/OP AGG i 11000,000 CLAIMS MADE iX E OCCUR ; A ""C134264952 PERSONAL bADV INJURY S 11000,000101/01/1998 O1/O1/1999 •.•.•..••••••• .....•.....••.••• OWNER'S b CONTRACTOR'S PROT : EACH OCCURRENCE S 11000,000, FIRE DAMAGE (Anyone fvs) S50,000 I ........ .. MED EXP (Any one person) S 5,000, AUTOMOBILE LIABILITY 1 X " ANY AUTO COMBINED SINGLE LIMIT S 1,000,0001ALLOWNEDAUTOS BODILY INJURY { SSCHEDULEDAUTOSPerperson) 8 C134264966 X HIREDAUTOS 01/01/1998 O1/01/1999 '• BODILY INJURY SXNON -OWNED AUTOS Per @;xWenl) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT S ANY AUTO r... ....... OTHER THAN AUTO i EACH ACCIDENT S I AGGREGATE S EXCESS LIABILITY EACH OCCURRENCE S 5,000,000' B X UMBRELLA FORM 'C134264983 01/01/1998 01/01y1999 AGGREGATE S 00 00 OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND X TORY LIMITS ER # EMPLOYERS' LIABILITY 8 THE PROPRIETOR/ "" 1073711109 01/01/1998 01/01/1999 : ELEACHACc1DENT s 500,000 PARTNERS/EXECUTIVE INCL ' EL DISEASE - POLICY LIMIT S 500,000 OFFICERS ARE: EXCL EL DISEASE - EA EMPLOYEE $ 500,000 OTHER Inland Marine Leased or Rent.Equip. S30,000 A L134264952 01/01/1998 01/01/1999 on any one leased/rent item.Nor more than S40,000 any 1 Occr. DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLEWSPECIAL ITEMS i CERTIFICATE HOLDER w.,.::.:: CANCELLATIOf!< :., SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL I DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. CITY OF S A N F 0 R D BUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR LIABILITY , P 0 B 0 X 1738 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ! t S A N F 0 R D, FL 3 2 7 7 2- 17 8 8 AUTHORIZED REPRESENTATIVE a John Ritenour/ANGELA l mACORD'CO...... ION:.198 F' I RE PROTECTION BY COMPUTER DESIGN W##-K--W-Wi6•-*4FyE4E-"*E#-W4E-i*•X--3EiE-K-"yF•art- HYDRATEC, INC_ #- RTE 1 1 1 W I NDHAM NH OZEOE37 GOZ-4Z4—OSOa iE#iE-w-w-w-F-w-w-X--w---"-X-iE-wiE-w-w-w-wiE-wiE-w-w-w-w-X--w CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO,INC. + NAME SOUTHWESTERN COMMUNICATIONS LOCATION 251 CENTRAL PARK DR. SANFORD FL +:..i``•/ SYSTEM NO. WAREHOUSE CONTRACT NO. 98027 HYDRA T EC, INC. RTE 111 WINDHAM NH 03087 603-434-0502 HYDRAULIC DESIGN INFORMATION SHEET NAME SOUTHWESTERN COMMUNICATIONS DATE 6-5-98 LOCATION 251 CENTRAL PARK DR. SANFORD FL BUILDING SYSTEM NO. WAREHOUSE CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO,INC. CONTRACT NO. 98027 CALCULATED BY LM DRAWING NO. CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT EXPS OCCUPANCY 18FT MAX. STORAGE HGT. S ! ( ) NFPA 13 ( ) LT. HAZ ORD. HAZ. GP. ( ) 1( ) 2 ( ) 3 ( ) EX. HAZ. Y !(X)NFPA 231 ( )NFPA 231C FIGURE 6-2.2.4 CURVE S !(X)OTHER 286 HEADS, 18FT STORAGE,REDUCED 85% PER 6-2.2.4, MIN .19 T !( )SPECIFIC RULING MADE BY DATE E M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE DENSITY- GPM .19 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 117.5 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 0 MAKE CENTRAL MODEL "A" S !HOSE ALLOWANCE GPM -OUTSIDE 500 SIZE 17/32 K-FACTOR 8.1 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 286 G N ! CALCULATION ! GPM REQUIRED 473.36 PSI REQUIRED 45.16 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 1220 UNDERGROUND 150 W !WATER FLOW TEST PUMP DATA TANK OR RESERVOIR A !DATE OF TEST 6-1-38 ! RATED CAP 0 CAP. 0 T !TIME OF TEST 3:i 0PM ! AT PSI . 7 ELEV. 0 E !STATIC (PSI) 85 ! ELEV 0 R !RESIDUAL (PSI) 33 WELL FLOW (GPM) 1718 ! PROOF FLOW GPM Z S !ELEVATION 2.5 U P ! P !LOCATION : HYDRANTS ON CI T Y WATER MAIN L !SOURCE OF INFORMATION SANFORD FIRE PREVENTION Y ! COMMODITY CLASS III LOCATICN C !STORAGE HT. 20FT AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED % PALLETIZED % RACK % M M ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. R ! ( )DOUBLE ROW ( )SLAVE WALLET ( )SOLID SHELVING ( )NON-ENCAP. S ! A ! ( )MULTIPLE ROW ( )OPEN SHELVING T ! C 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO 0E--IL 7NG R ! ! LONGITUDINAL TRANSVERSE A G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1= ? DC Ira 0C—k—r'=1—•T T /'1h110A./ C-C—IMTt1.1-T.C'D T1C` T.=hi HYDRATEC, INC. JOB- SOUTHWEST -ERN COMMUNICATIONS JOB NO 98027 DATE 6-5-98 -PAGE 1 HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW C" FITTING FTGS. PE PV ***** NOTES POINT QT' LOSS/F LENGTHS TOT. PF PN 24.61 C=120 IE 2.0 13.00 9.23 Q=K*SQR(P): P= 9.23 19 1.049 1 T 5.0 7.00 0.00 K= 8.100 V = 9.13 24.61 0.1909 20.00 3.82 24.61 13.05 CS 1 20 27.56 C=120 10.00 11.58 Q=K*SQR(P): P= 11.58 16 1.682 0.00 0.00 K= 8.100 V 3.98 27.56 0.0236 10.00 0.24 27.85 C=120 10.00 11.82 K= 8.100 P= 11.62 17 1.682 0.00 0.00 VELOCITY = 8 55.41 0.0859 10.00 0.86 28.84 C=120 2. ;70 12.68 K= 8.100 P= 12.68 18 1.682 0.00 0.00 VELOCITY = 12.16 84.25 0.1867 2.00 0.37 24.61 C=120 2E 4.0 29.00 13.05 QA= 24.61PT= 13.05 20 1.682 2T 8.0 24.00 0.00 VELOCITY = 15.71 108.86 0.2999 53.00 15.90 108.86 28.95 CS 2 24 22. 42 C=iEO MOO 7.66 Q=K*SQR (P): P= 7.66 i 1 1.682 0. 00 0. 00 K= 8.100 V 3.24 22.42 0,0161 10. 00 0.16 22. G EC C=1 cE 10. 00 7.82 K= 8.100 P= • 7.82 12 1.682 0.00 0.00 VELOCITY = 6.51 45.08 0.0587 10.00 0.59 49 C=120 I10. 00 8.41 K= 8.100 P= 8.41 i3 1.632 0.00 0.00 VELOCITY = 9.9 68. 57 0. 1275 10.00 1.28 25. 20 C=120 10.00 9.69 K= 8.100 P= 9.69 14 1.682 0.00 0.00 VELOCITY = 13.53 93. 77 70.2276 110.00 2. 12-8 28. 02 C=120 2E 4.0 21.00 11.96 K= 8.100 P= 11.96 15 1.682 2T 8.0 24.00 0.00 VELOCIT`! = 17.58 121. 79 0. 69 i 45. 00 16.61 121. 79 28.58 CS 3 2 - d HYDRATEC, INC.;*****;***** JOB- SOUTHWESTERN -COMMUNICATIONS JOB NO 98027 DATE 6-5-98 PAGE 2 HYDRLC. GA C" EQUIV. PIPE PT PT REF.. FLOW DIA. FITTING FTGS. PE PV NOTES**** POINT QT LOSS/F LENGTHS TOT. PF PN 22.35 C=120 10.00 7.61 Q=K*SQR(P): P= 7.61 6 1.682 0.00 0.00 K= 8.100 V 3.23 22.35 0.0160 10.00 0.16 22. 58 C=120 10.00 7------------------------------ 7.77 K= 8.100 P= 7.77 7 1.682. 0.00 0.00 VELOCITY = 6.48 44.93 0.0583 10.00 0.58 23.42 C=120 10.00 8.36 K= 8.100 P= 3.36 8 1.682 0.00 0.00 VELOCITY = 9.37 68.35 0.1268 10.00 1.27 25. 13 C=120 10.00 9.63 K= 3. 100 P= 9.6.3 9 1.682 0.00 0.00 VELOCITY = 13.49 93.48 0.2263 10.00 2.26 27. 93 C=120 2E 4.0 121. k 0 i i . 89 K= S. 100 11. 89 10 1.682 2T B.Z 24.00 0.00 VELOCITY = 17.52 21. 41 0. 3670 r. 00 16.52 121.41 2S. 41 C5 2 22.33 C=;20 10.00 7.60 Q=K*SQR(P): P= 7.6 1. 682 0. d0 Z. r00 K= B. 100 V c2. 33 0. 0160 10. oe, 1. 16 22.56 C=:24; 10.00 7.76 K= 8.100 P= 7.76 2 1.682 0.00 Z. 00 VELOCITY = 6. 43 44. 89 Z. 0582 10. 00 0. 58 23. 40 C=120 10. kl0 8.34 K= 3. 100 P= S. 34 3 1. S32 0.00 0.00 VELOCITY = 9.86 68.29 0.12610 10.00 1.27 25. i l C=120 10. 00 9.61 K= S. 100 P= 9.6 ; 4 1.682 0.00 0.00 VELOCITY = 13.43 93.40 0.2255 10.00 2.26 27. 9 0 C=120 2E 4.0 21.00 11.87 K= 8.100 P= 11.87 5 1.632 21r 3.0 24.00 0.00 VELOCITY = 17.51 121.30 0.3664 45.00 16.49 0.00 C=120 11.75 2B. 36. QA= 0. 'OPT= 2 B. 35 21 4.260 0.00 0.00 VELOCITY = 2.73 121.30 0.0039 11.75 0.05 121.41 C=160 11.35 23.41 Q^n= 121. 41PT= 23. 41 22 4.260 0.00 0.00 VELOCITY = 5.46 242.71 0.0143 11.85 0.17 f HYDRATEC, INC. JOB- SOUTHWESTERN -COMMUNICATIONS JOB NO 98027 DATE 6-5-98 PAGE 3 HYDRLC. QA licit EQUIV. PIPE PT PT REF.. FLOW DIA.. FITTING FTGS. PE PV NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN 121.79 C=120 12.25 28.58 QA= 121.79PT= 28.58 23 4.260 0.00 0.00 VELOCITY = 8.2 364.50 0.0303 12.25 0.37 108.86 C=120 2E10.0 31.00 28.95 QA= 108.86PT=- 28.95 24 4.260 IT20.0 40.00 0.00 VELOCITY = 10.65 473.36 0.0492 71.00 3.50 0.00 C=120 1E10.0 62.00 32.45 QA= 0.00PT= 32.45 FM 4.260 10.00 8.66 VELOCITY = 10.65 473.36 0.0492 72.00 3.55 PE= FOR HT. OF 20.0 473.36 4-4.65 CE 5 TR 0.00 C=120 10.33 44.65 OR= 0.00PT= 44.65 TR 4.260 0.00 0.00 VELOCITY = 10.65 473.36 0.0492 10.33 0.51 473.36 45.16 • CS 6 BR 0. a0 C=150 5E15.1 100.00 45. 16 QA= 0. Z0F' 1= 45. i G BR 4.230 2T30.2 137.90 0.00 VELOCITY = 10.3 473.36 0.0337 2. 00F. 237. 913 8.03 473,76 5-2. i? Ca 7 TEST HYDRATEC, INC.;*a**; JOB— SOUTHWESTERN-COMMUNICRTIONS JOB NO 93027 LATE 6-5-93 PAGE 4 a#•••••••••••*FLOW SCHEMATIC;•*•••*•••**#•••;••*•r;;**•••• 121.30 68.29 22.33 21>>>>>>>>5>>>>4>>>>3>>>)2>>>>1 93.40 44.89 121.30 121.41 68.35 22.35 22>>>))>>>10)>>9>>>>8>)>>7>>>>6 93.48 44.93 242.71 121.79 . 68.57 22.42 23)>>>>>>)15>))14>)>13>)>i2>>>11 93.77 45.08 19 364.50 24.6, l OS. 86 55. 4 i 84. 25 27. 5a TR FM BR TEST HYDRATEC, INC. JOB— SOUTHWEST-ERN•COMMUNICATIONS JOB NO 98027 DATE 6-5-98 PAGE 5p WATER ANALYSIS;••••••a**•a•••*a••••,••-*•••••;t• FOR — SOUTHWESTERN COMMUNICATIONS DENSITY X AREA 0.190 X 2000.00 = 380.00 OVERAGE = 93.35 GPM = 93.35 RACKS = 0,00 INSIDE HOSES = 0.00 OUTSIDE HOSES = 500.00 FLOW REDID FOR SYSTEM = 473.35 FLOW AT BASE OF RISER = 473.35 MIN FLOW AT BASE OF RISER =_ 473.35 TOTAL FLOW = 973.35 STATIC PRESSURE = 35.00 RESIDUAL PRESSURE = 38.00 RESIDUAL FLGW = 1718.00 FLOW FROM CITY SUPPLY AT 20PSI = 2047 GPM PRESSURE FROM CURVE @ TOTAL FLOW = 68.57 ELEVATION = • 2.50 FOOT = 1.08 iJO. D i A "C" LENGTH F ACTOR + FL^W PF FLOW !; E;OC i -Y ADDITIONAL VALVE LOSS, ETC. = 7.00 SAFETY MARGIN = 0.00 PRESSURE AVAILABLE FOR SYSTEM = 62.65 lfx EzktiEIE;FiE:EroE;4tiF;edEiF;FiEiF;EiFlFiiiFiEaEiE7EiFiFdFie n TEC , INC. +•iE•iFx••ir•iE•it•ie,e eie;E•iFirx e•x:E ic;F ri iE ie•iF•ktiF ir JOB— SOUTHWESTERN -COMMUNICATIONS JGB NO 98027 DATE 6-508 PAGE o c•*********;c******#****WATER SUPPLY 1 STATIC PRES. ! 85.000 PSI ! 1 S ! U , 1 L ! 1 Y 1 1 1 C ! 1 U : V ' E PRES. A;;A:LABLE , k v-- 68.571 PSI ! SAFETY MARGIN ! 15.381 PSI v ! SYSTEM DEMAND-0 #--------------* * -- FLOW AVAILABLE ! 473.35 GPM 500 GPM HOSE 1391.17 GPM 1 r 1 1 T O T AL DEMAND ! I I 5 1 r 1 PS • ATrv :r. a a• r J n 1 C RESIDUAL PRES.4 * ! 33. Z00 PS: AT D 1713. 00 I &A. 2041. ace GPM . r r AT 20.000 00 -.-T D 7. 580 PSI !E'_EVATIGN? 1 1—_----_-----------------___ — _--_-------__--___—_____—____ —` ' a.<,,. t3Y1'I i i_ v W SUMMARY SYSTEM ICLUIr'I 473. •;I. •Av Gr 1'1 OUTSIDE HOSE 500.00 Gpi4 TOTAL DEMAND 573.35 GPM ACTION: 1. Your Information 2. Approval 3. Please See Me ROUTING MEMO 4. Please Call Me 5. Please Handle 6. As Requested 7. Please File 8. Note and Return 9. Signature 10. Please Reply 11. See "Remarks" 12. Re Our Conversation 13. Your Comments or Recommendations 14. Read and Pass On REMARKS (Use Reverse Side for More Space) AfRE S,Atwrtc4R FOR 2 s C SPVT,R9c P9Rn to of, S'ffown/ ON 7ft4. Agoo0 r9 Kbo u A 7#4 44+w To JWWAO 7/YE C Rk4c'! /.vfa do 61,46 How Y#a Y GnVtot 7' '. FROM OAT E 44At A"-.e.. I C0 /2& pj 740 FLORIDA CENTRAL PKWY., SUITE 2052 LONGWOOD, FLORIDA 32750-4910 TEL.: (407) 830-7473 • FAX: (407) 830-1450 To: Bill Doolittle From: Don Pflueger Date: August 17, 1998 Topic: Fire wall and insulation at 251 Central Park Drive (SWC) Bill Doolittle: The UL rating for the insulation that we use on our buildings has a "Flame Spread" of 25 and a "Smoke Developed" of 50. This insulation is noncombustible, therefore, it not only satisfies it exceeds the one hour fire wall rating required for the space. We have included the specs for the insulation. Thank you, Don Pflueger, P.E. 740 FLORIDA CENTRAL PKWY., SUITE 2052 LONGWOOD, FLORIDA 32750-4910 TEL.: (407) 830-7473 • FAX: (407) 830-1450 VARIES R-10 NON COMBUSTIBLE INSULATION RO0r- LME TOP PLATE 4" MTL. 5TUD5 24" OC 5/0" "X" BD. EA. 51DE NA IL Wx PATTERN 1 pia" SCREWS 5" PERr E1ER 12" FIELD WIT. PLATE 4" CZ*rG SLAB UY Xb 10-10 W1W'U 1 -IF. FIREW4LL i i i 6 i i i i i i C i i i i i i i i i NO % iowwwm 9)4` 7-7Y on UNUEWWRITERS LABORATORIES INC:.* CLASSIFIED FACED WATTS OR BLANKETS CONTENTS NOT OVER 400 30. FT. (FORM H9 ISSUE NO. C•76 SURFACE BURNING CHARACTERISTICS Vinyl Filbn vonyl•Scrim•Fool Foil•scrim-Krall Aluminum Fai! Facing Facing Facing Facing FLAME SPREAD.....25 . 25... ...........25............ 15 SMOKE DEVELOPE0.50 35. , .20 ..... .... n R6919 OF 10.40R7 r. r 111'i . EVI.1?`:' ? =:.P'I Eim PRULI M_ "S, 1 NI: `') NIL.- NO.6b4 P. b.,b Enp E & H PRODUC. .. INC - - tuna ?assaic A%,enue - Fairfield, NJ 07UU4 - 973-227-5454 Fax: 973 227 8284 DESCRIPTION: FORPLAX AD363 Vapor Retarder Film TYPICAL PHYSICAL PROPERTY VALUES pRQPERTIES VALLE& TEST METHOD Thickness, Inches .0032 +/- 10% ASTM D-1593 Yield, sq. ft./lb. 46 sq. ft. +/- 5% Determined by weight Brittleness 'famperature, °F r 5°F ASTM D-1790 Tensile Strength. PSI MD 2300-2800 ASTM D-882 CD-1800.2300 Elongation, % MD 140 ASTN D882 L CD 130 Tear Strength, C-rarrisirmil IVID 50-70 ASTM D-689 (ElmendorO CD 100-120 Light Reflectivity 100%, + 0% ASTM C'523 10% Wave Length 440-700 Permeance of Fli.m, US- Perms 1.0 ASTM E-96 (Method A) a U.L. FIRE HAZARD CLASSIFICATIONS Official U1. burn of AD363 film: Flame Spread 15 Smoke Developed 90 Official Ul.composite burn: Flame Spread 25 Smoke Developed 50 AS M E-8 r UL-7 3 ASTM E-64 or UL•723 I a loforrnasi:+n n based r!n dap Wevid tr be telisblo, but ao weaucy it mended T%4 film ha 60 sppe ifiwlb Ono- V 7nearandduplcdforwlonlyasavaporrosrder 'or j we in vocalbulldinp and any oPN wWW blllldb>fp WE$- v ins o6r AD363 film w*W4 be wruiderod a n*we of our pmd= Sr ded appmn m UV mys and NO em" le nos rccbmn+andeA. We regremrAd that FOAPLAX AUM Vapor Ronrdor Film vow bo Mralled bolory - 30-F. Ferpla Inters Corp.!NmrYa Plwla Corp. wi0 not bo mpourlble for yms beyond roplsaumr of maotial sold. J, r" 1107 l' G 740 FLORIDA CENTRAL PKWY., SUITE 2052 aa%Q LONGWOOD, FLORIDA 32750-4910 G TEL.: (407) 830-7473 9 FAX: (407) 830-1450 To: Bill Doolittle From: Don Pflueger Date: August 17, 1998 Topic: Fire wall and insulation at 251 Central Park Drive (SWC) Bill Doolittle: The UL rating for the insulation that we use on our buildings has a "Flame Spread" of 25 and a "Smoke Developed" of 50. This insulation is noncombustible, therefore, it not only satisfies it exceeds the one hour fire wall rating required for the space. p •We:have included the specs for the insulation. 01. p m: y . hari you, Don Pflueger, P.E. 740 FLORIDA CENTRAL PKWY., SUITE 2052 LONGWOOD, FLORIDA 32750-4810 TEL.: (407) 530-7473 • FAX: (407) 830-1450 VARIES R-10 NON GOMUBTIBLE INSULATION ROOF LINE TOP PLATE 4" NITL. S7U05 24" O/C 5/8" "X" BD. EA 510E 14A1LINS F'ATTE7 1 i i" BCREWB 0" 1 Ri1"ETER 12" FIELD BOTT. PLATE 4" GONC. SLAB W/ Xb 10610 wm L 1 4Z FIREW4LL c c c c s s s s s s s s s s s s s s s s W_P-41200 4 F.C!S420 OR UNDERWRI'FERS LABORATORIES INC:.:;: CLASSIFIED FACED BATTS OR BLANKETS CONTENTS NOT OVER A00 SO. FT. (FORFA H's ISSUE NO. C-76 SURFACE BURNING CHARACTERISTICS vinyl Fibre Vfnyl-Scrim-Fall Fad-Scrim•Krafl Aluminum Fvi! Facing Facing Facing Facing_ FLAME SPREAD.... .25.... .. .. ''S... ..........25............ 15 SMOKE QEVELOPE0.50 ... 35. 20 q R6919 OF 18.d0i47 w1. 1?3' ' EIH PRuUJI I'S, 1N: VI NYC NO.6ba P.0/ Enp E & H PRODUCrI'S. INC tine ?a9saic Amenue - Fairfield, NJ 07004 • 973-227-5454 Fax: 973-227-8284 DESCRIPTION: FORPLAX AD363 Vapor Retarder Film TYPICAL PHYSICAL PROPERTY VALUES PROPERILES Thickness, InchEs Yield, sq. f lb. Brittleness Temperature, °F Tensile Strength, PSI VALUES 0032 +/- 10% 46 sq, #t. +/- 5% r VF MD 2300-2800 CD-1800.2300 Elongation, % MD 140 L CD 130 Tear Strength. G•rarnsimll INID 50-70 CD 100-120 Light Reflectivity 100%, + 0% 10% Permeance of Fiim, US Perms 1.0 MST METHOD ASTM D-1593 Determined by weight ASTM D-1790 ASTM D-882 ASTN D882 ASTM D-689 (Elmendorf ASTM C-523 Wave Length 440-700 ASTM E-96 (Method A) U.L. FIRE HAZARD CLASSIFICATIONS Official U,L, burn of AD363 film: Flame Spread 15 ASTM E-84 or UL-723 Smoke Developed "90 I Official U.L.composlte burn: Flame Spread 25 ASTM E-84 or UL-723 Smoke Developed 50 71W infornttel rn u bwd qn Ala belirvtd ro be ttlisble, bw no wtnllaty b intended 7bp Alm hu bun tppedbwllr enP mattes and drx rtcd for wO ordy u t wpor rewda -er jam we in nutti bulldinp and any open wdltd bupdWV rdVa. ins o* A l6a mr" wool4 be oons;" a roiautt erour produm SmwWed aapomnr to W rays end high Lmpaaom it not noomn+.ndeo Vie reMamrdd that FOl PLM AUS63 Vapor P4 dcr FJIm not be Implied below - bo"P. Forplot Esner+p ComiNw.Ya Pludu Corp. will nor be rtrspowthk for lime beyond nphoemenr of mawtial sold. J, r l , im: Joseph A. Bowman To: Date: 3/28198 Time: 02:51:44 Page 1 of 10 Whole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1A Form 40OA-94 PROJECT NAME Offices/Warehouse PERMITTING OFFICE: ADDRESS: 251 Central Park Dr. _Sanford S o CLIMATE ZONE: _5 OWNER: Sott unications PERMIT NO: AGENT: JURISDICTION NO:_691500 BUILDING TYPE: _Service Establishments CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _6783 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 5 COMPLIANCE CALCULATION: NUMBER OF ZONES: 5 METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 39.05 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 10.00 PASSES 2. SEER 10.00 10.00 PASSES 3. SEER 10.00 10.00 PASSES 4. SEER 10.00 10.00 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A 2. Et 1.00 N/A 3. Et 1.00 N/A 4. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Ventilated 6.00 6.00 PASSES 2. Ventilated 6.00 6.00 PASSES 3. Ventilated 6.00 6.00 PASSES 4. Ventilated 6.00 6.00 PASSES 5. No Ducts 0.00 0:-Q0 N/A,. WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS I Ftom: Joseph A. Bowman To: Date: 3125/98 Time: 02.52:38 Page 2 of 10 Compliance Certification: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Efficiency Code. PREPARED BY: _ A A 17 at. s DATE: .3/Z57 10S I hereby certify that this building is in compliance the F1LLLk r Energy Efficiency Cod OWNER/AGENT: DATE: 13 M Review of.the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. fir! /rrr SYSTEM DESIGNER REGISTRATION/STATE MECHANICAL: PLUMBING ELECTRICAL: LIGHTING _ Signature by registered be used where is required where Florida law requires design to be performed design professionals. Typed names and registration numbers may all relevant information is contained on signed/sealed plans. r,rork Joseph A. Bowman To: Date: 3125/98 Time: 02:53:22 Pape 3 of 10 BUILDING INFORMATION COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------- v- Elevation Type U SC VLT Shading Area(Sgft)1 I South Residential 1 1 1 Continuous Ova 641 West Residential 1 1 1 Continuous Ova 961 Total Glass Area in Zone 1 = 1601 401.------GLAZING--ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)1 I North Residential 0 1 0 None 01 Total Glass Area in Zone 2 = 01 401.------GLAZING--ZONE 3------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)) I West Residential 1 1 1 Continuous Ova 961 West Residential 1 1 1 Continuous Ova 421 Total Glass Area in Zone 3 = 1381 401.------GLAZING--ZONE 4------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)1 I North Residential 0 1 0 None 01 Total Glass Area in Zone 4 = 01 401.------GLAZING--ZONE 5------------------------------------------------- v- Elevation Type U SC VLT Shading Arrea(Sgft)I i North Residential 1 1 1 Continuous Ova 241 West Residential 1 1 1 Continuous Ova 241 Total Glass Area in Zane 5 = 481 Total Glass urea = 3461 402.------WALLS--ZONE 1------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)1 I South Hvywt. Concrete Wall + 8" Concre 0.490 4.2 4231 West Hvywt. Concrete Wall + 8" Concre 0.490 4.2 4141 Adjacent Frame Wall + 3" InS. 0.081 11 2461 Total Wall Area in Zone 1 = 10831 402.------WALLS--ZONE 2 ------------------------------------------------ I --- Elevation Type U Added R Gross(Sgft)1 I Adjacent Frame Wall + 3" InS. 0.081 it 2251 Total Wall Area in Zone 2 = 2251 402.------WALLS--ZONE 3--------------------- =-------------------------- I --- Elevation Type U Added-,R Gross(Sgft) I..,. West Hvywt. Concrete Wall + 8" Concre 0.490 4.2 6751 Adjacent Frame Wall + 3" InS. 0.081 11 3601 Total Wall Area in Zone 3 = 10351 402.------WALLS--ZONE 4 ------------------------------------------------ Elevation Type U Added R Gross(Sgft)1 I East Hvywt. Concrete Wall + 8" Concre 0.490 4.2 4831 East Metalic Curtain Wall 1.02 10 4831 Adjacent. Frame Wall + 3" InS. 0.081 it 4321 Total Wall Area in Zone 4 = 13981 402.------WALLS--ZONE 5------------------------------------------------ I--- Ftom: Joseph A. Bowman To: Date: 3125198 Time: 02:54:20 Page 4 of 10 Elevation Type U Added R Gross(Sgft)I I North Hvywt. Concrete Wall" + 8" Concre 0.490 0 8011 East Hvywt. Concrete Wall + 8" Concre 0.490 0 3871 South Hvywt. Concrete Wall + 8" Concre 0.490 0 4411 North Metalic Curtain Wall 1.02 10 8011 East Metalic Curtain. Wall 1.02 10 3871 South Metalic Curtain Wall 1.02 10 4411 Total Wall Area in Zone 5 - 32581 Total Gross Wall Area = 69991 403.------DOORS--ZONE 1------------------------------------------------ I --- Elevation Type U Area(Sgft)I I South 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 211 Adjacent 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 421 Total Door Area in Zone 1 = 631 403.------DOORS--ZONE 2------------------------------------------------ I --- Elevation Type U Area(Sgft)I I North No doors 0.00 01 Total Door Area in Zone 2 - 01 403.------DOORS--ZONE 3 ------------------------------------------------ I --- Elevation Type U Area(Sgft)I I North No doors 0.00 01 Total Door Area in Zone 3 = 01 403.------DOORS--ZONE 4------------------------------------------------ I --- Elevation Type U Area(Sgft)I I East .125 10x12 Ovhd door .72 1681 East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 211 Total Door Area in Zone 4 - 1891 403.------DOORS--ZONE 5------------------------------------------------ I --- Elevation Type U Area(Sgft)1 I North .125 10x12 Ovhd door .72 1681 East .125 10x12 Ovhd door .72 1681 West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 211 Total Door Area in Zone 5 = 3571 Total Door Area = 6091 404.------ROOFS--ZONE 1------------------------------------------------ I --- Type Color U Added R Area(Sgft)I I Steel Sheet with 1" Insulation Light 0.213 30 13931 Total Roof Area in Zone 1--,= 13931-, 404.------ROOFS--ZONE 2------------------------------ ------------------I--- Type Color U Added R Area(Sgft)I I Steel Sheet with 1" Insulation Light 0.213 30 16171 Total Roof Area in Zone 2 = 16171 404.------ROOFS--ZONE 3------------------------------------------------ I --- Type Color U Added R Area(Sgft)I I Steel Sheet with 1" Insulation Light 0.213 '30 13211 Total Roof Area in Zone 3 = 13211 404.------ROOFS--ZONE 4------------------------------------------------ I --- Type Color U Added R Area(Sgft)1 Ftom: Joseph A. Bowman To: Date: 3126/98 Time: 02:55:16 Page 5 of 10 Steel Sheet with 1" Insulation Light 0.213 10 24521 Total Roof Area in Zone 4 = 24521 404.------ROOFS--ZONE 5---- --==-------------------- -------------------- I --- Type Color U Added R Area(Sgft)l I Steel Sheet with 1" Insulation Light 0.213 10 42531 Total Roof Area in Zone 5 = 42531 Total Roof Area = 110361 405.------FLOORS-ZONE 1------------------------------------------------ I --- Type R Area(Sgft)l I Slab on Grade/Uninsulated 0 13931 Total Floor Area in Zone 1 - 13931 405.------FLOORS-ZONE 2------------------------------------------------ I --- Type R Area(Sgft) l I Slab on Grade/Uninsulated 0 16171 Total Floor Area in Zone 2 = 16171 405.------FLOORS-ZONE 3------------------------------------------------ I --- Type R Area(Sgft)l I Slab on Grade/Uninsulated 0 13211 Total Floor Area in Zone 3 = 13211 405.------FLOORS-ZONE 4------------------------------------------------ I --- Type R Area ( Sqf t) l I Slab on Grade/Uninsulated 0 24521 Total Floor Area in Zone 4 = 24521 405.------FLOORS-ZONE 5------------------------------------------------ I --- Type R Area ( Sqf t) I I Slab on Grade/Uninsulated 0 42531 Total Floor Area in Zone 5 = 42531 Total Floor Area = 110361 406.------INFILTRATION -------------------------------------------------- I--- ICHECKI Infiltration Criteria in 406.1.ABC.1 have been met. 1 1 407.------COOLING SYSTEMS ----------------------------------------------- I --- Type No Efficiency IPLV Tonsl I 1. Split System 1 10 5.001 2. Split System 1 10 4.001 3. Split System 1 10 5.001 4. Split System 1 10 5.001 5. No Cooling System 0 0 0" 0.00.1_,; 408.------HEATING SYSTEMS ------------------------------------------------ I -=- Type No Efficiency BTU/hrl I 1. Electric Resistance 1 1 341001 2. Electric Resistance 1 1 273001 3. Electric Resistance 1 1 341001 4. Electric Resistance 1 1 341001 5. No Heating System 0 0 01 409.------VENTILATION --------------------------------------------------- I--- ICHECKI Ventilation Criteria in 409.1.ABC.1 have been met. I I 410.-----AIR DISTRIBUTION SYSTEM-----------------------------------------I--- 11 From: Joseph A. Bowman To: Date: 3125199 Time: 02:56:09 Page 6 of W AHU Type Duct Location R-valuel I 1. Split / PTAC Air Conditioner• Ventilated 61 2. Split / PTAC Air Conditioner Ventilated 61 3. Split / PTAC Air Conditioner Ventilated 61 4. Split / PTAC Air Conditioner Ventilated 61 5. None (Unconditioned Zone) No Ducts 01 411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- I --- Type R-value/in Diameter Thicknessl I 1. Circulating 0 0 01 411.-----PUMPS AND PIPING -ZONE 2--------------------------------------- I --- Type R-value/in Diameter Thickness[ I 1. Circulating 0 0 01 411.-----PUMPS AND PIPING -ZONE 3---------------------------------------- I --- Type R-value/in Diameter Thicknessl I 1. Circulating 0 0 01 411.-----PUMPS AND PIPING -ZONE 4--------------------------------------- I --- Type R-value/in Diameter Thicknessl I 1. Circulating 0 0 01 411.-----PUMPS AND PIPING -ZONE 5--------------------------------------- I --- Type R-value/in Diameter Thicknessl I 1. Circulating 0 0 01 412.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- I --- Type Efficiency StandbyLoss InputRate Gallonsl 1 412.-----WATER HEATING SYSTEMS -ZONE 2 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallonsl I 412.-----WATER HEATING SYSTEMS -ZONE 3 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallonsl I 412.-----WATER HEATING SYSTEMS -ZONE 4 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallonsl I 412.-----WATER HEATING SYSTEMS -ZONE 5 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallonsl I 413.-----ELECTRICAL POWER DISTRIBUTION----------------------------------I--- ICHECKI Metering criteria in 413.1.ABC.1 have been met. I i Transformer criteria in 413.1.ABC.2 have been met.' I I 414.-----MOTORS --------------------------------------------------- I -----[--- Motor efficiencies in 414.1.ABC.1 have been met. I I 415.-----LIGHTING SYSTEMS -ZONE I --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)[ I Accounting 1 On/Off 6 None 0 2720 13931 Total Watts for Zone 1 = 27201 Total Area for Zone 1'= 13931 415.-----LIGHTING SYSTEMS -ZONE 2---------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)l I From: Joseph A. Bowman To: Date: 1126198 Time: 02.57:08 Page 7 o110 Accounting 1 On/Off 6 None 0 3200 16171 Total Watts for Zone 2 = 32001 Total Area for Zone 2 = 16171 415.-----LIGHTING SYSTEMS -ZONE 3 --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Accounting 1 On/Off 6 None 0 1920 13211 Total Watts for Zone 3 = 19201 Total Area for Zone 3 = 13211 415.-----LIGHTING SYSTEMS -ZONE 4--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)) I Fine Activ 1 On/Off 6 None 0 960 24521 Total Watts for Zone 4 = 9601 Total Area for Zone 4 = 24521 415.-----LIGHTING SYSTEMS -ZONE 5--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)1 I Fine Activ 1 On/Off 6 None 0 1760 42531 Total Watts for Zone 5 = 17601 Total Area for Zone 5 = 42531 Total Watts = 105601 Total Area = 110361 ICHECKI Lighting criteria in 415.1.ABC have been met. I I 1-----I--- 16. HVAC load sizing has been performed. (407.1.ABC.1) I i I-----I--- 17. Duct sizing and design have been performed. (410.1.ABC.1.2) I I I-----I--- 18. Testing and balancing will be performed. (410.1.ABC.4) I I I-----1--- 19. Operation/maintenance manual will be prcvided to owner.(102.1)1 I rig From: Joseph A. Bowman To: Date: 31Z6198 Time: 02:57:54 Page 8 of 10 PROJECT TITLE Offices/Warehouse BUILDING TYPE Service Establishments BUILDING LOCATION Sanford BUILDING AREA (W) 21036 BUILDING ANNUAL ENERGY USE DESIGN BUILDING BASELINE BUILDING M HEATING ENERGY i Electric Resistance 11.28 Electric Furnace 48.80 COOLING ENERGY Direct Expansion 19.85 Air Conditioner (PTAC) 12.27 DOMESTIC HOT WATER ENERGY BUILDING MISCELLANEOUS Lights 11.86 20.66 Equipment 1.20 1.20 SYSTEM MISCELLANEOUS Fans 2.44 9.48 PLANT MISCELLANEOUS TOTAL ENERGY CONSUMPTION 39.05 100.00 1--------------------- PASSES ****** PROJECT TITLE Offices/Warehouse BUILDING TYPE Service Establishments BUILDING LOCATION : Sanford BUILDING AREA(ft2) : 11036 BUILDING DESIGN : Exterior Lighting Power EXTERIOR LIGHTING CRITERIA: AREA AREA CODE DESCRIPTION 0 W AREA OR ALLOWANCE LENGTH WATTS Exterior Lighting Power Allowance 0.00 W Not Applicable **** front: Joseph A. Bowman To: Date: 3126/98 Time: 02:58:39 Page 90110 THE LIGHTING SYSTEM CONTROL REAL IREIMNTS: TOTAL EQUIVALENT SPACE -------- NO. "--------- CONTROLS -------- CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. INSTLD. READ. 34 Accounting 1393.0 1 ;On/Off 6;None 0; 6 > 2 34 Accounting 1617.0 1 :On ;Off 6;None 0; 6 > 2 34 Accounting 1321.0 1 ;On/Off 6;None 0; 6 > 2 46 Fine Activ 2452.0 1 ;On/Off 61,None 0; 6 > 2 46 Fine Activ 4253.0 1 ;On/Off 6;None 0; 6 > 2 PASSES PROJECT TITLE Offices/Warehouse BUILDING TYPE Service Establishments BUILDING LOCATION : Sanford BUILDING AREA(ft2): 11036 HVAC SYSTEMS PERFORMANCE: Cooling System; Measure 'Minim.,'Minim.', System ; System Result ; Result Type ; #1 #2 ; #1 ; #2 ; Eff . #1 Eff . #2 for #1 for '#2 Split Sys. ;SEER ; 10.00; 0.00: 10.00 ; 0.00 PASSES ; Split Sys. ;SEER ; 10.00; 0.001 10.00 1 0.00 PASSES ; Split Sys. ;SEER ; 10.00; 0.001 10.00 ; 0.00 PASSES ; Split Sys. ;SEER ; 10.00; O.001 10.00 0.00 PASSES ; T - Heating System; Measure ; Minimum Req.; Efficiency Result Ele. Resis. ; Et ; 1.00 N/A Ele. Resis. ; Et ; 1.00 N/A Ele. Resis. ; Et 1.00 N/A Ele. Resis. ; Et ; ', 1.00 N/A PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION LEVELS: Zone Duct Location Minimum R-Value Design R-Value Result 1. Ventilated 6.00 6.00 PASSES 2. Ventilated 6.00 6•;00 PASSES 3. Ventilated 6.00 6.00 PASSES 4. Ventilated 6.00 6.00 PASSES 5. No Ducts 0.00 0.00 N/A PASSES ******** PROJECT TITLE Offices/Warehouse BUILDING TYPE Service Establishments BUILDING LOCATION Sanford From: Joseph A. Bowman To: Date: 3IZ6198 Time: 02:59:35 Pape 10 of 10 BUILDING AREA(ft2): 11036 WATER HEATING SYSTEMS PRESCRIPTIVE CRITERIA System ;Measure; Minimum ; Maximum ; Design ; Design ;Result Type ; ; EF / Et SL EF / Et ; SL ; Not Applicable **** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in)' System Type ; O.D.(in); Minimum Req. Design Result Not Applicable **** N-Master(c) COMMERCIAL HEAT LOSS / GAIN Based on ACCA MANUAL N MANUAL N Copyrighted (c) 1988 by ACCA Project name : Southwest Offices Address : 25 Central Park Dr. City/State : Sanford Owner : Southwestern Communications Builder : HVAC contr.: Barnes Htg & AC Cooling PARAMETERS Geographical Location ----> State FLORIDA City : Sanford North Latitude / Elevation 28 ° / 14 Ft. Above Sea Level Relaltive Himidity 50 Grains / Lb.(inside) 64 Outdoor Dry Buld (Deg F°) 93 ° Outdoor Wet Bulb (Deg F°) 76 ° Indoor Dry Bulb (Deg F°) 75 ° Indoor Wet Bulb (Deg F°) 62.3 ° Outdoor Humidity Ratio 110 Daily Range 16 ° Peak Load Time 1600 Hours Temperature Differance (Td)(Deg F°) 18 ° Cooling Load Td Correction (Deg F°) 3°(+) HEATING SUMMARY COOLING SUMMARY TOTAL LOSS : 29000.77 TOTAL SENSIBLE 44404.5 LATENT GAINS 5353.6 TOTAL GAIN : 49758.1 SENSIBLE OVERSIZE @ 20% 8880.9 HVAC Equipment Heating Manufacturer Carrier Htg System 1OKW @ 34.1 MBTU COP/HSPF 1 Cooling Clg System 5 Ton @ 60.0 MBTU S)EER 10 Air Handler Vertical @ 2100 cfm HTG AIR FLOW FACTOR = .077331 CLG AIR FLOW FACTOR = .050505 ZONE CFM = 712.5496 ZONE CFM = 2242.65 SENSIBLE HEAT RATIO = .89 GLASSTYPE GLASS FACES AREA Sc U-VALUE LOSS/BTUH GAIN/BTUH SINGLE CLEAR South 64 69 2368 1104 SINGLE CLEAR West 96 69 3552 11923.2 GLASSSINGLE CLEAR 64 1 899 874.48 SINGLE CLEAR 96 1 1347 1310.27 WALLS----------------------------------------------------------------------- WALL FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH ADJACENT 203.97 11 07 184.898 173.475 TYPE :WOOD FRAME -ADJACENT South 338 4.2 17 2126.02 1551.42 TYPE :8in.CONC.N/W BLK West 318 4.2 17 2000.22 1135.26 TYPE :8in.CONC.N/W BLK WALL SUB TOTAL 4311.138 2860.155 DOORS----------------------------------------------------------------------- DOOR FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH North 42 n/a 63 1890 423.36 TYPE :WOOD South 21 n/a 63 945 211.68 TYPE :WOOD DOOR SUB TOTAL 2835 635.04 CEILINGS-------------------------------------------------------------------- AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH TYPE WITH SUSPENDED CEILING ROOF COLOR: LITE 1393 30 03 1546.23 3343.2 FLOORS---------------------------------------------------------------------- SLAB PERIMETER 120.33 0 81 3898.692 000.00 STRUCTURAL SUB TOTALS 20778.06 22070.78 OTHER SENSIBLE GAINS PEOPLE 8 N/A 2000 FLOUR/LIGHTING 2720 Watts N/A 10211.7 ICAND/LIGHTING 0 it N/A 0 INTERNAL GAINS N/A 4500 VENTILATION 120 CFM 4440 2332.8 ROOM SENSIBLE 25218.06 41115.28 DUCT LOSS & GAIN 3782.709 3289.222 TOTAL SENSIBLE 29000.77 44404.5 LATENT GAINS PEOPLE N/A 1600 VENTILATION N/A 3753.6 TOTAL LOAD 29000.77 49758.1 N-Master(c) COMMERCIAL HEAT LOSS / GAIN Based on ACCA MANUAL N MANUAL N Copyrighted (c) 1988 by ACCA Project name : Internal Offices Address : 251 Central Park Dr. City/State : Sanford Owner : Southwestern Communications Builder : HVAC contr.: Barnes HTG & AC Cooling PARAMETERS. Geographical Location ----> State FLORIDA City : Sanford North Latitude / Elevation 28 ° / 14 Ft. Above Sea Level Relaltive Himidity 50 Grains / Lb.(inside) 64 Outdoor Dry Buld (Deg F°) 93 ° Outdoor Wet Bulb (Deg F°) 76 ° Indoor Dry Bulb (Deg F') 75 ° Indoor Wet Bulb (Deg F°) 62.3 ° Outdoor Humidity Ratio 110 Daily Range 16 ° Peak Load Time 1600 Hours Temperature Differance (Td)(Deg F°) 18 ° Cooling Load Td Correction (Deg F°) 3°(+) HEATING SUMMARY COOLING SUMMARY TOTAL LOSS : 10920.21 TOTAL SENSIBLE 33060.29 LATENT GAINS 8030.4 TOTAL GAIN 41090.69 SENSIBLE OVERSIZE @ 200 6612.059 HVAC Equipment Heating Manufacturer Carrier Htg System 8KW @ 27.3 MBTU COP/HSPF 1 c Cooling Clg System 4 Ton @ 48.0 MBTU S)EER 10 Air Handler Vertical @ 1600 cfm HTG AIR FLOW FACTOR = .152901 ZONE CFM = 268.3098 CLG AIR FLOW FACTOR = .050505 ZONE CFM = 1669.71 SENSIBLE HEAT RATIO = .8 GLASS ------------ NON INSTALLED ---------------------------------------------- WALLS----------------------------------------------------------------------- WALL FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH ADJACENT 225 11 .07 203.9625 191.3625 TYPE :WOOD FRAME -ADJACENT DOORS ------------ NON INSTALLED ---------------------------------------------- CEILINGS-------------------------------------------------------------------- AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH TYPE : WITH SUSPENDED CEILING ROOF COLOR: LITE 1617 30 .03 1794.87 3880.8 FLOORS---------------------------------------------------------------------- SLAB PERIMETER 25 0 .81 810 000.00 STRUCTURAL SUB TOTALS 2835.832 4098.422 OTHER SENSIBLE GAINS PEOPLE 12 N/A 3000 FLOUR/LIGHTING 3200 Watts N/A 12013.76 ICAND/LIGHTING 0 ff N/A 0 INTERNAL GAINS N/A 8000 VENTILATION 180 CFM 6660 3499.2 ROOM SENSIBLE 9495.832 30611.38 DUCT LOSS & GAIN 1424.375 2448.911 TOTAL SENSIBLE 10920.21 33060.29 LATENT GAINS PEOPLE N/A 2400 VENTILATION N/A 5630.4 TOTAL LOAD 10920.21 41090.69 N-Master(c) COMMERCIAL HEAT LOSS / GAIN Based on ACCA MANUAL N MANUAL N Copyrighted (c) 1988 by ACCA Project name : N.W & W. Offices Address : 251 Central Park Dr. City/State : Sanford Owner : Southwestern Communications Builder : HVAC contr.: Barnes Htg & AC Cooling PARAMETERS Geographical Location ----> State FLORIDA City : Sanford North Latitude / Elevation 28 / 14 Ft. Above Sea Level Relaltive Himidity 50 Grains / Lb.(inside) 64 Outdoor Dry Buld (Deg F*) 93 Outdoor Wet Bulb (Deg F°) 76 Indoor Dry Bulb (Deg F°) 75 Indoor Wet Bulb (Deg F`) 62.3 Outdoor Humidity Ratio 110 Daily Range 16 Peak Load Time 1600 Hours Temperature Differance (Td)(Deg F`) 18 Cooling Load Td Correction (Deg F') 30(+) HEATING SUMMARY COOLING SUMMARY TOTAL LOSS : 26014.59 TOTAL SENSIBLE 49838.01 LATENT GAINS 8030.4 TOTAL GAIN : 57868.41 SENSIBLE OVERSIZE @ 20% 9967.603 HVAC Equipment Heating Manufacturer Carrier Htg System 10KW @ 34.1 MBTU COP/HSPF 1 Cooling Clg System 5 Ton @ 60.0 MBTU S)EER 10 Air Handler Vertical @ 2100 cfm HTG AIR FLOW FACTOR = .096756 CLG AIR FLOW FACTOR = .050505 ZONE CFM = 639.1791 ZONE CFM = 2517.07 SENSIBLE HEAT RATIO = .86 GLASSTYPE GLASS FACES AREA Sc U-VALUE LOSS/BTUH GAIN/BTUH SINGLE CLEAR West 138 .69 5106 17139.6 GLASSSINGLE CLEAR 138 1 1935 1882.23 WALLS--------------------------- -------------------------------------------- WALL FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH ADJACENT 360 11 .07 326.34 306.18 TYPE :WOOD FRAME -ADJACENT West 537 4.2 .17 3377.73 1917.09 TYPE :8in.CONC.N/W BLK ) WALL SUB TOTAL 3704.07 2223.27 DOORS ------------ NON INSTALLED ---------------------------------------------- CEILINGS-------------------------------------------------------------------- AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH TYPE : WITH SUSPENDED CEILING ROOF COLOR: LITE 1321 30 .03 1466.31 3170.4 FLOORS---------------------------------------------------------------------- SLAB PERIMETER 115 0 .81 3726 000.00 STRUCTURAL SUB TOTALS 15961.38 24438.85 OTHER SENSIBLE GAINS PEOPLE 12 N/A 3000 FLOUR/LIGHTING 1920 Watts N/A 7208.26 ICAND/LIGHTING 0 it N/A 0 INTERNAL GAINS N/A 8000 VENTILATION 180 CFM 6660 3499,.2 ROOM SENSIBLE 22621.38 46146.31 DUCT LOSS & GAIN 3393.207 3691.705 TOTAL SENSIBLE 26014.59 49838.01 LATENT . GAINS PEOPLE N/A 2400 VENTILATION N/A 5630.4 TOTAL LOAD 26014.59 57868.41 N-Master(c) COMMERCIAL HEAT LOSS / GAIN Based on ACCA MANUAL N MANUAL N Copyrighted (c) 1988 by ACCA Project name : Warehouse Address : 251 Central Park Dr. City/State : Sanford Owner : Southwestern Communications Builder : HVAC contr.: Barnes Htg & AC Cooling PARAMETERS Geographical Location ----> State FLORIDA City : Sanford North Latitude / Elevation 28 / 14 Ft. Above Sea Level Relaltive Himidity 50 0 Grains / Lb.(inside) 64 Outdoor Dry Buld (Deg F°) 93 ° Outdoor Wet Bulb (Deg F°) 76 ° Indoor Dry Bulb (Deg F°) 75 ° Indoor Wet Bulb (Deg F°) 62.3 ° Outdoor Humidity Ratio 110 Daily Range 16 ° Peak Load Time 1600 Hours Temperature Differance (Td)(Deg F°) 18 ° Cooling Load Td Correction (Deg F°) 30(+) HEATING SUMMARY COOLING SUMMARY TOTAL LOSS : 36181.29 TOTAL SENSIBLE 41527.32 LATENT GAINS 6085.2 TOTAL GAIN : 51700.2 SENSIBLE OVERSIZE @ 20% 8305.465 HVAC Equipment Heating Manufacturer Carrier Htg System 1OKW @ 34.1 MBTU COP/HSPF 1 Cooling Clg System 5 Ton @ 60.0 MBTU S)EER 10 Air Handler Vertical @ 2100 cfm HTG AIR FLOW FACTOR = .057968 CLG AIR FLOW FACTOR = .050505 ZONE CFM = 888.9752 ZONE CFM = 2097.34 SENSIBLE HEAT RATIO = .8 1. GLASSTYPE GLASS FACES AREA Sc U-VALUE LOSS/BTUH GAIN/BTUH GLASS* WALLS----------------------------------------------------------------------- WALL FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH ADJACENT 432 11 07 391.608 367.416 TYPE :WOOD FRAME -ADJACENT East 294.03 4.2 17 1849.45 1799.46 TYPE :8in.CONC.N/W BLK East 483.03 10 1 1787.21 1545.7 TYPE :STEEL FRAME WALL SUB TOTAL 4028.268 3712.576 DOORS----------------------------------------------------------------------- DOOR FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH East 189 n/a 36 8505 1088.64 TYPE :STEEL CEILINGS-------------------------------------------------------------------- AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH TYPE : W/O SUSPENDED CEILING ROOF COLOR: LITE 2452 10 1 9072.4 17899.6 FLOORS---------------------------------------------------------------------- SLAB PERIMETER 155.34 0 81 5033.016 000.00 STRUCTURAL SUB TOTALS 28131.99 22727.08 OTHER SENSIBLE GAINS PEOPLE 6 N/A 1830 FLOUR/LIGHTING 960 Watts N/A 3604.13 ICAND/LIGHTING 0 N/A 0 INTERNAL GAINS N/A 6000 INFILTRATION 220.68 CFM 3330 4290.02 ROOM SENSIBLE 31461.99 38451.23 DUCT LOSS & GAIN 4719.299 3076.098 TOTAL SENSIBLE 36181.29 41527.32 LATENT GAINS PEOPLE N/A 3270 INFILTRATION N/A 6902.871 TOTAL LOAD 36181.29 51700.2 CITY OF SANFORD, FLORIDA PERMIT NO $ 10"S DATE s'L ` g THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK. OWNER'S NAME S oGT L,E J--- ADDRESS OF JOB -2 S C z-,V1'T SAL — %q ee 1'/I . PLUMBING CONTR. _ Res. Comm. Subject to rule: and regulation: of Sanford plumbing code. Residential: I Alteration, Addition, Repair Numbor I Amount New Residential: One Water Closet I Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewer Water Piping Gas Piping Factory -built housing Mobile Home Application Fee Minimum Commercial Permit: S25. oo Total Master Plumber COMPETENCY CARD NO. arCO21 `p CITY OF SANFORD. FLORIDA PERMIT NO-q l S_ DATE. !, / 6 — F/ 8 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME 1 r L Na k a m U 10 G k ADDRESS OF JOB ' JE 1 G F/941 1?120-` JD.- ELEC. CONTR oh Av SO Al VE4Restdential Non-residential Subject to rule: and regulation: of the city and national electric codes. Number AMOUNT Alteration Addition Repair f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service oNc 4 101-200 Am Service 201 Amp And above New Commercial O O Amp Service Ap licatipp. Fee IA) ffv I TOTAL II 60 By signing this application 1 am stating I will be in compliance with the NEC including Article 110, Sectio 10.9 and 110.10. Building Official star Electrician eoQs x(f %— STATE COMPETENCY NO. parcel 28-19-30-506-0000-014D CURRENT 98 25-MAR-98 Page 1 REAL ESTATE MASTER RECORD ' provi H.W.° S ded ' ASA Seminole County rroper ly Appraiser name HOLSOMBACH H D ' jval land 84 942add1 ' agrc add2 PO BOX 470262 extra feat csz LAKE MONROE, FL 32747 0262 bldg pad total just value 84,942 tax due 1,685.15 td dor mkt demo flg nbhd act own% <--pre/late--> <--exemptions--> exmp-amt eiS14071 VAC INDUSTRIAL GENER land appr 03 12/31/97 bldg appr 1132-960-EO 1942-402-WD 2050-786_WD 2053_730_WD change TRA 01/05/98 LEGAL S 170.82 FT OF LOT 14 LYING E OF R/W SMITHS 3RQ SUB PB 1 PG 86 1998 1998 1998 Amendment-10 1997 Re -Appraised % Additions Total % and Value 74,052 84,942 84,942 Extra Features Buildings Value Income Value Total Just Value 74,052 B4,942 14.7 84 942 14 7CorrectAssd/Admin V " ^ Classified Value Amend 10 Adjustment Total Assessed Value 74,052 84,942 14.7 84,942 14.7 CPI 1.70% Amend 10 Cap 3.002 SALES ---------- Sale le R rds > Type Type Date Book Page Sale Amt Vac/ImpSQWDWARRANTYDEED97/04 03229 1075 138,900 V LAND --------------------------------------------> Code .Area Depth dt Land Rt AG Rt _Value %Adj ovd Notes 8o / 4,942 Tot Just Val: 84,942 Tot Class Val: 84,942 EXTRA FEATURES ------------------------------- Code Desc Area Repl-Cost Ovd Blt/Eff/New Tot RCN: Tot DEP RCN: Appr-Val Bld MARYANNE MOBS: CLERK OF r1RCU1' ;;') T RECORDED & VERIFIEDNOTIC]St 18365 STATE OF FLORIDA 1 8 3 6 5 4 1998 APR - 3 PM1. 13 COUNTY OF SEMINOLE The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713.13, Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT: 1) Legal Desctiption: The South 170.82 feet of Lot 14, SMITH'S THIRD SUBDIVISION, according to the Plat thereof as recorded in Plat Book 1, Page 86, Seminole County, Florida, lying East of the right-of-way of m c Central Park Drive. 3 7Kc3 Property Address: 251 Central Park Drive, o D 2) General description of improvements: warehouse rr., 3) Owner Information: rn H. D. Holsombach o o P. O. Box 470262 Lake Monroe, FL 32747 un Interest in Property: Fee Simple Fee Simple Title Holder (if other than owner) Name: Address: 4) Contractor: Nam Canterbury Concepts, Inc. Address: P.O. Box 470262 Lake Monroe, FL 32747 5) Surety: Name: NONE Amount of Bond: $ 6) Lender: Address: Address: 7) Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: NONE 8) In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. 9) Expiration date of notice of commencement the expiration date is one (1) year from the date'of recording unless a different date is specified). By: P.D!.Holsombach, Owner 3rd The foregoing instrument was acknowedged before me this day of {prig , 1998, by H. D. HOLSOMBACH. X) who is personally known to me, or who has produced a Florida Drivers License, as CERTIFIED COPY identification, and who did not take an oath. MARYAN,W7 ? CLERK, O SEPOINO' E CO." E , DA DE?UTY C t APR 0 V 1998 This instrument Prepared By: H. D. Holsombach CANTERBURY CONCEPTS, INC. P. O. Box 470262 Lake Monroe, FL 32747 dith Lyn Smith otary Pu c State of Florida at Large My Commission Expires: JUDITH LYNNE SMITH A MY CDMMISSIDN / CC b13787 EXPIRES: A m y 29. 2DOD FV ftr4ed Thou Nowt' PUM Wdirmft s CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 251 Central Park Drive PERMIT NUMBER %- 143D_ Total Contract Price of Job $397,000.00 Total Sq. Ft. 11,036 Describe Work Construct Metal Office Warehouse Type of Construction office warehouse Flood Prone (YES) (NO) X Number of Stories 1 Number of Dwellings Zoning R1-1 Occupancy: Residential Commercial Industrial X LEGAL DESCRIPTION 28-19-30 (please attach printout from Seminole County) TAX I.D. NUMBER S. 170,82' Lot 14. lying E. of R/W. Smith's 3rd S/D, PB 1/86 28-19-30-506-0000-014D OWNER James S. Miller & Steven E. Wolf PHONE NUMBER 407/679-7775 ADDRESS 2400 Forsyth Road (c/o H.D. Holsombach, P.O.Box 470262, Lake Monroe, FL 32747) CITY Orlando STATE FL ZIP 32807 TITLE HOLDER (IF OTHER THAN OWNER) same ADDRESS CITY STATE ZIP BONDING COMPANY N/A ADDRESS CITY STATE ZIP ARCHITECT Project Engineering, Inc. ADDRESS 740 Florida Central Parkway, Suite 2052 CITY Longwood STATE FL ZIP 32750 MORTGAGE LENDER Old National Bank ADDRESS P. 0. Box 1343 CITY Evansville STATE Ind. ZIP 47706 CONTRACTOR Canterbury Concepts, Inc. PHONE NUMBER 407/330-3238 ADDRESS P. 0. Box 470262 ST. LICENSE NUMBER CGCO10410 CITY Lake Monroe STATE FL ZIP 32747 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 sand zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. w******************w**** 310 Z mo3/30LA 98 3130198Wsignature M o of Owner Agen & Date Signature of Contractor & Date 0 a H. D. Holsombach H. D. Holsombach. F+ N Z Type or Print Owner/Agent Name Type or Print Contractor's Name v 7c c a3 0 i c u o ° toHd AJ N a 0 d ?• Z 0+ E+ o M 3 30/98 30/98 M igna r Oif Notary & Date Signat a Notary & Date Se ( Of cial Seal) o JUDITH LYNNE SMITH JUDITH LYNNE SMITH MY COMMISSION N CC 515787 MY COMMISSION # CC 513707 O G EXPIRES: January 28, 2= A g. „ kV Bonded lhna Notary Pum Uramdan o EXPIRES: January 28, 2000 'v BondedThmNoblyPublicUnWrvntarao • oc / ar Application Approved BY:ffiL D Date: _3 [ Q n 0 FEES: Building VW3• m) Radon C.o Polic G S Fire rt Open Space Road Impact 3 TAWation W PERMIT VALIDATION: CHECK CASH DATEO BY Qf;_ 6 rt ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: L si PERMIT #9 D — 14'50 BUSINESS NAME: o2 ADDRESS: o'S/ Cc-. Tr.* PHONE NUMBER: ( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ oZ9 O• ?o-, COMMENTS: C'., //6?.3G 4>ZQ w Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. tV o. 1 SanfNd Fire Prevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Applicants Signature 61 7 P } PAC i I r:t t:tt IN r 013 Li• y it6" . i '( , h I : if' 11 t'. i 1' i i I '. 1 . . ! !: f 1 H i. ! S (All nil t't : y ii' I +'.t i t7. j.. i {1 i ;1}i (F:i. [.-i_.. f{C) t 1 1 '} +. r ii 'i.i t 1,. ''f } f.' i t +' 1 { 1 ' ' 11'I'•`` I.} t' 1.`i'r:. +' +., }_-. !ti 1 K.II..." f I ' f I a 1'. • o +`. St } 1 i' 1 !. la, 1( i j- t. , 1 f l 1 , +11' I > 1 •t i r.; III „+tl 1 11 ' , Ptic v IV ' i' 1 ,, y l _ 1 11. I ' i•+ L. r (t.' t f 1 i' c , c ' t i SxS tpF. if 111,{ tIII! 1 ;'t i'' I j 'tr iE'.'1' t_i3' : c. 1 1 t. . I .r l y ; , t 1 1, , ; c..,1 i ; •' i `. i 1 r, i t ! ! f?•' oyn S • r.j a: } I" r" It to , v , (. A! 1. i I j -:':? `t' Y ,[<w & 0 MEMORANDUM April 7, 1998 TO: Building Department L FROM: Engineering & Planning Department tNNMENGN G SUBJECT: Building Permit Issuance Engineering & Planning Department acknowledges approval of attached development plan for: Southwest Communications Parcel I.D. 28 - 19 - 30 - 506 - 0000 - 0140 Received: February 20, 1998 and Revised sheets 1 and 2 dated 3-27-98 Address: 251 Central Park, Sanford, Fl and concur with Building Permit Issuance. Site Plan approval by :,Alli strative Official 0 other Land evelopment Coordinator Eng. Plan approval by Rl City Manager Date pproved -71 4 0 other Professional Engineer Condition of Approval: 1. All construction must meet all City of Sanford Codes and Land Development Regulations. 2. All other permits required for this project must be obtained. Chris Smith C:\MyFiles\WPWIN\WPDOCS\ENGCOMMEWI central park.bd.wpd DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 7. Project Name: SVU7H GV4 S-rL<I? J GohiyvNlc.17:o.5 Date: y/2/71? Owner/Contact Person: Phone: Address: 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", 1", 2", 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", 211, etc.) REMARKS: j/•FE/j! /"y NO7' LiE 57, vG o? •-it%S t o'7. r Po7glltE Sy9rr'7i94`/ SCw_<.p 4oc09's466 / >N CONNECTION FEE CALCULATION: pwniE 's 1?ESP*--S;Q1c XCR /9cc tnrR'7 2 ^r ;"u? 74 R S, D 7 jAla. r 3 Qmee.r7C 3/y " REC19;ti4a cv9'Tc2 71,9os oR 4 SC7,9P w9- 7n_.p f9oRgis 7&c J-7;f[+:17. C L=.v7.6AoA 71,'E S'7'/T66 7 1- J9`7e2 . !/7P19CI = 7 (F 7 S" Sl wdA, jhP9c7 = 3 , c7 3 Name - Signature - Date. REVISED 96 iI/ 9'7 Water System Impact Fees 2) Equivalent Residential Connection (ERC) - 300 Gallons Per oay (GPO) Residential 650/Unit Single family structure, or multi -family unit 487.50/Unit containing three (3) bedrooms or more. Multi -family unit or Mobile Home unit Containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation that such family units on average require 754 - 225 GPO of the water and sewer service of an average single family unit.) Commercial - 650/ERU Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined byincrementsof251basedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five 25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5ERU.) 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 of more. 1275/Unit - Multi -family unit or Mobile Home. unit containinglessthanthree (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 Codewillbeused. .One ERU will be charged for connection and..up to twenty (20) fixture units. For projects having more than twenty (201 fixture units the Impact Fee will be increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the firstERU. (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.) W477%2 SfwG/Z TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (Inches) Automatic clothes washers, commercials 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, bidet and 2 6 2'. bathtub or shower Bathtub (with or without overhead shower or whirlpool 2 attachments) 1 /2 Bidet 2 11/4Combinationsinkandtray211/2Dentallavatory1 Dental unit or cuspidor 1 /4 Dishwashing machine c domestic 1 11/4 Drinking fountain 2 2 1 /2 Emergency floor drain 0 11/4 Floor drains 2 2 Kitchen sink, domestic 2 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 1 /2 Laundry tray (1 or 2 compartments) 2 11/2 Lavatory 11/2 11/4Showercompartment, domestic 1 3 = 3 Sink 2 2 Urinal 2 4 1/2 Urinal, 1 gallon per flush or less 4 x Z - g Footnote d Wash sink (circular or multiple) each set of faucets 2e 2 Footnote d Water closet, flushometer tank, public or 192 private 4e Footnote d Water closet, private installation 4 k3 / 2 Footnote d Water closet, public installation cs.. cr. -_ c . 6 Footnote d a For traps larger than 3 inches, use Table 7og.2. b A showerhead 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 flows. 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 valuesareconfirmedbytesting. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIFE_ inches) DRAINAGE FIXTURE UNIT VALUE 11/4 1 11/2 2 2 3 21/2 4 3 5 4 6 Standard Plumbing Code(M997 4f J.. . ..." = LJ.q m(n.